HomeMy WebLinkAbout2328 Tudor Rose Dr 18-2984; NEW SFHCOUNTY OF SEMINOLE I
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006 DATE: August 01, 2018
BUILDING ; 18-10000650
BUILDING PERMITAPPLICATIONNUMBER#: 18-10000650
UNIT ADDRESS: TUDOR ROSE DRIVE 2328 17-20-31-5VC-0000-0200
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2328 TUDOR ROSE DRIVE KENSINGTON
RESERVE SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit
ROADS -COLLECTORS N/A
705.00
single Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housin 54.00 1.000 dwl unit 54.00
SCHOOLSS CO -WIDE ORD
Single Family HousAing 9,000.00 1.000 dwl unit 9,000.00
PARKSN/
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT,
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
Grant Mala , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181y10415 Book:9219 Page:121; (1 PAGES) RCD: 9/26/2018 1:23:41 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc, dba RXan Homes
Address: 4307 Vineland Rd Suite H-20
Oriando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2984
Parcel ID Number: 17-20-31-5VC-0000-0200
The undersigned hereby gives notice that improvement will be made to certain real property, and In accordanoe 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 # 20 of Kensington Reserve 2328 Tudor Rose Drive
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 (if other than owner listed above) Name: NA
t - 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
i.V Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
6. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. 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: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
in addition, Owner designates of
to receive a copy of the Lienor'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 date is specified)
W,6RNING TQ QWLVER: 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.
awln8 22h Dayna Mitchell Assistant Secretary
sign ro Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Titte/OMce)
rued OMcer0rector[Partner/Manager)
State of Saida County of QuAnge
The foregoing instrument was acknowledged before me this _ _ day of
by Dayna MilphellWho is personalty known to me [ K OR
Name of person rnaWng statement
who has produced identification type of identification produced:
TRACY LEIGH MCDO]1ALD
p4Y COt4iMISSION 9 FF9
EXPIRES October 06. 2
r.;:/; iSR-6'i5
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: 2- 2 a
Building Permit #: __ 1 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 set -vice
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 GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric
Print Name of w nant Print Name of for Print Name of El. Contractor
Signature Vy r/fenant Signature ontractor Signature of El. Contractor
CGC1 51 r ECO003096
Gen. Contractor License # El. Contractor Licen`se_W_
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO: o Progress Energy a Florida Power and Light on _/.
Rev. 02/10/15)
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006 DATE: August 01, 2018
BUILDING APPLICATION #: 18-10000650
BUILDING PERMIT NUMBER: 18-10000650
UNIT ADDRESS: TUDOR ROSE DRIVE 2328 17-20-31-5VC-0000-0200
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORDR
SPECIAL NOTES: 2328 DRIVE / KENSINGTON
RESERVE SFRSE
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS -ARTERIALS CO -WIDE ORD
Single Famil Housing 705.00 1.000 dwl unit 705,00
ROAMS - COLLECTOEtS N/A
S ngle Fam ly Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
00
Singc le Family Housingg 54.00 1.000 dwl unit 54.00SCHOLSCOWIDEORD
Family Housing 91000.00 1.000 dwl unit 9,000.00PARKS
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759:0
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 REQVEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE RE UEST FOR REVIEW
MUST MEET THE RESUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
FROMETH FBUSINEESSOOFFICE: APPEALS FFIRSTPSTREEETUP, OR REQUESTED,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRr5T STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE 'SOP 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
T
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Ll
Documented Construction Value:
q'`4'
J70 Address: 2328 Tudor Rose Drive Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-0200 Residential [A CommercialEl Type
of Work: NewFX1 AdditionEl AlterationEl RepairEl DemoEl Change of UseEl MoveEl 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 IN!C.
dba Ryan HQme!
i 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 Arch itecttEngi neer Information Name: AB Design
Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL Bonding Company:
Address: N/A 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" 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.
7/5/2018 7/5/2018
Signatu edAgent Date gent DateSignaturtr!c
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print C ntractor/Agent's NamePrintmracto"Age'
7/5/2018 41 7/5/2018
Sign ture of N tate of Florida Date Sig atur-e o o+,y-1-State of Florida Date
K ISTIN R FERRILL Ay pu, Z JKISTIN R FERRILL
mission # GG 233069
016*1 Expires July 11, 2021
Milsslon # GG 233069
Expires July 11, 2021AMVNoWy $w*osvBowledTMu &40 No" Smkos off 69r4W TW k4get
Owner/Agentis x Personally Known to Me or Contractor/Agentis x Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 0ir-"7 Electrical Mechanical Plumbing Er Gas[] Roof RT
Construction Type: V ?,> Occupancy Use: — 03 Flood Zone: )(-,5
Total Sq Ft of Bldg: 39,41 Min. Occupancy Load: to # of Stories: Z-
kTrwkeo
New Construction: Electric - # of Amps 4Plumbing - # of Fixtures L, iFire
Sprinkler Permit: Yes No Er # of Heads APPROVALS:
ZONING: UTILITIES: COMMENTS:
ENGINEERING: *
A—, (- 9 :iC,2- (8 FIRE: Ok
to construct unperviOus
area 0/
shownonplan. 38, 1 0 cit-
Fire
Alarm Permit: Yes [] No E WASTE
WATER: FWAN-
MalmRevised:
June 30,2015 Permit Application
t
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 110,506
Job Address: 2328 Tudor Rose Drive Historic District: Yes [I No
Parcel ID: 17-20-31-5VC-0000-0200 Residential R Commercial
Type of Work: New R AdditionEl AlterationEl Repair 0 DemoEl Change of Use[] MoveEl 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. dbia
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 Phone:
407-774-6078 Street: 1441 N Ronald
Reagan Blvd Fax: City, St, Zip: Longwood
FL E-mail: brian@abdesigngroup.com Bonding Company: N/A
Mortgage Lender: N/A Address: Address: WARNING TO
OWNER: YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5111 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.
7/5/2018 7/5/2018
S-.—gnatu iedAgent Date Signatur tt!!!gent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print i9mractor/Agent's Name
7/5/2018 7/5/2018
Signature of fate of Florida ---Ba—te A- of 7state of Florida Dateaforeot
t KjISJTIN R FERRILL Ay PU4, YKISTIN R FERRILL
4P
inmission # GG 233069AExpiresJuly11, 2021
nmission # GG 233009
Expires July 11, 2021
Banded TtwuWWNotary' SWlC" Bonded ThNk*0N0Wy$9MM Owner/
Agent is _)C_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or Produced
ID Type of ID Produced ID __._ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: BuildingF] ElectricalF] MechanicaIE] PlurnbingF] 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:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes [-] No[] UTILITIES:
1&7W WASTE WATER: FIRE:
BUILDING: Revised:
Rine 30, 2015 Permit Application
CITY OF
S,kNFORD
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: 407,69Z9831 Fax: 407.692.9821 Email: trmcdonaCo-)nvrinc.com
Property Address: 2328 Tudor Rose Drive
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0200
Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com
The reason for the flood plain determination is:
FOW New structure E] Existing Structure (pre-2007 FIRM adoption)
E:1 Expansion/Addition 0 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)
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:
F-1 The parcel is in the: EJ floodplain Ofloodway
F--J A portion of the parcel is in the: El floodplain El floodway
W The parcel is not in the: Alfloodplain E]floodway
EJ The structure is in the: F-Ifloodplain ofloodway
El The structure is not in the: F-1 floodplain E] floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 18-2984
Reviewed by: Michael Cash, CFM Date: August 6, 2018
1 0 Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & wQdet,RJh% landscaping ioi h+.f_W!2
N —1877—,
nV
t%
Y
www.
sanform.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
40T68&51 40 Fax: 407.688.5141 This
permit authorizes work to be done on the subject prop" 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. AM requested information below as well as a current survey, site plan or plat clearly identifying the size
and location of the existing right—of-way and use shall be provided or application could be delayed. 1 ,
Project Location/Address: 2328 Tudor Rose Drive, Sanford, FL 32773 2.
Proposed Activity: nX Driveway Walkway F] other: 3.
Schedule of Work: Start Date Completion Date Emergency Repairs 4.
Brief Description of Work: Construction of New Single Family Home This
application Is sub d by: ftportyromw.
Signature: —
Address:
4307 Vine kp 'Rd #H-20 Orlando, FL 32811 Phone: (
407) 692-9831 Fax: Print
Name: Tracy McDonald Email:
trmcdona@nvrinc.com Date: 07/05/2018 Maintenance
Responsibilitieslindemnification 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,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s prop" to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its ooundipersons, 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:
07/05/2018 This
permit shall be posted on the site during construction. Pisss*
call 407.688.5080 24 hours In advance to schedule a pro -pour Inspection. Official
Use Only Fee:
its
Date:
Date:
Date:
Date:
Date:
November
2015 ROW Use Driveway. W
7/5/2018 SCPA Parcel View: 17-20-31-5VC-0000-0200
Parcel Information
Legal Description
Prop Record Carei
Parcel: 117-20-31-5,VC-00,00-0200
Property Address_ 2328 TUDOR ROSE I)R SANFORD, FL 32773
Value Summary
0-0200 2018 Working 2017 Certified
Values
ILLC
Values
PROJECT ....... . ..
Valuation Method CosUMarket CosUMarket
SE DR SANFORD, FL 32773
Number of Buildings 0 0
SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
SERVE _
Depreciated EXFT Value
Land Value (Market) $67,000 14,000
tDENTIAL
Land Value Ag
I Just/Market Value $67,000 14,000
Portability Adj
60 i 60 60 Save Our Homes Adj $0 0
Amendment 1 Adj $0 0
P&G Adj $0 0
Assessed Value $67,000 14,000
19
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $26658
Tax Est;nialor
Save Our Homes Savings: $0,00
60 1 60 60 Does NOT INCLUDE Non Ad Valorem Assessments
Sales
Description Date Book
No Sales
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: *5A 7
I hereby name and appoint: ___TrzjcynMcDo na I d___
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):
El The specific permi; and application for work locatyd at:
237 S 1 cj-el ;24cplw— C-0
Street
Expiration Date for This Lirnitcd Power of Attorney:__ May 20,2018
License Holder Name: Robert Lattanzi
State License Number:
Signature of License 1-1
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this _5_day o 3,
200 it? -, by Robert Lattanzi who is z ';r
or o who has produced
identification and who did (did not) takp an oath.
Notary Seal)
KRISTIN R FERRILL
Commission # GG 233069
Expires MY 11, 2021
towy s.*"
Rev. 08.12)
Print or type name
Notary Public - State of-ELanda—
Corrimission No.
My Commission Expires: --- 7 2-
as
SQ.FT, CALCA
1ST. FLR LM% 1340 SQ FT,
MN FLR, LIVING 16W $Q FT.
TOTAL LIVM 3020 5Q FT.
2-CAR GARALLiE 425 5R FT.
ENTRY 26 5Q FT,
EXT84DW LANAI 310 sa FT.
TOTAL 3" 5Q FT,
EXTERIOR MASONRY i40TE; PRIOR TO DRYWALL
WALL 5R3 HEIGHTS MSTALLATION ALL FRAMMG
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REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR DETACHED
Permit # 1'9-L- . Ms 1-12 61 AL4 Address:
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
i000 Final Single Family Residence
ELECTRICAL PERMIT' ; .
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
UMtB WG Eyll x
Max
s ,: .
Inspection DescriptionMin
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1V`IECHANICAL PERMIT N_ '
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
A
CGIT
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUIDING CONSTRUCTION Florida
Department of Business and Professional Regulation - Rqsidential Performance Method Project
Name: Lot20Kensington Reserve EsteroBayEG RN Builder Name: RY4N HOMES Street:
2328 TUDOR ROSE DRIVE Permit Office: SANFORD City,
State, Zip: SANFORD, FL, 32773 Permit Number: f9 2 9 Owner:
Jurisdiction: 1 5to Design
Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1.
New construction or existing New (From Plans) 9. Wall Types (2869.3 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=11.0 1264.00 ft' b.
Concrete Block - Int Insul, Exterior R=41 1260.00 112 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 345.33 ft' 4.
Number of Bedrooms 5 d. N/A R= ft' 10.
Ceiling Types (1709.0 sqft.) Insulation Area 5,
Is this a worst case? No a. Under Attic (Vented) R=30.0 1683.00 ft' 6.
Conditioned floor area above grade (ft') 3020 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(372.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 335.25 a.
U-Factor: Dbl, U=0,35 287.35 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=0.35 19.27 ft' SHGC:
SHGC=0.29 13. Heating systems kBtu/hr Efficiency d.
U-Factor: other (see details) 18.00 ft' a. Electric Heat Pump 28.0 HSPF:8.50 SHGC:
other (see details) b, Electric Heat Pump 28,0 HSPF:8,50 Area
Weighted Average Overhang Depth: 4,982 ft. Area
Weighted Average SHGC: 0.288 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=O.O 1340.00 ft' b. Conservation features b.
Floor Over Other Space R=O.O 1314.00 ft' None c.
other (see details) R= 412,00 ft' 15. Credits Pstat Glass/
FlaorArea: 0.123 Total
Proposed Modified Loads: 80.90 PASS TotalBaselineLoads: 81.20 I
hereby certify that the plans and specifications covered by this
calculation are in compliance \60fh the Florida Energy Code,
PREPARED
BY: ------ - DATE:
I
hereby certify that this building, as gpel*d, is in compliance with
the Florida Energy Code OWNER/
AGENT:-,-,- DATE: ------- -------
Review
of the plans and specifications
covered by this calculation
indicates compliance with
the Florida Energy Code. Before
construction is completed this
building will be inspected for compliance
with Section 553.908 Florida
Statutes. BUILDING
OFFICIAL: DATE: . ... - - ------ _'_ _
1_1_111-4
V14E
Sr4j, s.
o
Compliance
requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH60 (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 ANSIIRESNETIICC 380, is not greater than 0.050 Qn for whole house. 6/
2112018 2:31 PM EnergyGaugeg USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot20KensingtonReserveEste Bedrooms: 5 Address Type: Street Address
Building Type: User Conditioned Area: 3020 Lot # 20
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2328 TUDOR ROSE D
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 11792
2 Block2 1680 13440
SPACES
Number Name
11 - ------------ - - -------"--, ------ -
Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1 st Floor 1340 11792 Yes 4 1 1 Yes Yes Yes
2 2nd Floor 1680 13440 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 ft2 13 0 0 1
2 Floor over Garage 2nd Floor --- 312 ft2 13 0 0 1
3 Slab -On -Grade Edge Insulatio 1 st Floor 133.5 ft 1340 ft2 0.3 0 0.7
4 Floor Over Other Space 2nd Floor ---- ---- 1314 ft2 0.3 0 03
ROOF
Roof Gable Roof Solar SA Emitt Emift Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul, deg)
1-1111111
1 Gable or Shed Composition shingles 1846 ft2 292 ft2 Medium 0.85 No 0.85 No 0 18.4
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1752 ft2 N N
6/21/2018 2:31 PM EnergyGauge8 USA - FlaRes2017 Section R405.41 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type ------ Area Framing Frac Truss Type
11","I"I'll-I - ------
I Knee Wall (Vented) 2nd Floor 19 Blown 26 W 0.11 Wood
2 Under Attic (Vented) 2nd Floor 30 Blown 1683 ft' 0,11 Wood
WALLS
Adjacent Wid thdth Height Sheathing Framing Solar BelowV, OrntSpace RmVaIue Ft Ira---_---- Fl-,---,In RValue---Fraction- Absor- Grade%, - I
N Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft- 0 0.23 0.6 0 2
N Exterior Concrete Block - Int Insul 1st Floor 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0 3
E Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0,23 0.6 0 4
E Exterior Concrete Block - Int Insul 1st Floor 4.1 46 6 9 4 434.0 ft' 0 0 0.6 0 5
S Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0.23 0.6 0 6
S Exterior Concrete Block - Int Insul 1st Floor 4.1 39 6 9 4 368.7 ft' 0 0 0.6 0 7
W Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 023 0.6 0 8
W 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 37 0 9 4 345.3 ft' 0 0.23 03 0 DOORS
V#
Ornt Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
N Insulated 1st Floor None 25 3 8 24 ft' 2
Wood 1st Floor None 25 2 8 6 8 17,8 ft' WINDOWS
Orientation
shown is the entered, Proposed Orientation. Wall
Overhang Ornt
ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
N 1 Vinyl Low-E Double Yes 0.35 0.29 N 30D ft' 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5 2
N 1 Vinyl Low-E Double Yes 0.32 0.25 N 18.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 3
N 2 Vinyl Low-E Double Yes 0.35 0.29 N 19.3 ft' 1 ft 0 in 13 ft 5 in Drapes/blinds Exterior 5 4
E 3 Vinyl Low-E Double Yes 0,35 0.29 N 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 5
E 4 Vinyl Low-E Double Yes 0.35 029 N 38.5 ft' 1 If 0 in 11 ft 2 in Drapes/blinds Exterior 5 6
S 5 Vinyl Low-E Double Yes 0.35 019 N 112.0 ft' 1 If 0 in 1 ft 6 in Drapes/blinds Exterior 5 7
S 5 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft0in 1 ft 6 in Drapes/blinds Exterior 5 8
S 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 9
S 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 22 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 10
W 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 1 ft 0 in I If 6 in Drapes/blinds Exterior 5 11
N 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.4 ft' 1 ft 0 in 6 If 9 in Drapes/blinds Exterior 5 12
S 6 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 13
N 2 Vinyl Double (Tinted) Yes 0.35 029 N 19.3 ft' 1 ft 0 in 16 ft 6 in Drapes/blinds Exterior 5 14
W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 11 ft 0 in 0 ft 3 in Drapes/blinds None 6/
21/2018 2:31 PM 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 It' 425 ft' 5 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000372 2943.7 161.61 303.93 .334 7
HEATING SYSTEM
System Type ---- -- - - - — Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 28 kBtu/hr 1 sys#1
2 Electric Heat Pump/ None HSPF:8,5 28 kBtu/hr 2 sys#2
COOLING SYSTEM
System Type Sub" Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 28.4 kBtu/hr 0 cfm 035 1 sys#1
2 Central Unit/ Split SEER: 15 28.4 kBtu/hr 0 cfm 0.75 2 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 Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 335.25 Attic 67.05 ft Proposed On 2nd Floor --- cfm 67.0 cfm 0,05 0,60 1 1
2 Attic 6 418 f12 Attic 83.6 ft' Proposed On 2nd Floor --- cfm 84.0 cfm 0.05 0.60 2 2
6/2112018 2:31 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb ar Apr May X Jun X Jul X Aug X Sep Oct Nov Dec
Heating Jan Feb MarHM Apr May Jun Jul Aug Sep Oct Nov jXj Dec
Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 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
6/21/2018 2:31 PM EnergyGaugeg 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* = 100
The lower the EnergyPerformance Index, the more efficient the home.
1101111111
2328 TUDOR ROSE DRIVE, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1264.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1260.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 345.33 ft2
4. Number of Bedrooms 5 d. N/A R= ft2
10. Ceiling Types Insulation Area
5. Is this a worst case? Na a. Under Attic (Vented) R=30.0 1683.00 ft2
6. Conditioned floor area (ft2) 3020 b. Knee Wall (Vented) R=19.0 26.00 ft2
7. Windows** Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0.35 287.35 ft2
Ducts
a. a. Sup: Attic, Ret: Attic, AH: 2nd Floor
2Rft
6 335.25
SHGC: SHGC=0.29 b. Sup: Attic, Ret Attic, AH: 2nd Floor 6 418
b. U-Factor: Dbl, U=0.62 48.00 ft2
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor. Dbl, U=0.35 19.27 ft2 a. Central Unit 28A SEER:15.00
SHGC: SHGC=0.29 b. Central Unit 28.4 SEER:15.00
d. U-Factor. other (see details) 18.00 ft2
13. Heating systems kBtu/hr EfficiencySHGC: other (see details)
a. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average Overhang Depth: 4.982 ft. b. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average SHGC: 0.288
8. Floor Types Insulation Area 14. Hot water systems
Gap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1340.00 ft2EF: a. Electric
0.95
b. Floor Over Other Space R=0.0 1314.00 ft2
c. other (see details) R= 412.00 ft2
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. Otherwise, a new EPL Display Card will be completed
based on installed Code compl` nt es.
Builder Signature: Date: 6/21/2018
Address of New Home 22$ TItP Rose Drive City/FL Zip: 32773
TttE Sr
txi
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.
6/21/2018 2:31 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandato!j Requirements for Residential Performance, Prescrietive and ERI Methods
2328 TUDOR ROSE DRIVE 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 R402A.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 R402A. 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 R402A. 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 heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdUVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 c1m per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 c1m 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.
6/21/2018 2:31 PM 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*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 ASTIVI 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. 1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.21 Sealed air handier. 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 handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 01 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°F (41'C)
or below 55°F (1 WC) 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,
6/21/2018 2:31 PM 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.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building, The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1 . This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed,
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfmtwatt Any
In -line fan Any 2.8 cfmtwatt Any
Bathroom, utility room 10 1.4 cfmtwatt 90
Bathroom, utility room 90 2.8 cfm/Watt An
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
6/21/2018 2:31 PM 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 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
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
R403.7,11. 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1 .
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1,
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
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 (I O'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.
R403.10,11 Heaters, The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots,
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation,
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required,
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
612112018 2:31 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorfte 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.
R4041.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/21/2018 2:31 PM EnergyGaugeO 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:
0 This checklist
El 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, e-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).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
6/21,12018 2:30:30 PM
EnergyGaugeD - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report Job: LoMlKensingtonlReserv..
wrightsoW 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
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 19936 Btuh Entering coil DB: 77.4°F
Outdoor design WB: 76.2°F Latent gain: 4587 Btuh Entering coil WB: 63.8°F
Indoor design DB: 75.0°F Total gain: 24523 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: 22893 Btuh 115% of load
Latent capacity: 4599 Btuh 100% of load
Total capacity: 27492 Btuh 1120% of load SHR: 83%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 20470 Btuh Entering coil DB: 68.6°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: 28000 Btuh 137% of load Capacity balance: 35 IF
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 90% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
wrightsoft- 2018-Jun-21 14:28:35
Right -Suite® Universal 2018 18,0.13 RSU23828 Page I
ACCK .,.BayEGRN\Lot20KensingtonReserveEsteroBayEGRN.rup Calc - MJ8 House faces. N
wrightsoW Manual S Compliance Report
ZONE 2
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIRLOM
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Design Conditions
Job: LoUOKensington!Reserv..
Date: 8-30-11
By: EJH
Outdoor design DB: 92.5°F Sensible gain: 20521 Btuh Entering coil DB: 79.7°F
Outdoor design WB: 76.2°F Latent gain: 3878 Btuh Entering coil WB: 64.8°F
Indoor design DB: 75.0°F Total gain: 24399 Btuh
Indoor R H: 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: 22078 Btuh 108% of load
Latent capacity: 5712 Btuh 147% of load
Total capacity: 27790 Btuh 114% of load SHR: 79%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 13748 Btuh Entering coil DB: 68.5°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 27138 Btuh 197% of load Capacity balance: 26 IF
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 4.6 kW 114% of load Temp. rise: 50 -F
Meets all requirements of ACCA Manual S.
Al— *
wrightSCM1, 2018-Jun-21 14 28:35
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J
wrightsoft- Component Constructions
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Location:
Orlando/Jetport, FL, US
Elevation: 105 ft
Latitude: 28ON
Outdoor: Heating
Dry bulb (OF) 42
Daily range (OF) -
Wet bulb (OF) -
W ind speed (mph) 15.0
Construction descriptions
Walls
Indoor temperature (OF)
Design TD (OF)
Relative humidity
Cooling Moisture difference (gr/lb)
93 Infiltration:
16 ( M) Method
76 Construction quality
7.5 Fireplaces
Job: Lot20KensingtonReserv..
Date: 8-30-11
By: EJH
Heating Cooling
70 75
28 18
30 50
0.8 45.8
Simplified
Average
0
Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain
ft, Btu h /ftl-'F ftl-,F/Btuh Bttjh/ft, Bich Bhjhlftl Btu h
126-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int n
fnsh, 2"x4" wood frm, 16" o.c, stud e
s
W
all
13A-2ocs Elk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n
int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" e
gypsum board int fnsh s
W
all
16A- 1 9ad: Knee wall, asphalt shingles roof mat, r- 19 kw ins, 1/2" n
gypsum board int fnsh ne
e
se
s
sw
W
nw
all
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, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); I it overhang (3 it
window ht, 1,5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 3.67 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 If overhang (5 ft
window ht, 6.75 It sep.); 6.67 ft head ht
253 0.097 11.0 2.69 680 134 845
301 0,097 11.0 2.69 809 3,34 1005
274 0.097 11.0 2.69 736 3.34 915
286 0.097 11.0 2.69 768 3.34 955
1114 0,097 11.0 2.69 2993 3.34 3719
119 0.201 4.1 5.57 661 4.37 519
395 0,201 4.1 5.57 2202 4.37 1729
256 0.201 4.1 5.57 1427 4.37 1121
248 0.201 4.1 5.57 1379 4.37 1083
1018 0,201 4.1 5.57 5669 4.37 4451
7 0.049 19.0 1.36 9 3.64 24
1 0.049 19.0 1,36 2 3.64 5
4 0.049 19.0 1.36 5 3.64 13
1 0.049 19.0 1,36 2 3.64 5
7 0.049 19.0 1,36 9 3.64 24
1 0.049 19.0 1,36 2 164 5
4 0.049 19.0 1.36 5 3.64 13
1 0.049 19.0 1.36 2 3.64 5
26 0.049 19.0 1.36 35 3.64 93
328 0,097 11.0 2.69 880 1.75 574
18 0.320 0 8.86 160 10.8 195
30 0.350 0 9.69 291 12.2 366
15 0.350 0 9.69 145 12.2 183
wrightsoft, 2018-Jun-21 14:28:35
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B.yt:G'NLot20KerisirigtonReserveEsteroBayEGRN.rup Calc = MJ8 House faces: N
I
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 19 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 it overhang (6,25 ft
window ht, 13.42 ft sep,); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, n 19 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 16.5 If sep,); 6,67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 15 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); I ft overhang (5 ft s 30 0.350
window ht, 1.5 ft sep.); 6.67 ft head ht w 30 0,350
all 75 0.350
2A-2om: 2 glazing, cir low-e outr, air gas, md no brk frm mat, clr innr, e 39 0,350
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, cir innr, s 12 0,350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 it
window ht, 11,5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mill no brk frm mat, clr innr, s 32 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.25 ft
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, S 16 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 22 ft overhang (5.25 ft s 16 0.350
window ht, 0.5 If sep.); 6.67 ft head ht all 32 0.350
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620
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
2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, cir innr, w 32 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (5.25 ft
window ht, 0,5 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type n 20 0.390
n 18 0.390
all 38 0,390
Ceilings
168-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2"
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-1 1 wall insul
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, amb
ovr
20P-13c: Fir floor, firm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
22A-tpl: Bg floor, light dry soil, on grade depth
1693 0.032
0 9.69 187 12.2 235
0 9.69 187 12.2 235
0 9.69 145 34.0 510
0 9.69 291 12,5 375
0 9.69 291 34.0 1019
0 9.69 727 25.4 1904
0 9.69 374 34.0 1310
0 9.69 116 12.2 147
0 9.69 314 13,6 440
0 9.69 153 12.2 192
0 9.69 157 12.2 197
0 9.69 310 12.2 389
0 17.2 824 16.9 812
0 9.69 314 12.2 395
0 10.8 216 12.0 241
0 10.8 192 12.0 214
0 10.8 408 12.0 455
MO 0.89 1501 1.74 2945
133 0,049 30.0 0.47 63 0.30 40
100 0.068 110 1.88 188 0.98 98
62 0.068 13.0 1.88 116 0.98 60
135 0.989 0 27.4 3698 0 0
wrightsoft, 2018-Jun-21 14:28:35
Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 2
Bay EG R N\Lot20Kens ington Res erveEsteroBay EGR N, rup Cale = MJ8 House laces: N
wrightsoft- Component Constructions
ZONE 1
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Job: Lot20KensingtonReserv..
Date: 8-30-11
By: EJH
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
ft, Bttjhtl-'F ftl-'F/Btuh NOV B(uh BtuhM' Btuh
Walls
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 119 0.201 4.1 5.57 661 4.37 519
int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" e 395 0.201 4.1 5.57 2202 4.37 1729
gypsum board int f his h s 256 0.201 4.1 5.57 1427 4.37 1121
w 248 0.201 4.1 5.57 1379 4.37 1083
all 1018 0.201 4.1 5.57 5669 4.37 4451
Partitions
12B-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
frish, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 13.42 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 16,5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir 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 (6.25 It
window ht, 11.17 It sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.25 It
window ht, 1117 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 22 ft overhang (5.25 ft s
window ht, M ft sep.); 6.67 ft head ht all
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s
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
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, IN
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (5.25 ft
window ht, 0.5 It sep.); 6,67 ft head ht
328 0.097 11.0 2.69 880 1.75 574
19 0.350 0 9.69 187 12.2 235
19 0,350 0 9.69 187 12.2 235
39 0.350 0 9,69 374 34.0 1310
32 0.350 0 9.69 314 13.6 440
16 0.350 0 9.69 153 12.2 192
16 0,350 0 9.69 157 12.2 197
32 0,350 0 9.69 310 12.2 389
48 0.620 0 17.2 824 16.9 812
32 0,350 0 9.69 314 12.2 395
wrightsoft, 2018-Jun-21 14:28:35
AM-__--'_"-"-'
Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 3
Bay EN\ Lot20Kens ingtonR eserveEsteroBayEGR N, rup Calc - MJ8 House faces: N
I
Doors
11 DO: Door, wd sc type
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2"
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth
n 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
133 0.032 30.0 0.89 118 1.74 231
135 0.989 0 27.4 3698 0 0
wrightsoft, 2018-Jun-21 14:28:35
Right-SuiteO Universal 2018 18,0.13 RSU23828 Page 4
BayzGR'N\Lot20KensingtonReserveEsteroBayEGRN,rup Calc=MJ8 House faces: N
wrightsoft- Component Constructions Job: Lot20KensingtonReserv..
Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, 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: 281N 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 Insull R Htg HTM Loss Clg HTM Gain
fil Btuh,/ftl-'F ft'-'F/Btu h Btu h /it' Btu h Btu h Ift' Btu h
Walls
12B-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int n 253 0.097 11.0 2.69 680 3.34 845
fnsh, 2"x4" wood frm, 16" o.c. stud e 301 0.097 11.0 2.69 809 3.34 1005
s 274 0.097 11.0 2.69 736 3.34 915
W 286 0,097 11.0 2.69 768 3.34 955
all 1114 0.097 11.0 2.69 2993 3.34 3719
16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 7 0,049 19,0 1.36 9 3.64 24
gypsum board i nt f ns h ne 1 0,049 19.0 1.36 2 3.64 5
e 4 0.049 19.0 1.36 5 3.64 13
s e 1 0.049 19.0 1.36 2 3.64 5
s 7 0,049 19.0 1.36 9 3.64 24
sw 1 0.049 19.0 1.36 2 3.64 5
W 4 0.049 19.0 1.36 5 164 13
nw 1 0.049 19.0 1.36 2 164 5
all 26 0,049 19.0 1.36 35 3.64 93
Partitions
none)
Windows
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk firm mat, cir innr, n 18 0.320 0 8.86 160 10.8 195
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 1 ft overhang (3 ft
window ht, 1.5 ft sep,); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 30 0.350 0 9,69 291 12.2 366
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 167 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, Or innr, n 15 0.350 0 9.69 145 12.2 183
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 6.75 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 15 0.350 0 9.69 145 34,O 510
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft s 30 0.350 0 9.69 291 12.5 375
window ht, 1.5 ft sep.); 6.67 ft head ht W 30 0.350 0 9.69 291 34,0 1019
all 75 0.350 0 Mg 727 25A 1904
Ad-wrightsaft, 2018-Jun-21 14:28:35
Right-SuiteO Universal 2018 18.0,13 RSU23828 Page 5
B.yeG4N\Lot20KensingtonReserveEsteroBayEGRN.rup Calc - MJ8 House faces: N
I
2A-2om: 2 glazing, cir low-e outr, air gas, mtI no brk frm mat, clr innr, s
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29), I ft overhang (4 ft
window ht, 1.5 ft sep.); 6.67 ft head ht
Doors
none)
Ceilings
16B..30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2"
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-1 1 wall insul
20P-13c: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-13 cav ins, amb
ovr
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
12 0.350 0 9.69 116 12.2 147
1560 0.032 30.0 OM 1383 1.74 2714
133 0.049 30.0 0,47 63 0.30 40
100 0.068 13.0 1.88 188 0.98 98
62 0.068 13.0 1.88 116 0.98 60
rk wrilghtsoft, 2018-Jun-21 14:28:35
Right-SuileO Universal 2018 18.0.13 RSU23828 Page 6
Bay Z", \Lot20Kens ingtonR eserveEsl oroBay EGR N. rup Calc = MJ8 House (aces: N
Project Summary Job: Lot 201(en sington Reserv..
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
Proiect Information
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Notes: L.S. 06-21-18 SRP
Design Information
Weather:
Winter Design Conditions
Outside db 42 IF
Inside db 70 IF
Design TD 28 IF
Heating Summary
Structure 24282 Btuh
Ducts 9086 Btuh
Central vent (28 cfm) 850 Btuh
Humidification
Piping
Equipment load
Infiltration
Orlando/Jetport, FL, US
Summer Design Conditions
Outside db 93 IF
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 25135 Btuh
Ducts 14785 Btuh
Central vent (28 cfm) 537 Btuh
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 40457 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4108 Btuh
Ducts 3488 Btuh
Central vent (28 cfm) 868 Btuh
Heatin Cooling
Area (ft2) 30N 3020 Equipment latent load 7597 Btuh
Volume (ft3) 25544 25544
Air changes/hour 0.37 0.19 Equipment Total Load (Sen+Lat) 48054 Btuh
Equiv. AVF (cfm) 158 81 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 o 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.
Right -Suited Universal 2018 18.0.13 RSU23828
2018-Jun-21 14:28:35
Page 1
Bay EGR NkLoMKensington R eserveEsteroBay EGR N. rup Calc . MJ8 House faces: N
Project Summary Job: W201(ensingtonReserv..
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
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Notes: L.S. 06-21-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 IF Outside db 93 OF
Inside db 70 IF Inside db 75 IF
Design TD 28 IF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 15646 Btuh
Ducts 3974 Btuh
Central vent (28 cfm) 850 Btuh
Outside air
Humidification 0 Btuh
PIP99 0 Btuh
Equipment load 20470 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
Heating Coolinq
1340 1340
13057 13057
0.36 0.18
78 40
Sensible Cooling Equipment Load Sizing
Structure 13333 Btuh
Ducts 6066 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 19936 Btuh
Latent Cooling Equipment Load Sizing
Structure 2840 Btuh
Ducts 879 Btuh
Central vent (28 cfm) 868 Btuh
Outside air
Equipment latent load 4587 Btuh
Equipment Total Load (Sen+Lat) 24523 Btuh
Req. total capacity at 0.75 SHR 2.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ1 40301 K Cond GSZ1 40301 K
AHRI ref 8242621 Coil ASPT37C14A
AHRI ref 8242621
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 35 OF
Backup:
8.5 HSPF
28000 Btuh @) 47°F
27 OF
947 cfm
0.048 cfm/Btuh
0.40 in H2O
Input = 5 kW, Output = 18356 Btuh, 100 AFUE
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
12.5 EER, 15 SEER
21300 Btuh
7100 Btuh
28400 Btuh
947 cfm
0.049 cfm/Btuh
0.40 in H2O
0.81
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suitei& Universal 2018 IM.13 RSU23828
2018-Jun-21 14:28.35
Page 2
Bay EGR N \ Lot20KensingtonR es erveEsteroBay EGR N. rup Calc - MJ8 House faces: N
Project Summary
Job: LOUOKensingtonftserv_
wrightsoW 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,L)EL-AIR.COM
For: RYAN HOMES
2328 TUDOR ROSE DRIVE, SANFORD, FL 32773
Notes: L.S. 06-21-18 SRP
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 8636 Btuh
Ducts 5112 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13748 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 11802 Btuh
Ducts 8719 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multi ier 1.00
Equipment sensige load 20521 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 1269 Btuh
Ducts 2609 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
Area (ft2) 1680 1680 Equipment latent load 3878 Btuh
Volume (ft3) 12487 12487
Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 24399 Btuh
Equiv. AVF (cfm) 80 41 Req. total capacity at 0.75 SHR 2.3 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ1 40301 K
AHRI ref :8242621
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 26 OF
Backup:
8.5 HSPF
28000 Btuh Qa) 470F
27 OF
947 cfm
0.069 cfm/Btuh
0.40 in H2O
Input = 5 kW, Output = 15735 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI_
Cond GSZ140301K
Coil AS PT37C 1 4A
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 0.046 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-21 14.28:35
Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 3
Bay EGR N\ Lot20Kens ingtonR eserveEsteroBay E GR N, rup Calc 4 MJ8 House faces: N
Al-
rr wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISGO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReservelEs
Date: 8-30-11
By: EJHl
1 Hoorn name Entire House ZONE 1
2 Exposed wall 293.0 ft 135.0 ft
3 Room height 8.6 ft 9.3 ft
4 Room dimensions
5 Room area 2959.9 tt' 1399,0 ft,
Ty Construction U-value Or HTM Area (ft2) Load Area (tt2) Load
number Btuh/ftl-'F) Bt tv) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vh12B-Osw 0.097 n 2,69 3 316 253 680 845 0 0 0 0
2A-2om 0.320 n 8.86 10.83 18 0 160 195 0 0 0 0
2A-2om 0,350 n 9.69 12.19 30 0 291 366 0 0 0 0
2A-2onn 0,350 n 9.69 12.19 15 0 145 183 0 0 0 0
Vh13A-2ocs11 Blk wall, s 0,201 n 5.57 4.37 I77 119 661 519 177 119 661 519
2A-Zorn 0.350 n 9.69 12.19 19 0 187 235 19 0 187 235
2A-2orn 0.350 n 9.69 12.19 19 0 187 235 19 0 187 235
11DO 0.390 n 10.80 12.03 20 20 216 241 20 20 216 241
W 16A-19ad 0.049 n 136 3.64 7 7 9 24 0 0 0 0
W 16A-19ad 0,049 ne 1,36 164 1 1 2 5 0 0 0 0
t--G
12B-OSW 0.097 e 2.69 3.34 316 301 809 1005 0 0 0 0
2A-2om 0.350 e 9:69 33.98 15 0 145 510 0 0 0 0
t-G
13A-2ocs Blk wall, s 0,201 e 5.57 4.37 434 395 2202 1729 434 395 2202 1729
2A-20m 0.350 e 9,69 33.98 39 0 374 1310 39 0 374 1310
W 16A-19ad 0.049 e 1.36 3,64 4 4 5 13 0 0 0 0
W 16A-19ad 0,049 so 1.36 164 1 1 2 5 0 0 0 0
1213-0sw 0097 a 2.69 3.34 316 274 736 915 0 0 0 0
2A-2orn 6: 30.350s 9,69 12.23 12 12 116 147 0 0 0 0
2A-2om 0.350 s 9.69 1250 30 23 291 375 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 4.37 W 256 1427 1121 369 256 1427 1121
2A-2om 0.350 s 9.69 13.58 32 0 314 440 32 0 314 440
2A-2om 0.350 s 9.69 12.19 16 16 153 192 16 16 153 192
2A-2onn 0.390 s 9.69 1219 16 16 157 197 16 16 157 197
2A-2omd 0,620 s 17.17 16,92 48 48 824 812 48 48 824 812
W 16A-19ad 0:049 s 1.36 3.64 7 7 9 24 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 0 0 0 0
128-Osw 0,097 w 2.69 3.34 316 286 768 955 0 0 0 0t2A-2orn 0350 w 9.69 33.98 30 0 291 1019 0 0 0 0C.
t__.G
13A-2ocs Elk wall, s 0,201 w 5.57 4.37 280 248 1379 1083 280 248 1379 1083
2A-2orn 0.350 w 9.69 12.19 32 32 314 395 32 32 314 395
W 16A-19ad 0.049 w 1.36 3,64 4 4 5 13 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 0 0 0 0
L 213-0sw 0,097 2 69 1.75 345 328 880 574 345 328 880 574
11DO 0.390 n 110,80 1203 18 18 192 214 18 18 192 214D
C 16B-30ad 0.032 0.89 1.74 1693 1693 1501 2945 133 133 118 231
F 19C-19cscp M049 0.47 0.30 133 133 63 40 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 100 100 188 98 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 62 62 116 60 0 0 0 0
F 22A-tol 0,989 2T40 0.00 1399 135 3698 0 1399 135 3698 0
C) c) AED excursion 01 0
Envelope loss/gain 19W 19W 13283 9526
121 Infiltration 4782 1551 2363 767
b) Room ventilation 0 0 0 0
131 Internet gains: Occupants @ 230 8 im a 1840
Appliances/other 2700 1200
Subtotal (lines 6 to 13) 24282 251351 15W 13333
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 24282 25135 15646 13333
15 Duct loads 1 37% 59*1- 90% 14785 25 46% 3974 6066
Total room load 1 333671 39920 1 19620 19399
Air required (cfm) 1894, 18941 947 947
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-21 14:28:35
Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 1
Bay EG R N\Lot20Kensington Res erveEsteroBay EGR N. rup Calc - MJ8 House faces: N
a.,-
9w wrightsoft* Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 GODISCO WAY, SANFORD, FL 32771 none: 407-333-2665 Fax: 407-333-3853 Web: WWW,DR-AIR.COM
Job: LoMlKensingtonReservelEs
Date: 8-30-11
By; EJH1
1 Room name ZONE 2
2 Exposed wall 158,0 it
3 Room height 0 ft
4 Room dimensions
5 Room area 1560.9 W
Ty Construction U-value Or HTM Area (ft2) Load Area Load
number Btuh/ttl-'F) Bt f12) or perimeter (ft) 13t h) I or perimeter
Heat Goal Gross N/P/S Heat cool Gross N/P/S Heat Cool
6
Vh
1213-0sw 0.097 n 2.69 3.34 316 253 680 845
2A-tom 0.320 n 8.86 10.83 18 0 160 195
2A-2om 0,350 n 9.69 12,19 30 0 291 366
2A-2orn 0.350 n 9.69 12.19 15 0 145 183
h13A-
2ors11 Blk wall, s 0.201 n 5.57 4.37 0 0 0 0
2.A-2om 0,350 n 9.69 12.19 0 0 0 0
2A-2orn 0.350 n 9.69 12.19 0 0 0 0
11DO 0,390 n 10,80 12.03 0 0 0 0
W 16A19ad O:M n 1.36 3.64 7 7 9 24
W 16A19ad 0.049 ne 1,36 164 1 1 2 5
t_a
12B-0sw 0.097 e 2'69 3'34 316 301 809 1005
2A-2om 0.350 a 9.69 3398 15 0 145 510
t--G
13A -2ocs B lk wall, s 0,201 a 5.57 4.37 0 0 0 0
2A-2orn 0.350 e 9,69 3a98 0 0 0 0
W 16A-19M 0.049 e 1.36 3.64 4 4 5 13
W 16A-I9ad 0,049 se 1.36 3.64 1 1 2 5
12B-Osw 0097 s 2,69 3,34 316 274 736 915
2A-2orn 0:350 s 969 12.23 12 12 116 147
2A-2om 0.350 s 9.69 12.50 30 23 291 375
13A-2ocs Btk wall, s 0.201 s 5.57 4.37 0 0 0 0
2A-2orn OMO s 9.69 13.58 0 0 0 0
2A-2onn 0,350 s 9.69 12.19 0 0 0 0
2A-2orn 0.350 s 9.69 12.19 0 0 0 0
2A-2omd 0,620 s 17.17 16,92 0 0 0 0
W 16A-19ad 0.049 s 1.36 3,64 7 7 9 24
W 16A-19M 0.049 sw 1.36 3,64 1 1 2 5
t__G
1213-0sw 0.097 w 2.69 3.34 316 286 768 955
2A-2orn 0.350 w 9.69 33.98 30 0 291 1019
t_."
13A-2ocs Blk wall, s 0,201 w 5.57 4.37 0 0 0 0
2A-2orn 0,350 w 9.69 12.19 0 0 0 0
W 16A-19M 0.049 w 1.36 3.64 4 4 5 13
W 16A-19ad 0.049 rw 1.36 3.64 1 1 2 5
L-.4)
1213-0sw 0M7 2.69 1,75 0 0 0 0
1100 0.390 n 10.80 12,03 0 0 0 0
C 1613-30ad 0.032 0.89 1.74 1560 1560 1383 2714
F 19c-1 90sep 0.049 0.47 0.30 133 133 63 40
F 20P-13c 0,068 1.88 0.98 100 100 188 98
F 20P-13c 0.068 1,88 0.98 62 62 116 60
F 22A-tol 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 01;
Envelope loss/on 6218 9518
12 a) Infiltration 2419 78511
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0
Appliances/other 1500
Subtotal (lines 6 to 13) 86W 11802
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Sulzitotal 8636 11802
15 Duct loads 59*/. 741/. 5112 8719
Total room load 137481 205211IAirrequired (cfm) 1 947 947 1 1 1
Calculations approved U ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteS Universal 2018 18.0.13 RSU23828
2018-Jun-21 14:28:35
Page 2
Bay EGR N\Lot 20KensingtonR as erveEsteroBayEGR N. rup Calc - MJ8 House faces: N
a.,-
9- wrightsoft, Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CqNDITI0NING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM
Job: Lot 2OKensingtonResetveEs
Date: 8-315-111
By: EJH
I Room name ZONE I KITIDINETTE
2 Exposed wall 135.0 It 37,0 It
3 Room height 9.3 It 9.3 It heat/cool
4 Room dimensions 12.5 x 24,5 It
5 Room area 1399.0 tt2 306.3 ft2
Ty Construction
number
U-value
6tuh/ft2_-F)
Or HTIVI
Bt ft2)
Area (ft2)
or perimeter (ft)
Load
St h)
Area (ft2)
or perimeter (ft)
Load
131uh)
Heat cool Gross N/P/S Heat cool Gross N/P/S Heat CoolI
6 Vh12B-Osw 0.097 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2onn 0.320 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
2A-2orn 0,350 n U0 OM 0 0 0 0 0 0 0 0
11
h13A-
2ocs Blk wall, s 0,201 n 5.57 4.37 177 119 661 519 0 0 0 0
2A-2ont
2A-2orn
0.350
0.350
n
n
9.69
9.69
12.19
12,19
19
19
0
0
187
187
235
235
0
0
0
0
0
0
0
0
11DQ 0.390 n 10.80 12.03 20 20 216 241 0 0 0 0
W iii 16A-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 0.00 OX)o 0 0 0 0 0 0 0 0
t-G
12B-Osw 0-097 e 0'00 0,00 0 0 0 0 0 0 0 0
2A-2om 0350 a OM 000 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0,201 a 5.57 4,37 434 395 2202 1729 229 229 1273 1000
2A-2om
16A-19ad
0.350
0.049
a
e
9.69
0.00
33,98
0.00
39
0
0
0
374
0
1310
0
0
0
0
0
0
0
0
0W
W 16A-19ad
1213-0sw
2A-2orn
0.049
0,097
0.35Q
se
s
S
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0,350 S 0.00 0,00 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s
2A-2orn
0.201
O.350
s
s
5.57
9.69
4.37
13.58
369
32
256
0
1427
314
1121
440
117
32
84
0
469
314
369
440
2A-2orn
2A-2orn
0.350
0,350
s
s
9.69
9.69
12.19
12,19
16
16
16
16
153
157
192
197
0
0
0
0
0
0
0
0
2A-2omd 0,620 s 17.17 M92 48 48 824 812 0 0 0 0
W 16A-19W 0'M s 0.00 0.00 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
t-6
1213-0sw
2A-2om
0.097
0350
w
w
0.00
0100
OM
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t__G
13A-2ocs Blk wall, s
2A-2orn
16A-19W
0,201
0.350
0.049
w
w
w
5,57
9.69
0.00
4,37
12,19
OM
280
32
0
248
32
0
1379
314
0
1083
395
0
0
0
0
0
0
0
0
0
0
0
0
0W
W
R
L---D
16A-19ad
1213.0sw
0.049
0M7
ryw 0.00
M9
0,00
1.75
0
345
0
328
0
880
0
574
0
0
0
0
0
0
0
0
1100 0.390 n 10.80 12,03 18 18 192 214 0 0 0 0
C 16B-30ad 0M2 0.89 1.74 133 133 118 231 0 0 0 0
F 19C-19cscp O:049 0.00 0.00 0 0 0 0 0 0 0 0
F 2OP-13c 0,068 OM 0.00 0 0 0 0 0 0 0 0
F 2OP-13r 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-tol 0.989 27,40 OM 1399 135 3698 0 306 37 1014 0
61 c) AED excursion 0 63
1 Envelope loss/gain 13283 9526 3070 1745
121 a) Infiltration 2363 767 648 210
b) Room ventilation 0 0 0 0
13 1 ntemal gains: Occupants (a) 230 8 1840 0 0
Appliances/other 1200 1200
Subtotal (lines 6 to 13) 15646 13333 3718 3155
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 15646 13333 3718 3155
15 Duct loads 1 25% 46% 3974 6066 25%1 46% 944 1435
Total room load I 19620 19399 46621 4590
Air required (cfm) 1 1 947 947, 225 224
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
H_ 2018-Jun-21 14:28:35
Right-SurteO Universal 2018 18,0,13 RSU23828 Page 3
BayEGRN\Lot20KensingtonReserveEsteroBayEGRN.rup Cale - MJ8 House faces: N
A.I..
9w wrightsoft, Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISGO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: LotMensingtonftserve!Es
Date: 8-30-11
By: EJH
1 Room name FAMILY HALL
2 Exposed wall 27.0 It 0 It
3 Room height 9.3 It heat/cod 9.3 It heat/cool
4 Room dimensions 1.0 x 409.8 If 1.0 x 147.5 It
5 Room area 409.8 It' 147.5 ft2
Ty Construction
number
U-value
Btuh/ftl-'F)
Or HTM
BtuWft2)
Area (III
or perimeter (ft)
Load
Eit h) I
Area (tt2)
or perimeter (ft)
Load
Btuh)
Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 123-Osw 0.097 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 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
2A-2om 0,350 n 0,00 0.00 0 0 0 0 0 0 0 0
11
h13A
2ocs Blk wall, s 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0
2A-2orn 0350 n 9,69 12,19 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
W 16A-19ad Oi049 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19W 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0
t--G
1213-0sw
2A-2orn
0097
0:350
e
e
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs Blk wall, s 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0
W
2A-2om
16A-19ad
0'350
0.049
e
e
9.69
0.00
33.98
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 16A-19ad
12B-Osw
0.049
0.097
se
s
0.00
0.00
0,00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2orn 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
13A-2ocs Blk wall, s
2A-2om
0,201
0.350
s
s
5.57
9.69
4.37
13.58
159
0
I'll
0
616
0
484
0
0
0
0
0
0
0
0
0
2A-tarn 0.350 s 9.69 12.19 0 0 0 0 0 0 0 0
2A-2orn 0.350 s 9.69 12.19 0 0 0 0 0 0 0 0
W
2A-2omd
16A-19ad
0.620
0.049
s
s
17.17
0.00
16,92
0.00
48
0
48
0
824
0
812
0
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
128-0sw 0097 w 0.00 0.00 0 0 0 0 0 0 0 0t-41- 2A-2orn 0:350 w 0.00 OV 0 0 0 0 0 0 0 0
t__6
W
13A-2ocs Blk wall, s
2A-2om
16A-19ad
0.201
0.350
0.049
w
w
w
5.57
9.69
0.00
4.37
12,19
0.00
93
32
0
61
32
0
339
314
0
266
395
0
0
0
0
0
0
0
0
0
0
0
0
0
W
1
16A-19ad
1 213-0sw
0.049
0.097
rrw 0.00
269,
0.00
1 75
0
0
0
0
0
0
0
0
0
182
0
164
0
441
0
288
11DO 0,390 n 1080 1203 0 0 0 0 18 18 192 2140
C 1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 19C-19rscp 0049 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-tol 0.989 27.40 0.00 410 27 740 0 148 0 0 0
6 c) AED excursion 3371 1 -29
Envelope loss/gain 2833 22941 633 472
12 a) Infiltration 473 153 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 1 230
Appliances/other 0 1 01
Subtotal pines 6 to 13) 3306 3597 1 633 7021
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 378 324
14 Subtotal 3306 3597 1011 1026
151 Duct loads 1 251% 46% 840 1637 251% W/. 257 467
Total room load I 4146 5234 1268 14931Airrequired (cfm) 1 1 2001 2551 61 2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suited Universal 2018 18.0.13 RSU23828
2018-Jun-21 14:28:35
Page 4
S.yEGRN\Lot20KensingtonReserveEsteroBayEGRN.rup Calc - M.18 House faces: N
j 1.
F wrightsoft, Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-26"65 -fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot2OKensingtonReserveEs
Date: 8-30-11
By: EJH
I Room name 1STFLR BTH 1STFLR BID
2 Exposed wall 5.5 it 24.5 it
3 Hoorn height 9.3 it heat/cool 9.3 it heat/cool
4 Room dimensions 5.5 x 5.6 it 1.0 x 151,8 it
5 Room area 30.7 ft2 151.8 ft2
Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load
number BtufVftl-'F) Btuh/tt') or perimeter (it) Bt h) I or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12B-Osw 0.097 n 000 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-tom 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 OM 0 0 0 0 0 0 0 0
11 13A-2ocs Rik wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
2A-tom
2A-2orn
11DO
0.350
0.350
0.390
n
n
n
9.69
9.69
10.80
12.19
12.19
12.03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
W 16A-19ad 0:049 n 0.00 0,00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0
t--G
12B-Osw 0'097 e 000' 000, 0 0 0 0 0 0 0 0
2A-2orn 0350 e 0.00 000 0 0 0 0 0 0 0 0
t-
G
13A-2ors Bik wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2orn
16A-119ad
0.350
0.049
e
e
9.69
0,00
33.98
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
W 16A-19ad
12B-Osw
0.049
0.097
so
s
0.00
OM
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2onn 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2onn 0.350 s OM 0.00 0 0 0 0 0 0 0 0
13A-2ocs Rik wall, s 0.201 s 5.57 4.37 0 0 0 0 93 61 342 268
2A-2orn 0.350 s 9.69 13.58 0 0 0 0 0 0 0 0
2A-2orn 0.350 s 9.69 12.19 0 0 0 0 16 16 153 192
2A-2om 0.350 s 9.69 12.19 0 0 0 0 16 16 157 197
2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0
W 16A-1 9ad 0.049 s 0.00 0.00 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
t__rl
12B-Osw
2A-2om
0.097
0350
w
w
OM
0.00
0.00
OM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t--.
C,
13A-2ocs Rik wall, s 0.201 W 5,57 4.37 51 51 286 224 135 135 753 592
2A-2orn 0.350 w 9,69 12.19 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
W 16A-19ad 0.049 nw OM OM 0 0 0 0 0 0 0 0
L--D
1W2B-Os 0097* 269 1.75 51 51 138 90 0 0 0 0
11DO 0390 n 10'.80 12.03 0 0 0 0 0 0 0 0
c 16B-30ad 0.032 0,89 1.74 0 0 0 0 0 0 0 0
IF 19C-19cscp 0.049 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-tpl 0.989 27.40 0.00 30 6 151 0 152 25 671 0
6 c) AED excursion 14 55
Envelope loss/gain 574 301 2076 1194
12 a) Infiltration 96 31 429 139
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) 671 332 2505 1 1333
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 671 332 2505 1333
15 Duct loads 1 25% 461/. 170 151 251% 636 607
Total room load 1 8411 483 3141 1940
Air required (cfm) 41 241 1 1 152 95.
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
2018-Jun-21 14:28:35
Right-SuiteO Universal 2018 M0.13 RSU23828 Page 5
13.yEGRN\Lot20KensingtonReserveEsteroBayEGRN.rup Calc = IVIJ8 House faces: N
Ill.
9w wrightsoft, Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 none: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LoMlKensingtonlFleserve!Es
Date: 8-30-11
By: EJH
I Room name DINING FOYER
2 Exposed wall 34.5 It 6.5 It
3 Room height 9.3 It heat/cool 9.3 It heat/cool
4 Room dimensions 12.5 x 22.0 It R5 x 12.0 It
5 Room area 275.0 112 78.0 ft2
Ty Construction
number
LI-value
Btuh/ft2-.F)
Or HTM
Btu ft')
Area (ft2)
or perimeter (ft)
Load
Bt h)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Neat 0001 Gross N/P/S - Heat cool Gross I N/P/S Heat CoolI
6 128.Osw 0M7 n OM 0.00 0 0 0 0 0 0 0 0
2A-2om 0.320 n 0.00 OM 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
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
11 13A-2ocs Olk wall, s 0,201 n 5,57 4.37 117 78 435 342 61 41 226 178
2A-2om 0.350 n 9.69 12,19 19 0 187 235 0 0 0 0
2A-2om 0.350 n 9.69 12,19 19 0 187 235 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 20 20 216 241
W 16A-19ad 0:049 n 0.00 OM 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 ne OM 0.00 0 0 0 0 0 0 0 0
t--.G
12B-40sw OM7 e 000 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0
t--
c-
13A-2ocs Bilk wall, s 0.201 e 5.57 4.37 205 167 929 729 0 0 0 0
2A-2om 0.350 e 9.69 33.98 39 0 374 1310 0 0 0 0
W 16A-19ad 0,049 e 0,00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad
1213-0sw
0.049
0M7
se
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0,350 s 0.00 OM 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
13A-2ocs Blik wall, s O.201 s 5,57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 1158 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9,69 12.19 0 0 0 0 0 0 0 0
2A-2om 0,350 s 9.69 12.19 0 0 0 0 0 0 0 0
2A-2omd 0,620 s 1717 16.92 0 0 0 0 0 0 0 0
W 16A-19ad 0:049 S OM 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0,049 sw OM 0.00 0 0 0 0 0 0 0 0
T_.G
1213-0sw 0,097 w OM 000 0 0 0 0 0 0 0 0
2A-2om 0350 w 0.00 0:00 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 w 5.57 4,37 0 0 0 0 0 0 0 0
2A-2om
16A-19ad
0.350
U49
w
w
9.69
OM
12.19
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
W 16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
RL-D
1213-0sw 0.097 2.69 1.75 0 0 0 0 112 112 301 196
1100 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 134 88 88 78 152 46 46 40 79
F 190-19esep 0,049 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-130 OM8 OM 0.00 0 0 0 0 0 0 0 0
F 22A-tol 0,989 27,40 0.00 275 35 945 0 78 7 178 0
61 c) AED excursion 1 1371 1 -W
Envelope loss/on 3134 2866 9621 655
121 Infiltration 604 196 114 37
b) Room ventilation 0 0 01 0
13 Internal gains, occupants @ 230 1 230 1 230
Appliances/other 0 0
Subtotal (lines 6 to 13) 3738 32921 1076 922
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 698 598 1076 922
14 Subtotal 4435 3890 0 0
15 Duct loads 1 25% 1 46%1 1127 1770 25% 1 46% 0 0
Total room load I I 5562I 5660 01 0
Air required (cfm) 268 276- 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-21 14:28 35
Right-SuiteO Universal 2018 MO. 13 RS 23828 Page 6
Say EG R N\Lot20Kensingion R eserveEsteroBay E GR N. rup Calc . MJ8 House faces: N
Aj..
F wrightsoft* Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, Ft.. 32771 one: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL--AIR.COM
Job: LWOKensingtonftserveEs
Date: 8-30-11
By: EJH
1 Room name ZONE 2 BDRIV14
2 Exposed wall 158.0 it 12.0 it
3 Room height 8,0 it 8.0 it heat/cool
4 Room dimensions 12.0 x 11,5 it
5 Room area 1560.9 W 138.0 112
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft-"F) Bt ft2) I or perimeter (it) Bt h) I or perimeter (tt) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat CoolI
6
h1213-
0sw 0.097 n 2.69 3.34 316 253 680 845 96 75 202 2-%
2A-tan 0.320 n 8.86 10,83 18 0 160 195 6 0 53 65
2A-2om 0,3W n 9.69 12,19 30 0 291 366 15 0 145 183
2A-2orn 0.350 n 9.69 12.19 15 0 145 183 0 0 0 0
11 13A-2ocs Blk wadi, s 0.201 n OM 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
2A-2om 0,350 n 0,00 0.00 0 0 0 0 0 0 0 0
11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0:049 n 1.36 3.64 7 7 9 24 0 0 0 0
W 16A-19ad 0.049 ne 1,36 3.64 1 1 2 5 0 0 0 0
T1213-0sw OM7 e 2,69 3 * 34 316 301 8W 1005 0 0 0 0
2A-2orn 0.350 e 9169 33.98 15 0 145 510 0 0 0 0G
t-" 13A-2ocs Blk wall, s 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0350 e 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 e L36 3.64 4 4 5 13 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 1 1 2 5 0 0 0 0
12B-Osw 0.097 s 2.69 3.34 316 274 736 915 0 0 0 0
2A-2om 0AW s 9.69 12.23 12 12 116 147 0 0 0 0
2A-2om 0,350 s 9.69 12.50 30 23 291 375 0 0 0 0
13A-2ocs Blk wall, s 0.201 s OM 0.00 0 0 0 0 0 0 0 0
2A-2orn 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
2A-2orn 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 s 0.00 0J00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 s 1.36 3.64 7 7 9 24 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3,64 1 1 2 5 0 0 0 0
t--
G
1213-0sw 0.097 w 2.69 3.34 316 286 768 955 0 0 0 0
2A-2om 0.350 w 9.69 33.198 30 0 291 1019 0 0 0 0
13A-2ocs Rik wall, s 0,201 w 0.00 0.00 0 0 0 0 0 0 0 0
G 2A-2orn 0350 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 1:36 164 4 4 5 13 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5 0 0 0 0
I 213-0sw 0097 0.00 0.00 0 0 0 0 0 0 0 0
11DO 0,390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 1560 1560 1383 2714 138 138 122 240
F 19C-19cscp 0.049 0.47 0.30 M 133 63 40 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 100 100 188 98 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 62 62 116 60 62 62 116 60
F 22A-tol 0.989 0.00 0.00 0 0 0 0 0 0 0 0
61 c) AED excursion 0 1 53
Envelope loss/gain 6218 9518 639 746
12 a) Infiltration 2419 785 180 58
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1500 300
Subtotal (lines 6 to 13) 8636 118021 819 1104
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 8636 11802 819 1104
15 Duct loads 1 59% 1 74%l 5112 8719 591% 74% 485 816 1
1 Total room load I 1 137481 20521 1303 1920
Air required (cfm) 947 1 947, 1 1 901 891
Calculations ageroved Uy ACCA to meet all re2uirements of Manual J 8th Ed.
2018-Jun-21 14:28:35
Right-SutteO Universal 2018 18.0.13 RSU23828 Page 7
Bay EG R N\Lot20Kens ington R eserveEsteroBay EGR N. rup Cale - MJ8 House faces: N
J.1-
9- wrightsoft, Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CPNDITIONINg531GODISCOWAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot20KensingtonReservelEs
Date: 8-30-11
By: EJH1
I ROOM name BDRIV13 LOFT
2 Exposed wadi 26.5 it 36.0 it
3 Room height 0 it heat/cool 8,0 it heat/cool
4 Room dimensions 1.0 x 151.5 it 1.0 x 266.0 it
5 Room area 151.5 tt2 266,0 it'
Ty Gonstruction U-value Or HTM Area qv) LOW Area (ft2) Load
number BtutVttl-'F) Bt fV) I or perimeter (ft) Bt h) I or perimeter (ft) Btuh)
Heat cod Gross N/P/S Heat cool Gross N/P/S Heat Gool
6 1213-0sw 0.097 n 2.69 3.34 108 78 210 260 112 100 269 334
2A-2om 0,320 n 8.86 10,83 0 0 0 0 12 0 106 130
2A-2orn 0.350 n 969 12.19 15 0 145 183 0 0 0 0
2A-2om 0.3W n 9.69 12.19 15 0 145 M 0 0 0 0
h13A-
2ocs11 Blk wall, s 0.201 in 0.00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0,350 n 0.00 OM 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 0,00 0.00 0 0 0 0 0 0 0 0
11DO 0.390 n 0.00 0.00 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 16A-19M 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0
i
t-G
1213-0sw 0097 e 2,69 3,34 104 104 279 347 0 0 0 0
2A-2om 0:" e 9.69 33.98 0 0 0 0 0 0 0 0
t--" 13A-2ocs Rik wall, s 0.201 e 0.00 OM 0 0 0 0 0 0 0 0
W
2A-2onn
16A-19ad <
0.3W
0,04.9
e
e
0.00
L36
0.00
3.64
0
0
0
0
0
0
0
0
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
T 1213-0sw 0.097 s 2.69 3.34 0 0 0 0 0 0 0 0
2A-2om O.350 s 9.69 12.23 0 0 0 0 0 0 0 0
2A-2om 0.350 S 9.69 12.50 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0350 s 0.00 0,00 0 0 0 0 0 0 0 0
2A-2om 0.350 s OM 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-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 4049 s 1.36 3.64 0 0 0 0 I 0 0 0 0
IN 16A-19W 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
t_G
1213-0sw OM7 w 2.69 3,34 0 0 0 0 176 146 392 487
2A-2orn M350 w 9.69 3198 0 0 0 0 30 0 291 1019
t 13A-2ocs Rik wall, s R201 w OM 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 GW
16A-19ad 0:049 w 1.36 3,654 0 0 0 0 0 0 0 0 W
16A-19ad 0,049 rw 1.36 164 0 0 0 0 0 0 0 0 R
L
D 1213-
0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0 11DO
0.390 n 0.00 OM 0 0 0 0 0 0 0 0 C
16B-30ad 0,032 OM 1.74 152 152 134 263 266 266 2,36 463 F
19r,-19cscp 0,049 0.47 0.30 0 0 0 0 133 133 63 40 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
2OP-130 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-too 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61
c) AED excursion 76 1 311 1
Envelope loss/gain 914 1161 1357 2784 121
a) Infiltration 398 129 540 175 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 300 0 Subtotal (
lines 6 to 13) 1312 1590 1897 1 2959 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 14
Subtotal 1312 1590 1897 2959 15
Duct leads 1 591% 741/. 776 117 59% 1 74% 1123 2186 Total
room load 1 2088I 2764 1 3019 5145 Air
required (cfm) 14 1281 Uol 4131 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-
Jun-21 14:28:35 Right-
suiteo Universal 2018 18.0,13 RSU23828 Page 8 Bay
EGR N\LoMl(ensington R eserveEsteroBayE GR N. rup Calc = MJ8 House faces: N
dL.
9w 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 2OKensi ngton ReservelEs
Date: 8-30-11
By: EJH
I Room name MBDRM MWIC2
2 Exposed wall 19.0 ft 8.5 ft
3 Room height 8.0 ft heat/cod 8.0 ft heat/cool
4 Room dimensions 1.0 x 311.5 If 7.0 x 8.5 ft
5 Room area 311.5 ft2 59.5 ft2
Ty Construction U-value Or HTM Area (jt2) Load Area (ft2) Load
number Btuh/ftl-'F) BI ft2) or perimeter (ft) Bt h) or perimeter (tt) Btuh)
Heat cool Gross N/PIS Heat cool Gross N/P/S Heat cool
6 0097 n 269 3.34 0 0 0 0 0 0 0 0
2A-2om 0:320 n iffi 1M83 0 0 0 0 0 0 0 0 JE1213.
0sw 2A-
tom 0.350 n 9,69 12,19 0 0 0 0 0 0 0 0 2A-
2om UW n 9.69 12.19 0 0 0 0 0 0 0 0 Vh13A-
2ocs 11Bilk wall, s 0.201 n OM 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 n 0.00 OM 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 11DO
0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 n 1.36 3,64 7 7 9 24 0 0 0 0 W
16A-19M 0.049 ne 1.36 3.64 1 1 2 5 0 0 0 0 t--
G 11213-
0sw 2A-
2om 0.
097 0.
350 e
e
2.
69 9.
69 3.
34 33.
98 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
13A-2ocs Blk wail, s 0.201 e 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 e 1.36 3.64 4 4 5 13 0 0 0 0 W
16A-19ad 0.049 se 1.36 3.64 1 1 2 5 0 0 0 0 1213.
0sw 0.097 s 2,69 334 152 122 328 407 0 0 0 0 2A-
2om 0350 s 9.69 12.23 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 9,69 12.50 30 23 291 375 0 0 0 0 13A-
2ocs Blk wall, s 0.201 s 0,00 OM 0 0 0 0 0 0 0 0 2A-
2om 0.350 s OM 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 0.00 OM 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-
2omd 0.620 s 0.00 0,00 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 s 1.36 3.64 7 7 9 24 0 0 0 0 W
16A-19ad 0.049 sw 1.36 3.64 1 1 2 5 0 0 0 0 11
1213-
0sw 0097' w 2.69 3.34 0 0 0 0 68 68 183 227 2A-
2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 0.201 w OM 0,00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 ROO 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 w 1,36 164 4 4 5 13 0 0 0 0 W
16A-19ad 0.049 rrw 1.36 3.64 1 1 2 5 0 0 0 0 R
L--
4) 1213-
0sw 0.097 0.00 OM 0 0 0 0 0 0 0 0 1100
0.390 n 0.00 0,00 0 0 0 0 0 0 0 0 C
166-30ad 0.032 0.89 1.74 312 312 276 542 60 60 53 103 F
19G-190scp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
2OP-13c 0.068 IM OM 30 30 57 29 7 7 13 7 F
2OP-13c 0,068 1.88 0,98 0 0 0 0 0 0 0 0 F
22A-too 0M9 0.00 OM 0 0 0 0 0 0 0 0 61
c) AED excursion 1 69 1 1 -17 Envelope
loss/gain 1 986 1377 2491 320 12
a) Infiltration 333 108 1281 41 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants 0 230 0 0 0 0 Appliances/
other 6001 0 1
Subtotal (lines 6 to 13) 1319 2086 376 361 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1319 2086 376 361 15
Duct loads 599/01 7 4% 1 781 1541 591% 74%. 1 2231 267 Total
row load I 2100 1261 5% 1628 1
Air required (cfm) 145 167 1
411 291 Calculations
approved U ACCA to meet all requirements of Manual J 8th Ed. 2018-
Jun-21 14:28,35 Right,
SuiteO Universal 2018 18.0.13 RSU23828 Page 9 Bay
EGR N\ Lo(20Kens ingtonR es erveEsteroBay EGR N. rup Cale - MJ8 House faces: N
a-L-
qw wrightsoft Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CqNDITIONINq531CODISCOWAY, SANFORD, FL 32771 one: 407-333-2665 ax: 407-333-3853 Wet): WWW.DEL-AIR.COM
Job: Lot20KensingtonReservelEs
Date: 8-30-11
By: EJH
1 Room name MWIC1 W/C
2 Exposed wall MO ft 6,0 If
3 Room height 8.0 It heat/cool 8.0 It heat/cod
4 Room dimensions 7.0 x 9,0 It 6,0 x 4.0 If
5 Room area 63,0 Q2 24.0 It'
Ty Construction U-value Or HTM Area (ft2) Load Area (f11) Load
number Btuhift2-'F) Btuh/ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat cod
6
h12B-
Osw 0,097 n 269 3.34 0 0 0 0 0 0 0 0
2A-2om 0,320 n 8.86 10.83 0 0 0 0 0 0 0 0
2A-tom 0,350 n 9.69 1219 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
11 13A-2ocs Blk wall, s 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 n 0.00 OM 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
11DO 0.390 n 0.00 0.00 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 16A-19ad 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0
t--G
1213-0sw 0*09-1 e 2*69 3*34 0 0 0 0 0 0 0 0
2A-2onn 0350 e 969 3398 0 0 0 0 0 0 0 0
t 13A-2ocs Blk wall, s 0.201 e OM 0.00 0 0 0 0 0 0 0 0 2A-
2om 0350 e 0.00 0.00 0 0 0 0 0 0 0 0 GW
16A-19a4 0,049 e 1,36 3.64 0 0 0 0 0 0 0 0 W
16A-19ad 0,049 se 1.36 164 0 0 0 0 0 0 0 0 12B-
Osw 0.097 S 2.69 3.34 56 56 150 187 48 48 129 160 2A-
2orn 0.350 s 9.69 12.23 0 0 0 0 0 0 0 0 2A-
2om O,350 S 9.69 12.50 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 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-
2orn 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 2A-
2omd O.620 s 0.00 OM 0 0 0 0 0 0 0 0 W
16A-19ad 0.049 s 1.36 3.654 0 0 0 0 0 0 0 0 W
16A-19ad Q049 sw 1.36 3.64 0 0 0 0 0 0 0 0 t
11213-Osw 0097 W 2.69 3.34 72 72 193 240 0 0 0 0 2A-
2orn 0:350 w 9.69 3198 0 0 0 0 0 0 0 0 I.- Vjf
13A-2ocs Blk wall, s 0.201 W 0.00 0,00 0 0 0 0 0 0 0 0 2A-
2orn 0,350 w 0.00 0.00 0 0 0 0 0 0 0 0 W
16A-I9ad 0 049 w 1.36 3.64 0 0 0 0 0 0 0 0 W
16A-19W 0,049 nw, 1.36 3,64 0 0 0 0 0 0 0 0 L-
0 1213-
0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0 1100
U90 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
19C-19cscp O:049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 OM 63 63 119 61 0 0 0 0 F
2OP-13c 0.068 IM 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 61
c) AED excursion 1 311 1 -11 Envelope
loss/gain 518 567 150 191 12
a) Infiltration 240 78 90 29 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) 758 645 240 221 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 758 645 240 221 15
Duct loads 59% 741/,[_ 449 477 59% 1 7 4% 1 142 1 163 Total
room load 1207 1122 1 382 1384 Air
required (cfm) 831 52 261 18 Calculations
approved U ACCA to meet all requirements of Manual J 8th Ed. Right -
Suited Universal 2018 18.0.13 RSU23 8 8 22018-
Jun-21 14:28:35 Page
10 Bay
eGR N\Lot20Kens ingtonR eserveEsteroBay EGR N, rup Calc 6 IVIJ8 House faces: N
F wrightsoft, Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CPNDIT19NING
h 3 . 531 GODISCO WAY, SANFORD, FL32771 one: 407-3 3-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM
Job: Lot 20IKen sing ton ReserveEs
Date: 8-30-11
By: EJH1
1 Room name BDRIV12 IVIBATH
2 Exposed wall 15.5 it 18,5 it
3 Room height 8.0 It heat/cod 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 ft2
Ty construction Ul-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/W'F) Btuh Itz) I or perimeter (h) Bt h) or perimeter (ft) Btuh)
Heat Cod I Gross N/P/S Heat cool Gross N/P/S Heat Cool
6
h125-
Osw 0M7 n 2.69 3.34 0 0 0 0 0 0) 0 0
2A-2om OMO n 8.86 M83 0 0 0 0 0 0) 0 0
2A-2om 0.350 n 9,69 12.19 0 0 0 0 0 01 0 0
2A-tan OWi n 9.69 1219 0 0 0 0 0 0 0 0 h13A-
2ocs
11Blk wall, s 0,201 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 2A-
2om 0350 n 0.00 OM 0 0 0 0 0 0 0 0 11DO
0,390 n OM 0.00 0 0 0 0 0 0 0 0 W
16A-192d 0,049 n 1.36 164 0 0 0 0 0 0 0 0 IN
I6A-19M 0.049 ne 1.36 3.64 0 0 0 0 0 0 0 0 t
12B-Osw 07 M--G
e
2*69 3'34 124 109 293 364 88 88 236 294 2A-
2orn 0,350 e 969 33.98 15 0 145 510 0 0 0 0 t-
l'- 13A-
2ocs Blk wall, s 0.201 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 1.36 3.64 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 12B-
Osw 0.097 s 2.69 3,34 0 0 0 0 60 48 129 160 2A-
2orn 0.350 s 9.69 12.23 0 0 0 0 12 12 116 147 2A-
2om 0.350 s 9.69 12.50 0 0 0 0 0 0 0 0 13A-
2ocs Blk wall, s 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2orn 0350 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-
2orn 0.350 s 0,00 0.00 0 0 0 0 0 0 0 0 2A-
2omd 0.620 s 0.00 0.00 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 W
16A-19ad O.049 sw 1,36 3.64 0 0 0 0 0 0 0 0 t-
41- 128-
Osw 0097 w 2.69 3.34 0 0 0 0 0 0 0 0 2A-
2om O'.350 w 9.69 33.98 0 0 0 0 0 0 0 0 t--
6- 13A-
2ocs 61k wall, s 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 W
16A-I9ad 0.049 w 1,36 3.64 0 0 0 0 0 0 0 0 IN
16A-19ad 0.049 nw 136 3.64 0 0 0 0 0 0 0 0 L
1
2B-Osw 0097' 0'00 0.00 0 0 0 0 0 0 0 0 11DO
0390 n 0.00 0.00 0 0 0 0 0 0 0 0 0G
16B-30ad 0,032 0.89 1.74 185 185 164 322 125 125 110 217 F
19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
2OP-13c 01068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tol OM9 0.00 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 31 1 32 Envelope
loss/gain 603 1192 5921 785 12
a) Infiltration 233 75 278 90 b)
Room ventilation 0 0 0 0 13
1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/
other M 0 Subtotal (
lines 6 to 13) 835 1568 870 875 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 8351 1568 870 875 15
Duct loads 1 59% 74% 494 1158 591% 74% 515 647 Total
room load I 1329 27261 1384 1522 1Airrequired (cfm) I 1 921 1261 95 70 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. i-
vvirlSp"Itmcwrt- 2018-Jun-21 14:28:35 Right-
SuiteO Universal 2018 18.0.13 RSU23828 Page 11 B.
YEGRN\Lot24KensingtonReserveEsteroBayEGRN.rup Calc - MJ8 House faces: N
a-L-
9- wrightsoft, Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 none: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 20Kensi ng ton ReservelEs
Date: 8-30-11
By; EJH
1 Room name STAIRS BATHI
2 Exposed wall 0 It 0 It
3 Room height 8.0 It heat/cod 0 It heat/cool
4 Room dimensions 1.0 x 131.3 If 10.5 x 5.5 It
5 Room area 131.3 ft2 57,8 ft2
Ty Construction U-value Or HTIVI Area (tt Load Area (ft2) Load
number BtuWft?-'F) Bt IF) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat red Gross N/P/S Heat Cool Gross N(P/S Heat CoolI
6 Ah128-Osw 0M7 n 2.69 134 0 0 0 0 0 0 0 0
2A-2orn OMO n 8.86 10.83 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
2A-2orn 0,350 n 9.69 1219 0 0 0 0 0 0 0 0
Vh13A-2ocs11 Blk wall, s 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 0.00 0,00 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0
11DO 0.390 n 0.00 OM 0 0 0 0 0 0 0 0
W 16A-19ad 0,049 n 1.36 164 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
t---G
12B-Osw 0. W7 e Z69 3'34 0 0 0 0 0 0 0 0
2A-2cm 0,350 e 9.69 3398 0 0 0 0 0 0 0 0
t--" 13A-2ocs Blk wall, s 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.350 e 0.00 Mo 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 e 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19M
128-0sw
0.049
0.097
se
s
1,36
2.69
164
3.34
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-20m 0,350 s 9.69 12,23 0 0 0 0 0 0 0 0
2A-2orn 0.350 s 9.69 12,50 0 0 0 0 0 0 0 0
13A-20cs Blk wall, s 0.201 s OM 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-2orn 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2orn 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-I9ad 0.04.9 s 1,36 3,64 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
t-r.
1213-0sw 0.097 W 2,69 134 0 0 0 0 0 0 0 0
2A-2o2A-2orn0.350 w 969 33.98 0 0 0 0 0 0 0 0
t 13A-2ocs Blk wall, s 0.201 w OM OM 0 0 0 0 0 0 0 0 2A-2orn
0350 w 0,00 0,00 0 0 0 0 0 0 0 0 11 W16A-
19ad 0.049 w 1.36 164 0 0 0 0 0 0 0 0 W 16A-
19M 0,049 rNv 1.36 3.64 0 0 0 0 0 0 0 0 L-D
213-0sw
0,097 0.00 0.00 0 0 0 0 0 0 0 0 too 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 19C-
19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F 2OP-
13c 0,068 1.88 0,98 0 0 0 0 0 0 0 0 F 2OP-
13c 0.068 1.88 OM 0 0 0 0 0 0 0 0 F 22A-
tol 0.989 0,00 0.00 0 0 0 0 0 0 0 0 61 c)
AED excursion 10 5 1 Envelope
lossigain 116 218 51 96 121 a)
Infiltration 0 0 0 0 b) Room
ventilation 0 0 0 0 131 1
M.rW gains: Occupants @ 230 0 0 0 0 Appliances/other
0 0 Subtotal (lines
6 to 13) 116 2181 51 96 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
116 218 51 96 15 Duct
loads 1 591% 741% 69 161 59% 7 4% 1 30 7 Total room
load 185 379 1 81 1 7168 Airrequired (cfm) 13 17 1 6 1 Calculations aMroved
by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-
21 14:28:35 Right-SuiteO
Universal 2018 18.0.13 RSU23828 Page 12 BayEGRN\Lot20KensingtonReserveEsteroBayEGRN.
rup Cale - MJ8 House faces: N
a-,-
9w wrightsoft Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 one: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM
Job: Lot20Ken sing ton ReserveEs
Date: 8-30-11
By: EJH
I Room name LAUNDRY
2 Exposed wall 0 It
3 Room height 8,0 If heat/cool
4 Room dimensions 8.0 x 6.1 It
5 Room area 481 ft2
Ty Construction U-value Or HTM Area (fta) Load Area Load
number BtutVtt2-'F) Btuh/ft) or perimeter (it) Bluh) or perimeter
Heat Cod Gross N/PIS Heat Cod Gross N/P/S Heat cool
6
1h
12B-Nw 0.097 n 2.69 3,34 0 0 0 0
2A-2orn OMO n a86 10,83 0 0 a 0
2A-tam 0.350 n 9.69 12,19 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0
h
11 13A-2ocs Blk wall, s 0.201 n 0.00 0.00 0 0 0 0
2A-2orn 0.350 n 0.00 0.00 0 0 0 0
2A-2orn 3500.350 n 0.000.00 0 0 0 0
11DO 0,390 n 0.00 0.00 0 0 0 0
W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0
W 16A-19ad 0.049 ne 1.36 3.64 0 0 0 0
12B-Osw 0.097 e 2*69 3.34 0 0 0 0
2A-2orn 0,350 a 9.69 33.98 0 0 0 0
t
13A-2ocs Blk wall, s OlM a 0,00 0.00 0 0 0 0
2A-2orn 0.350 a 0.00 0.00 0 0 0 03
W 16A-19ad 0.049 a 1.36 3.64 0 0 0 0
W 16A-19ad 0.049 so 1.36 3.64 0 0 0 0
12B-Osw 0M7 s 269 3.34 0 0 0 0
2A-2orn 0,350 s 9.69 12.23 0 0 0 0
2A-2orri 0.350 s 9.69 12.50 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 0.00 OM 0 0 0 0
2.A-2om 0.350 s 0.00 0,00 0 0 0 0
2A-2om 0.350 s OM 0.00 0 0 0 0
2A-2om 0.350 s 0.00 0.00 0 0 0 0
2A-2omd 0,620 s 0.00 0.00 0 0 0 0
W 16A-1 gad O:049 s 1.36 3.64 0 0 0 0
W 16A-19ad 0,049 sw 1.36 3.64 0 0 0 0
1213-0sw 0097 w 269 3'34 0 0 0 0t__6 2A-2om 0:350 w 9:69 33'98 0 0 0 0
13A-2or-s Blk wall, s 0,201 w 0.00 0.00 0 0 0 0
G 2A-2orn 0350 w 0.00 OM 0 0 0 0
W 16A-19M 0.049 w 1,36 3.64 0 0 0 0
W 16A - 1 9ad 0.049 nw 1.36 3.64 0 0 0 0
I L--D
1 2B-Osw 0.097 000, 000, 0 0 0 0
11DO 0.390 n 000 000 0 0 0 0
C 166-30ad 0M2 0.89 1.74 48 48 43 83
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0
F 2OP-13c 0.068 1,88 0.98 0 0 0 0
F l 2OP-13c 0,068 1.88 0.98 0 0 0 0
F 22A-tol 0,989 0.00 0.00 0 0 0 0
6 c) A ED excursion 4
Envelope loss/gain 43 80
12 a) Infiltration 0 0
b) Room ventilation 0 0
13 Internal gains: Occupants P 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 43 80
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 43 80
15 Duet Toads 59% 741% 25 591
Total room load 68 139
Air required (cfm) 5 61 1 1
Calculations roved bV ACCA to meet all requirements of Manual J 8th Ed.
ugh o 2018-Jun-21 14:28:35
Right -Suites Universal 2018 18.0.13 RSU23828 Page 13
Bay EG R N\ LoMKensingtonR eserveEst eroBay EGR N. rup Calc - MJ8 House faces: N
Duct System Summary Job: Lot20Kensing ton Reseru.. WI'
ightsoft® 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 2328TUDOR
ROSE DRIVE, SANFORD, FL32773 External
static pressure Pressure
losses 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.
249 in/ 100ft 947
cfm Cooling
0.
40 in H2O 0.
06 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
249 in/ 100ft 947
cfm 136
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 1STFLR
BD h 3141 152 95 0.305 7.0 Ox0 VIFx 19.6 92.0 st2 1STFLR
BTH h 841 41 24 0.285 4.0 Ox0 VIFx 27.5 92.0 st2 DINING
c 2830 134 138 0.257 7.0 Ox0 VIFx 40.5 92.0 SO DINING -
A c 2830 134 138 0.249 7.0 Ox0 VIFx 44.3 92.0 st1 FAMILY
c 5234 200 255 0.289 9.0 Ox 0 VIFx 25.5 92.0 st2 HALL
c 1493 61 73 0.275 5.0 Ox 0 VIFx 31.6 92.0 st2 KIT/
DINETTE h 4662 225 224 0.259 9.0 Ox 0 VIFx 39.4 92.0 st2 Trunk
Htg Clg Design Veloc Diam H x W Duct Name
Type cfm) cfm) FR fpm) in) in) Material Trunk st1
Peak AVF 268 276 0.249 507 10.0 0 x 0 VinlFlx st2
Peak AVF 679 671 0.259 486 16.0 0 x 0 VinIFIX 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
Mad
Trunk rb3
Ox 0 947 947 0 0 0 0 Ox 0 VlFx W
r1ght3.4DW 2018-Jun-21 14:28:37 i~ „ ,
Right -Suite@ Universal 2018 18.0.13 RSU23828 Page 1 ACCk,...
BayEGRNiLot20KensingtonReserveEsteroBayEGRN.rup Calc - MJ8 House faces: N
Duct System Summary Job: LotMensingtonReserv..
WCICjhtSOft, 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
2328TUDOR ROSE DRIVE, SANFORD, FL32773
External static pressure
Pressure losses
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
0.284 in/100ft
947 cfm
Cooling
0.40 in H 20
0.06 in H2O
0.34 in H 20
0.170 / 0.170 in H2O
0.284 in/ 100ft
947 cfm
120 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 167 6 8 0.456 4.0 Ox0 VIFx 4.6 70.0
BDRM2 c 2726 92 126 0.316 6.0 Ox0 VIFx 22.7 85.0 st3
BDRM3 h 2088 144 128 0.297 7.0 Ox0 VIFx 29.3 85.0 st3
BDRM4 h 1303 90 89 0.307 6.0 Ox0 VIFx 25.8 85.0 st3
LAUNDRY c 139 5 6 0.318 4.0 Ox 0 VIFx 22.0 85.0 st3
LOFT c 5145 208 237 0.422 8.0 Ox0 VIFx 10.6 70.0
MBATH h 1384 95 70 0.297 6.0 Ox0 VIFx 29.6 85.0 st3
MBDRM c 3626 145 167 0.427 8.0 Ox 0 VIFx 9.6 70.0
MWIC1 h 1207 83 52 0.409 5.0 Ox0 VIFx 13.0 70.0
MWIC2 h 599 41 29 0.460 4.0 Ox0 VIFx 3.9 70.0
STAIRS c 379 13 17 0.438 4.0 Ox0 VIFx 7.6 70.0
W/C h 382 26 18 0.284 4.0 Ox 0 VIFx 34.6 85.0 st3
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st3 Peak AVF 452 436 0.284 575 12.0 0 x 0 VinlFlx
1L wrightsoft , 2018-Jun-21 14:28:37
A ,,.M,n»xa,..„,,, Right-SuiteO Universal 2018 18.0.13 RSU23828 Page 2
ACC0....BayEGRN1Lot20KensingtonReserveEsteroBayEGRN.rup Calc - MJ8 House faces: N
Name
Grille
Size (in)
Htg
cfm)
CIg
cf m)
TEL
ft)
Design
F R
Veloc
f pm)
Diarn
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk_
rb2 Ox 0 947 947 0 0 0 0 Ox 0 VlFx
wrightsoft
Right-SrnteO Universal 2018 18.0.13 RSU23828
Bay EG R N \LWOKens ington R eserveEsteroBay E GR N . rup Calc - MJ8 House faces: N
2018-Jun-21 14:28:37
Page 3
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot20KensingtonReserveEsteroBayEGRN Builder Name: RYAN HOMES
Street: 2328 TUDOR ROSE DRIVE Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Oriando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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 spa c 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 Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Pxtpn(i behind r)ir)*na 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 sUdnkler cover plates and walls or ceilin
of 1CC-4a. In addition, inspection of log walls shall be in accordance with the provisions 00.
6/21/2018 2:31 PM EnergyGauge(& USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2) 29-9F1
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ducts/grills sized in compliance with
Florida Residential Building Code-M1602.4 balanced
return air. EXCEPTIONS
1-3 NOTE
TO BUILDER: MUST PROVIDE UNRESTRICTED 1
INCH UNDERCUT ON DOORS TO HABITAL ROOMS V2x12
rag 6x4
Ox6
fried 1 / _ 3"
bath duct > to
roof cap w/
fan 42X42 A/C SLAB Nutone
696RNB BY BLDR MIN 2-
CAR GARAGE 2' FROM WALL V-
4' (M I E ;
scale
1 8-=1'0- 2.
5lll I W 0240V 1P Poff*rtn y bldr
z- m
x -m ox 4 _ _
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.
3040-6H
3081-6N 3051-SN--1R-i6H _ S
4,
l Ox6 l wcd N
208 4 1wcd--------k------
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4-SW OWNER'S SUM NJ C.
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3!' bath duct! iT
f fl t(p roof cap >! ! U lox
yyl fart ! 1R L
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18xl8 rag k8x4 0w
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30xl8 rag
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4" dryer duct00
to roof cap
w/dryer vent box CLG.
IVI 2
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8x4 1 wcd
4 8 Q
LO
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4"
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12x6 lwcd
flx6 wall rag
20x6 wall ra scale :1/8"=1'0"
TON W/5KW @240V 1 PH
lOx6 lgwcd 18x10 pienLij
BDRM.fa BDRI platform by (
b.dr Li
w z
Q
3081-SH 3051-6F1 3051-SW j24LP'24'x36' 24'xZ36 Q M0EGRRESSEGRESSEGRESSFXD. GLS. FXD. GLS. CD
Q z
z
C W
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o >
w •• •• > z
z
t Ca ~ <t _ __ - -
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t
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. M (L -j (,/')C)
10-CORI)
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4Avl
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44-V
i-,ESCf Lot 20, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86t[D-FION AS FURNISHED:
j, , FOU(Jh 92, Public Records of Seminole County, Florida.
PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
LOT 19
c
TRACT C
DRAINAGE AREA
AT 89*48'54 " E
28.80
LOT ?0
2 7. 0'
O
EXTENDED LANAI
30.0,
Q) Cci
10,0
Q)
PROPOSED RESIDENCE
MODEL: ESTERO BAY
ELEV.A 2CAR GARAGE RIGHT
10.00' —
34.20
10,00'
ENTRY
0
rn
20,7'
70,00, t1WA K 16' DRIVE
25
to' UTIL, ESMT.
Jkl(Fconwf cop ,
Ut LOT 21
6.50 ,
120. 0' _jP.R.M._0
WALK
CURB
N 89*48'54 " E Ok to construct single family home
60, 00' with setbacks and impervious area
ITUDOR fio,,:yp J—/ DRIVE'
shown on plan. 38, 1 'lo on-e, 50' PRIVATE
R/W) G;_fe y-, B C(q - A , GL L_ PROPOSED = FINSHED
SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEYFRONT 25' PER DRAINAGE
PLANS _PLOT PLAN AREA CALCULATIONS REAR m 20' PROPOSED DRAINAGE
FLOW IMPERVIOUS COVERAGE = 2.633-t SQUARE FEET OR 38.1 % SIDE = 5' FOR 40' LOTS r ( RAOING
TYPE 8 LOT CONTAINS 6,001 SQUARE FEET slot 7.5, FOR 60' LOTS k'1_)
P05FD FINISH FLOOR PER PLANS 26_3 LIVING AREA CON9TAINS 1,766: SQUARE FEET SIDE 10' FOR 75' LOTS CONCILANAIIPORCH CONTAINS
8671- SQUARE FEET SIDE STREET = 25' — ASSOC, INC. ---
I 4,1V -0 D SURVEYR') 77_ LEGEND -
5400 E.
COLONIAL DR. ORLANDO, FL, 32807 (407)-277-,3232 FAX (407)-658-74,36 PLAT PB.
L. POINT ON LINE NOTES: r1ELFIELDTYP,
TYPICALIRONN
PIPEPRC. • POINT OF REVERSE CURVATURE I R. IRON
ROD P.C.C.POINT OF COMPOUND C1111AT1 I, V, THE UNDERSIGNEDDOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH Or THE FLORIDA BOARD OF C.M. R
CONIRCT%MONUMENT PAD. RADIAL PROFESSIONAt SURVEYORS AND MAPPERS IN CHAPTER 5,)-17 FLORIDA ADMINISTRATIVE CODE PURSUANT to SECTION 472.027, FLORIDA STATUES SET I.R.
1/1?1 Ik /#1_9 4596 MR. • NON -RADIAL 2, UNLESS EMBOSSED 0 SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID, WITH SURVEY(H?'S SIGNATURE AND ORIGINAL RAISED lr,c RECOVERED
V.P. tTNCS S DO TNT 3, THIS SURVEY WAS PREPARED FROM UTtE INFORMATION FURNISHED ID THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS loki OF BEGINNING
CALC , CALCULATED P";"TT CC',, OR EASEMENTS THAT AFFECT THIS PROPERTY. PJRX •PERMANENT REFERENCE
MONUMENT 10C POINT or4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. C, HTV RL [
HE F.F.INISHED FLOOR ELEVATION D HAD, 1
DISK B:'S:L, • BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RECIFI) UPON BY ANY OTHER ENTITY RIG. , - Ur'1AY
D.M.E CHMARK 6, 01MCNSIONS S}iOWN FOR THE LOCAV04 OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNC5 EASEB.B.`DAZE
BEARING 7 BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (O.B.) DRAINACA, 8, ELEVATIONS,
IF SHOWN, ARE RASED ON NATIONAL GEODETIC VER17CAL DATUM OF 1929, UNLESS OTHERWISE NOTIG, T: •Z_ ; UTILITY
IL I TICHAININ" FENCE
9, CERTIFICATE OF AUTHORIZATION NA. 4,596, YDu FENCE CONCRETE
BLOCK SCALE
F-— I' - 20 DRAWN ar- POINT 0B CURVATURE
POINT (IF TANGENCY
itsc DE SC
P(PTION DATE ORDER No,
CERTIFIED BY. ARjuSARC
t'CN6THPLOTPLAN06-21-2018 3990--18 1)= DELTA CHORD
CHORD
BEARINGNORTHT LIF
WITHIN
toot, 4) kj MS GUILDINCIPROPERry DOESNorX. USEN 7,
E FSTARCISHEP100YEARFLOODPLANEASPER 'FIRM" TOY, M ER R.L 4714 ZONE . 1( JAM
SCOTT)RR.
L, If 4801 MAP l 72117CO09OF (09-28-07)
City of Sanford
Building and Fire Prevention
Product Approval Specification
Permit #
Project Location Address IL j 6
As required by Florida Statubs553.842 and Florida Administrative Code 9N-3. please provide the
information and product approval nu,nberka unthe building components listed below ifthey are tobe utilized onthe
construction project fVrvvhiohyouane8pp|yingforabui|dinQpennb. VVerecommend that you contact your local
product supplier should you not know the product approval number for any oYthe applicable listed products. Be
aware that windows, aky|ighta, and exterior doors must be tested in accordance with the Florida
Building Cude, Section 1714.5. More information about Statewide Product Approval can boobtained at .
The following information must be
available on the 'obsite for inspections: 1'This entire product approval
form Categoryl Subcategory Manufacturer Product Description
Florida Approval # nclude decimal)
1.
Exterior Doors
Roll Up
Automatic Other 2.
Windows Single
Hung
Ply
Gem 1500
16103 Horizontal Slider Casement Double Hung
Fixed Ply
Gem
1500 16104
Awning Pass Through Projected Wind
Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Description includingdecimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soft 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 meets InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin !es
Roofing tiles
Roofing
Insulation
Water roofin
Built up roofing
S stern
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofin S stirems
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
5. Shutters
Accordion
Manufacturer Product
Description
Florida Approval #
Enclude, decimal)
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Lott's Concrete Products Lintel 17867 - R1
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
14
nFARu-- A$tMTRUSSES
ua IWa 11Wwol S; 11ol -q-1wopi 2
fts
co
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
KW-Ammmms:
MASTER#: WRCEB2ALM
OPTIONS: EXT LANAI::MASTER TRAY
1, ==
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-r1 ROOF These truss designs rely on lumber values established by others. A# -TRUSSES
A FLORIDA CORPORATION
RE: Job WRCEB2ALM A-1 Roof Trusses
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: 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: FBC2017/TP12014 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 55 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. I Seal # Truss Name Date
1 A0015064 A01G 5/3/18 13 A0015076 CA 5/3/18 25 A0015088 FG1 5/3118
2 A0015065 A01GT 5/3/18 14 A0015077 CAA 513/18 26 A0015089 FG2 5/3/18
3 A0015066 A02 5/3/18 15 A0015078 CAL 513/18 27 A0015090 FL01 E 5/3/18
4 A0015067 A02T 5/3/18 16 A0015079 CJ3 5/3/18 28 A0015091 FL02 5/3/18
5 A0015068 A03 5/3/18 17 A0015080 CJ3A 5/3/18 29 A0015092 FL03G 5/3/18
6 A001506_9 A03T 5/3/18 18 1 A0015081 CJ3L 513118 30 A0015093 FL04 5/3/18
7 A0015070 A04 5/3/18 19 A0015082 CJ5 5/3/18 31 A0015094 FL05G 5/3/18
8 A0015071 A05 5/3/18 20 A0015083 CJ5A 5/3/18 32 A0015095 FL06 5/3/18
9 A0015072 A06 5/3/18 21 A0015084 D01 E 5/3/18 33 A0015096 FL07G 5/3/18
10 A0015073 A07 5/3/18 22 A0015085 D02 5/3/18 34 A0015097 FL08 5/3/18
11 A0015074 A08 5/3/18 A0015086 E01E 5/3/18 35 A0015098 FL09G 513118
12 A0015075 B01E 5/3118 N4JA0015087 I E02 5/3118 36 A0015099 FL10 5/3/18
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 ili
My license renewal date for the state of Florida is February 28,2019,
NOTE. -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSUTPi-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents'}
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo ill PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents'} are specialty structural component designs and may be part of the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the TDD on4nth*y T. Tombo 11
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all ^•^^
related notes.
klttrttll
a t t d
A°"
t
t";
T
by An ho,ry T T
x,r Torccwt r'girermp
P.E. 111 J -r .
3B BCA22100 0000004C1297DF Page 1 of 2
Lumber design values are inaccordance whhANS|/TP| 1-2OO7section 8.3 N m
m
w These truss designs rely onlumber values established byothers. 8 0NU U
m xFLORIDA CORPORATION
RE:
Job WRCEB2ALM No.
Seal # Truss Name
Date STDI-04 STD. DETAIL
5/3/18 STDLO9 STD. DETAIL 5/
3/18 STDL10 STD. DETAIL 5/
3/18 STDL13 STD. DETAIL 5/
3/18 70 STDL15 STD. DETAIL
5/3/18] Page 2 of 2
A01G I Hip Truss
A0015064
Al Roof Trusses, Fort Pierce,FL34-946-, design@a1truss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:34 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-5SQ5FIAgslaxHkBebwtibgTP3Z6rg3quqBBKXHzKClF
0-12 3-2-10 6-11-4 11-10-11 16-11-15 22-10-9 27-11-13 32-11-4 36-7-14 39-19-8 4P_-1.1r4
2T--6-10 441-4 51 - 4 -5 - -1 , 0 - -10 4-11-7- 3-8--1O 3-2-10 1-0-12 Dead
Load Dell. = 7116 in 22
41 42 21 43 44 20 19 45 46 18 17 47 48 16 49 50 15
700
it 4x4
5x10 700 MT20HS 4x4
500 ==
40
7x10 il 2x4
11 700
MT20HS 6-
11-4 11-10-11 16-11-15 22-10-9 27-11-13 32-11-4 39-10-8 6-
11-4 4- 1 1-7 5-1-4 Plate
Offsets (X,Y)-- 11 --
2,
0-4-81__ LOADING (
psf) SPACING---- 2-0-0 CSI. DEFL. in (loc) Waft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 115 TC 0.80 Vert(LL) 0A1 18-19 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 0.53 Vert(CT) 0.82 18-19 581 240 MT20HS 187/143 BCLL
OLO Rep Stress Incr NO WEI 0,69 Horz(CT) 0.16 13 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wi.d(LL) 036 18-19 999 240 Weight: 286 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP M 30 *Except* T3,
T2: 2x6 SP N0.2 BOT
CHORD 2x6 SIP 240OF 2.()E WEBS
2x4 SP No.3 *Except' W3:
2x4 SP No-2 SLIDER
Left
2x6 SP No,2 3-3-0, Right
2x6 SP No.2 3-3-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1-10-13 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 8-4-12 oc bracing. WEBS
1
Row at midpt 7-21,8-16 MiTek -
recommends- that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2
3298/0-2-12 (min, 0-2-12) 13 =
3311/0-2-12 (min. 0-2-12) Max
Herz 2
77(LC 6) Max
Uplift 2 =
637(LC 5) 13 =
662(LC 4) Max
Grav 2
3298(LC 1) 13
3311(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown, TOP
CHORD 2-
3=-377/61, 3-4=-5202/1050, 4-
5=-5574/1104, 5-31 =-7310/1404, 31-
32=-731211404, 6-32=-7316/1404, 6-
33=-731111402, 33-34=-7311/1402, 7-
34=-7311/1402, 7-35=-8545/1643, 35-
36=-8545/1643, 8-36=-8545/1643, 8-
37=-7333/1466, 37-38=-7333/1466, 9-
38=-733311466, 9-39=-7338/1468, 39-
40=-7334/1468, 10-40=-7333/1468, 10-
1 1=-5597/1152, 11-12=-5224/1093, Continued
on Daue 2 TOP
CHORD 2-
3=-377/61, 34=-5202/1050, 4-
5=-557411104, 5-31 =-7310/1404, 31-
32=-7312/1404, 6-32=-7316/1404, 6-
33=-7311/1402, 33-34=-7311/1402, 7-
34=-7311/1402, 7-35=-8545/1643, 35-
36=-8545/1643, 8-36=-8545/1643, 8-
37=-7333/1466, 37-38=-7333/1466, 9-
38=-7333/1466, 9-39=-7338/1468, 39AO=-
7334/1468, 10-40=-7333/1468, 10-
11 =-5597/1152, 11-12=-5224/1093, 12-
13=-378/64 BOTCHORD
2-
22=-888/4356, 22-41 =-946/4976, 41-
42=-946/4976, 21-42=-946/4976, 21-
43=- 1541/8553, 43-44=-I 541/8553, 20-
44=- 1541/8553, 19-20=- 1541/8553, 19-
45=-1541/8553, 45-46=-1541/8553, 18-
46=-1541/8553, 17-18=-1556/8541, 17-
47=-1556/8541, 47-48=-1556/8541, 16-
48=-1 55618541, 16-49=-930/4997, 49-
50=-930/4997, 15-50=-930/4997, 13-
15=-86414374 WEBS 5-21=-
540/
3061, 6-21=-689/261, 7-21---1608/
306, 7-19=01473, 8-18=01470, 8-16=-15711266,
9-16=-694/300, 10-16=-567/
3063, 4-22=-183/832, 11-15=-192/
836 NOTES- 1) Unbalanced
roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=l 16mph;
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 pending. 4) All
plates
are MT20 plates unless otherwise indicated, 5) This
truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 9 4
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
at joint(s) 2, 13. 8) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jt=lb) 2=637, 13=662. 9) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 242 lb down and
164 lb up at 6-11-4. 122 Ib down and 67 lb up at
9-0-0, 122 lb down and 67 lb up at 11-0-0, 122 lb down
and 67 lb up at 13-0-0, 122 lb down and 67 lb up
at 15-0-0, 122 lb down and 67 lb up at 17-0-0,
122 lb down and 67 lb up at 19-0-0, 123 lb down and 80
lb up at 20-10-8, 123 lb down and 80 lb up at 22-
10-8, 123 lb down and 80 lb up at 24-10-8, 123 lb down
and 80 lb up at 26-10-8, 123 lb down and 80 lb up
at 28-10-8, and 123 lb down and 80 lb up at 30-10-8,
and 243 lb down and 177 lb up at 32-11-4 on top chord, and
341 lb down and 120 lb LIP at 6-11-4, 88 lb down
at 9-0-0, 88 lb down at 11 -0-0, 88 lb down at 13-0-
0, 88 lb down at 15-0-0, 88 In down at 17-0-0 88 lb down
at 19-0-0, 87 lb down at 20-10-8, 87 lb down at 22-
10-8, 87 lb down at 24-10-8, 87 lb down at 26-10-
8, 87 lb down at 28-10-8, and 87 lb down at 30-10-8,
and 353 Itt down and 110 lb up at 32-10-8 on bottom chord. The
design/selection of such connection device(s)
is the responsibility of others. 10) In the
LOAD CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back (B). LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increasc=1 .25 Plate Increase=1.
25 Uniform Loads (plf)
Vert: 1-5=-
60, 5-1 0=-60, 10-14=-60, 23-27=-20 Concentrated Loads (lb)
Anthony T. Tcmbo
1U, P. E. 0 *n Tz-
1,,t, i,M rf.,M1fr dtke 1- ro, 0- 1.4" N:,Mn a lo, Ir, t stl W I" k f IK I ltqw- 0 t0:00 r4 W hd#ee 0 M 1,- .1" f."s gc"OK., xe lo..;M k N 9 80083 4451 St. Lucie
Blvd, Fort Peice, Fl,
34946 Ppy"11II02610A lbofl-
ws 110411,x ... s Apthoft 1, Tonto 111, P L
jou buss Truss Type
WRCEB2ALM AOIG Hip Truss
Al Roof Trusses, Fort Pierce, FL 34946, design@a
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 5=-195(8) 10=-196(B) 22=-341(6) 7=-122(B)
19=-60(B) 18=-62(B) 8=-123(6) 15=-353(B)
31=-122(B) 32=-122(B) 33=-122(B) 34=-122(B)
35=-122(B) 36=-123(B) 37=-123(6) 38=-123(B)
39=-123(B) 40=-123(B) 41=-60(B) 42=-60(B)
43=-60(B) 44=-60(B) 45=-60(B) 46=-62(B) 4 7
48=-62(B) 49=-62(6) 50=-62(B)
A001506411]-
Jqb- Reference (optional)
R
Jil
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21-:34 20-18--Pa--ge 2
ICI: ta7uotTo57oOtNCWmTn2mQyhqgX_5SQ5FIAgslaxHkBebwtibgTP3Z6rg3quqBBKXHzKCIF
11!ir"I UNIA, IRK I Oklffl"Y1 140j( Ul f lf We, too It, #arwr '
rg ".
o' TKwa 4re Im 1 -4 irmrwRw 44.1 w woo", Anthony I Tombo i E, E ON It4451
St,
Lucie Blvd. Fart (opy"
llil02016AIliodItomSAmboy1, Tombo 11t, F.E. Rep. odumoo of lh's lowetem, ft o.q form, is P'Abiled .4001 the oetmen pe'reiwoo tram A I Roof Tro' w Whey I [,mbo III, P.E. FL 34916
Truss Truss Type Qty Ply
B2ALM A01GT Hip Girder 1 2
A0015065
I
goof Trusses, Fort Pierce, FL 34946, design@altruss,corn Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:37 2018 Page 1
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-W16EtnDY9yyV8CwDG2QPCJ4tSn1 wtMiKW9Q?8bzKC1C
1-0-12 4-1-9___ 'I § _-11-4 9-94 13-11-9 18-9-11 35-4-15 1 -'39-10-8- -4p-l_lr4
4-1-9 2-9-11 2-10-0 4-2-5 4--1-0--t 4-8-5 9-54 2-9-11 4-1-9 1-0-12
Dead Load DetL = 9116 in
28 27 26 3x4 21 20 52 53 1954 18 55 11
4x12 11
4x12
3x4 11 3x4 11 5x8 4x6
3x4
402 11
7x10 700
6-11-4 13-11-9 18-9-11 23-34 28-_2-10 32-11-4 I 39-10-8
6-11-4 2-10-0 4-2-5 4-11-6 4-8-1 b 6-11-4
Plate Offsets QX Y - [2:0-8-7,Eclqej, [5:9-6-0,0-24], [11 0-3-8,0-1-8j, tl 5:0-8-7,Edge], 119:0-2-112,04-9], [22:0-4-8,Eldlgej, L25:0-4-8,10 34]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL MO Plate Grip DOL 1,25 TC 0.99 Vert(LL) 0.51 22-23 945 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC Vert(CT) 1.04 22-23 459 240
SCILL 0.0 Rep Stress Incr NO WEB 0:94 Horz(CT) 0.32 15 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Mall Weight: 4851b FT=10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2,T3: 2x4 SP No.2
BOTCHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No,3, 134: 2x4 SP No-2
WEBS 2x4 SP No-3 *Except*
W308: 2x4 SP No. 2
SLIDER
Left 2x8 SP No.2 2-0-0,
Right 2x8 SP No,2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-7 oc
purtins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Except:
10-0-0 oc bracing: 25-27, 20-22
REACTIONS. (lb/size)
2 = 3350/0-2-12 (min, 0-2-0)
15 3332/0-2-12 (min. 0-1-15)
Max Horz
2 78(LC 25)
Max Uplift
2 662(LC 5)
15 649(LC 4)
Max Grav
2 3350(LC 1)
15 3332(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
3-4=-5236/1074, 4-5=-5459/1121,
5-6=-7865/1585, 6-37=-7979/1607,
37-38=-7979/1607, 7-38=-797911607,
7-39=- 10259/1998, 39-40=- 1025911998,
8-40=-1025911998, 8-9=-10766/2036,
9-41=-10766/2036, 10-41=-10766/2036,
10-42=-10643/2018, 42-43=-10643/2018,
11-43=-10643/2018, 11-44=-704811379,
44-45=-7048/1379, 12-45=-704811379,
12-13=-5449/1102, 13-14=-5215/1052,
14-15=-199/271
BOTCHORD
97-9A=-1n7/A11
C6MtintT&T'66paq 6* 2 BOTCHORD
2-
28=-898/4357, 27-28=-1071431, 25-
27=-25/302, 6-25=-347/147, 25-
46=-1924/10259, 46-47=-1924/10259, 24-
47=-1924/10259, 24-48=-2063/11199, 48-49=-
2063/11199, 23-49=-2063/11199, 23-50=-
2063/11199, 50-51 =-2063/11199, 22-51=-
2063/11199, 10-22=-533/191, 20-52=-78/606, 52-
53=-78/606, 19-53=-78/606, 19-
54=-889/4937, 18-54=-889/4937, 18-
55=-889/4937, 17-55=-889/4937, 15-
17=-819/4332 WEBS 5-28=-2611/510,
25-
28=-93714927, 5-25=-996/5341, 7-
25=-2762/51 1, 7-24=-93/941, 8-
24=-1 156/211, 11-19=-3066/704, 12-
19=-517/2882, 12-17=-282/154, 19-
22=-1224/6668, 11-22=-805/4295, 8-
23=0/486, 8-22=-547/133, 4-
28=- 195/892, 13-17=-2011924 NOTES- 1)
2-ply truss
to
be connected together with 1 Od 0. 13 1"x3") nails
as follows: Top chords connected as follows:
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)
Unbalanced roof live loads
have been considered for this design. 4) Wind:
ASCE 7-10;
Vult= 1 50mph (3-second gust) Vasd= 1 16mph; 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=l .60 5) Provide adequate drainage to
prevent water ponding. 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 2-0-0 wide will fit between the bottom chord and any other
members, 8) Provide mechanical connection (by
others) of truss to bearing plate at joint(
s) 2, 15. 9) Provide mechanical connection (by
others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except Ot=lb)
2=662, 15=649, 10) Hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated
load(s) 242 lb down and 164 lb
up at 6-11-4, 122 lb down and 67 lb up at 9-0-
0, 114 lb down and 47 lb up at 11 -0-0, 114 lb down and 47
lb up at 13-0-0, 114 lb down and 47 lb up at 15-
0-0, 114 lb down and 47 lb tip at 17-0-0. 114 lb
down and 47 lb up at 19-0-0, 114 lb down and 47 lb up
at 20-10-8, 114 lb down and 47 lb up at 22-10-8.
122 In down and 67 lb up at 24-10-8, 122 lb down and 67
lb up at 26-10-8, 122 lb down and 67 lb up at 28-
10-8, and 122 lb down and 67 In kip at 30-10-8, and 242
lb down and 164 lb up at 32-11-4 on top chord, and 341 lb
down and 120 lb up at 6-11-4, 88 lb down at 9-
1-8, 98 lb down and 21 lb up at 11-0-0, 98 lb
down and 21 lb up at 13-0-0, 98 lb down and 21 lb up at
15-0-0, 98 lb down and 21 lb up at 17-0-0, 98 lb
down and 21 lb up at 19-0-0, 98 lb down and 21 lb up at
20-10-8, 98 lb down and 21 lb up at 22-10-8, 88 lb
down at 24-10-8, 88 lb down at 26-10-8, 88 lb
down at 28-10-8, and 88 In down at 30-10-8, and 341
lb down and 120 lb up at 32-10-8 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= 1.25 I Plate Increase=1,25
Uniform Loads (pit) Vert: 1-
5=-60, 5-
12=-60, 12-16=-60, 27-29=-20, 26-27=-20, 22-25=-
20, 20-21 =-20, 20-33=-20 Concentrated Loads (lb) m w
T40'p"I
ti orooot' "
afl'kr Awhuny1, Tombo 711, P.F. loe 1.10"i ,W'" 9
1* it', 1, t * M WN k W Ito1 1, qf of "A', nAWE. Worm; . 0 g 80083It I W., il "W"OftWW"
0*1 I'll! lot"j- 1- .1 T,- 4451 St, Lucie Blvd, W- qw'q*-KWONI Fart Pierce,
FL 34946 11, 1,- Aolhonyl,lombollLPA, Reptoolow of
lho ilmmookm
40V form, i, ploh'hiled ith"I the wipofl fit,mmion hom A-1 Roof hom zt
juu
IIruss Truss Type
WRCEB2ALM IA01GT Hip Girder
Al Roof Trusses, Fort Pierce, FL 34946, designWaltruss corn
LOAD CASE(S)
Standard
Concentrated Loads (Ib)
Vert: 5=-195(F) 9=-114(F) 12=-195(F) 27=-60(F)
6=-122(F) 28=-341 (F) 8=- 1 14(F) 17=-34 1 (F) 23=-80(F)
37=-114(F)38=-114(F)39=-114(F)40=-114(F)
41 =-1 14(F) 42=-1 22(F) 43=-122(F) 44=-122(F)
45=-122(F)46=-80(F) 47=-80(F) 48=-80(F) 49=-80(F)
50=-80(F) 51=-80(F) 52=-60(F) 53=-60(F) 54=-60(F)
55=-60(F)
M
Run_ 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek
ID: ta7uotTo57oOtNC WmTn 2mQyhggX-_E"
A0015065
May 3 14:21:38 2018 Page 2
IWd2CBN9cpvUlp9Yg2zKC16
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V ttk 3 xA (:rnrr dcroq se ,w eroe i00 eN lxRxt. et *p+laee eG inl Pduq Stargm StlMt l+pl W„y [etM S4(A rzrrdw:ra 5`w yGwd ipu lthl paM30e rtMK,S>.dn<s aK msk Sa lxnilksgen,i a i 3esga Earyaen Wtr st MS Ke,x. tt'ef. u^ $aF)$J edern
e rdunka:rs al ee4 nearvnhp{tt Ml rn'az wr ai (WnvP u{ata9wrt SlL[tk imlap 9e:4+a, xt es Slxea ni a`ar araay MIIA)AA klo,11 ttbl. 4451 St. Lurie Blvd, pert
P eree, FL 34946 Cnppig6107pI6A-Ikaatbusies-Aalbonyl.iam6nfil.f_E.&eprnduRinnohAifdaumnat,inanylam,lsplohE6E1¢dMilhcunpcwrineapalmission6omA-IRoof trass¢sdethnaet.Iam6ollf,F_[.
lob Truss Truss Type Qty Ply
NRCEB2ALM A02 Hip Truss 1 1
Job Re fere
Al -Roof Trusses, Fort Pierce, FL 34946,
1
design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 1
0-12 4_-_l I1-7 8-114 16I
23-6-0 -4-8 1 30-
11-4 l
2 4-11-7 3-11 -13 7-6-12 ..... . & 7 6- I 10-92I'll
11 5X6 3x4
3x6
3x4
A
7
A 5x6 q
A0015066
nes,
Inc.
Thu May 3 14:21:38 2018 Page I 4MmMVPqlxelWd4iBPTcwGUip9Yg2zKCIB 34-
11-
1 . 39-10-8 40-11 r4t Dead Load
Defl, = 7116 in 9 3
18
14
3x8 = 4x6 =
3x4
4X6 = 3x8 402
11
402 11
8-11-
4 19-11-4 30-11-4 39-10-8 1 -0-
0- Plate offsets ,
V, --,[?:P-877,Edgel,[5:0-3-0,0-2-91,L91:110-3-0,0-2-pl,_[.12.0-8-7,Edgg] LOADING (pso
SPACING- 200 CS DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL TC 0.89 89 Vert(ILL) 0.34 16-18 999 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1,25 i BC 0.80 Vert(CT) 0.75 16-18 639 240 BCLL 0.
0 Rep Stress Incr YES WB 0,47 Horz(CT) 0,17 12 n/a n/a BCDL 10.
0 Code FBC2017fTP12014 Matrix -MS I Wind(LL) 0.32 16-18 999 240 Weight: 211 lb FT = 10% LUMBER - TOP
CHORD
2x4 SP M 30 *Except* T332: 2x4
SP No.2 WEBS BOT CHORD
2x4 SP M 30 5-18=-357/664, 6-18=- 1 065t7l 1, WEBS 2x4
SP No,3 6-16=0/278, 8-16=0/278, 8-14=-1 065/711, SLIDER 9-
14=-357/664 Left 2x8
SP No.2 2-0-0, Right 2x8
SP No.2 2-0-0 NOTES- BRACING- 1)
Unbalanced roof live loads have been considered TOP CHORD
for this design. Structural wood
sheathing directly applied. 2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) BOT CHORD
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Rigid ceiling
directly applied or 5-4-5 oc bracing. Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) WEBS and
C-C Exterior(2) zone; cantilever left and right I Row
at midpt 6-18,8-14 exposed ; end vertical left exposed;C-C for members mfok recommends
I that
I
Stabilize
I
rs
and
required and forces & MWFRS for reactions shown; Lumber cross bracing
be installed during truss erection ,in DOL=1.60 plate grip DOL=1.60 accordance with
Stabilizer Installation guide. 3) Provide adequate drainage to prevent water pending. REACTIONS. (
lb/
size) 4) This truss has been designed for a 10.0 psf bottom 12 1659/
0-2-12 (min.0-1-15) chord live load nonconcurrent with any other live 2 = 1659/
0-2-12 (min.0-1-15) Max Herz
loads. 5) *
This
truss has been designed for a live load of 2 = -97(
LC 10) 20,Opsf on the bottom chord in all areas where a Max Uplift
rectangle 3-6-0 tall by 2-0-0 wide will fit between the 12 -434(
LC 8) bottom chord and any other members, with BCDL 2 =-434(
LC 9) 10.Opsf. Max Grav
6) Provide mechanical connection (by others) of truss 12 = 1659(
LC 1) to bearing plate at joint(s) 12, 2. 2 = 1659(
LC 1) 7) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at FORCES. (lb)
joint(s) except Ot=lb) 12=434, 2=434, Max. Comp./
Max, Ten. - All forces 250 (lb) or less except when shown,
TOP CHORD
LOAD CASE(S) 2-3=-
359/306, 3-4=-248111720, Standard 4-5=-
2426/1680, 5-6=-2182/1604, 6-7=-
3076/2151, 7-8=-3076/2151, 8-9=-
2182/1604, 9-10=-2426/1680, 10-11=-
2481/1720, 11-12=-3591306 BOTCHORD 2-18=-1314/2080,
17-
18=-1 804/2995, 17-27=-1804/2995,27-28=-
1804/2995, 16-28=-1 804/2995, 16-
29=-1805/2995, 29-30=-1 805/2995, 15-30=-
1805/2995, 14-15=- 1805/2995, 12-14=-1319/2080
WEBS 5-18=-357/664, 6-18=- 1065/711,
100'
j--p- W,q;ft,—,40dry AnJiony f,
TOIT&O 711, R.F. k,.Fv- ot. eft, T,- Z W83 It lo,.
zt,"P"""".,,,,,Ot,l,n,Nnp".I.),,,
f,p-.If"'"?A.4kn.": 4451 $1. Lude Blvd, U.", ON't 1" :",.i OF0 w, M "M4
It 01 P."-4,4 4, 1 k,r E4.. mi'll IV- V ., .04 Fort Pierce, R, 34946 opylighl 0 2014 A I lioOksm b1hopy 1, 1whe
III PA. Reptod"aw 011ho powu,iofl bmA I Rot hmhmy 1, hotoill, PA,
WRCEB2ALM I A02T I Hip 11 1 1
I I , , , , " - , , '' 't , - I I I I _ ''I " _" , , "'[ Job -Referencee(optional)
At Roof trusses, Fort Pierce, FL 34946, design@altruss.com Run- 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017MiTek Industrie
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-SQD_ITEohZCE
1-0-12 4-10-12
1
8-11 A 16-4-6 23-3-4 23 P-0f1 30-11-4 34-11
f-0-12 4-10-12 4-0-8 7-5-2 6-10-14 OT'12 7-5-4 3-11-1
SOO MT20HS -
L5x4 11 4x6 4X6 5x8
5 6 7 8 9
A0015067
Inc. Thu May 3 14:21:39 2018 Page I
N3bNTStikAF?akoLJGd Tv5CUzKClA
Dead Load Deft. = 3/8 in
12
23 22 " jx1u
17 16 11 14
6X6
8X8
3x6 - 4x12 (I
4x12 11 3x4 11 4x4 11
6X8
4-10-12 8-11-4 9-9-4 16-4-6
0-2
23-3A 23rO-9 30-114
4-10-12 4-0-8 0 1010 6-10-14 0 --'l 2 7-5-4 8-11-4
Plate _Offsets (X, [2:0-8-7,16d9e], [5:0-7-0,0-2-01,[7:0-3-0,Edgelt[9_.0-6-0,0-2-81,[12:0-8-7,Edge], 18.,0-2-4,0-4-01tpO:0-2-4,047PJ
LOADING (pso I SPACING- 2 CS1. DEFL. in (loc) Well L/d 1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.32 18-19 >999 360 MT20 2441190
TCDI- 10,0 Lumber DOL 1.25 1 BC 0,86 Vert(CT) -0.67 18-19 >709 240 MT20HS 187/143
6CLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0,23 12 n/a n/a I
BCDL 10L0 Code FBC20171TP12014 Matrix -MS Wind(LL) 039 18-19 >999 240 Weight, 237 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B4L 2x4 SP No,2, B2: 2x4 SP N0.3
WEBS 2X4 SP No3
SLIDER
Left 2x8 SP No.2 2-0-0,
Right 2x8 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 4-11-6 oc bracing.
Except:
10-0-0 oc bracing: 20-22, 16-18
WEBS
1 Row at midpt
5-19, 8-19, 9-18, 14-18
MiTe-k-recomme-nds that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
2 1672/0-2-12 (min. 0-2-0)
12 1666/0-2-12 (min. 0-1-15)
Max Herz
2 97(LC 11)
Max Uplift
2 -427(LC 9)
12 -430(L-C 8)
Max Grav
2 1672(LC 1)
12 1666(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOR CHORD
3A=-2441/1636, 4-5=-3010/2010,
5-6=-3770/2572, 6-7=-3770/2573,
7-8=-3770/2573, 8-9=-3719/2568,
9-1 0=-2425/1675, 10-11 =-2488/1715,
11-12=-360/237
BOT CHORD
2-23=-1261/2066, 19-20=-1522/2717,
18-19=-2197/3746, 12-14=-131512090, BOT
CHORD 2-
23=- 1261/2066, 19-20=-1522/2717, 18-19=-
2197/3746, 12-14=-131512090, 5-20=-148/415, 8-18=-5091461
WEBS 4-23=-5921446, 4-20=-270f739,
5-
19=-771/1294, 6-19=-457/
468, 9-18=-1 132/1819, 9-14=-
266/21 1, 14-18=-1107/1934, 20-23=-1
169/1948 NOTES- 1) Unbalanced roof live loads have been
considered
for this design, 2) Wind: ASCE 7-10;
Vult= 1 50mph (
3-second gust) Vasd=l 16mph; TCDL=5.Opst: 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 pending.
4) All plates are MT20 plates unless
otherwise
indicated. 5) This truss has been designed for
a
10.0 psf bottom chord live load nonconcurrent with any other live
loads. 6) * This truss has been designed for
a
live load of 20.Opsf on the bottom chord in all
areas where a rectangle 3-6-0 tall by 2-0-
0 wide will fit between the bottom chord and any other members. 7) Provide
mechanical connection (by others) of truss
to bearing plate at joint(s) 2, 12,
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) except Ot=lb) 2=427, 12=
430, LOAD CASE(S) Standard AnIhory T. Tofnbo IH,
PE, 14t.*q0'
q.'
V. 0tk'V.4.7W4
OV,' 4-J'*' 1,A', . 9-'Wim. . k..3 510, 80083 4451 St. Lurie Blvd. Fort Pierce, rL 349e6
hffioy L Tomb IIIJJ,
A00150681
May 3 14:21:40 2018 Page 1
6qxiPF - 4E4qunC7efkwzKC19
9-110-8 4P-1 1,4
1-0-12
Dead Load Deft. = 1/4 in5x10 -
5
7x10 MT20HS
6
16 - 14 12
4x6 3x8 3x4
4x12 it
4x12 11
3x4 4A
10-11-4 28-11-4, 39.10-8
16-11-4 9-0-0 9-0-0 16-11-4
Plate Offsets
LOADING (pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.31 12-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.5814-16 829 240 MT20HS 187/143
BCLL 0.0 Rep Stress Iner YES WB 0.46 Horz(CT) 0.18 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0,31 14-16 999 240 Weight: 214 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 'Except*
B2: 2x4 SP No-2
WEBS 2x4 SP No,3
SLIDER
Left 2x8 SP No.2 2-0-0,
Right 2x8 SP NO2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-3-4 oc bracing.
WEBS
1 Row at midpt 5-14,7-14
MiTek recommends that Stabilizers and require
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1659/0-2-12 (min. 0-1-15)
10 = 1659/0-2-12 (min. 0-1-15)
Max Hor-z
2 - 1 16(LC 10)
Max Uplift
2 -400(LC 12)
10 -400(LC 13)
Max Grav
2 1659(LC 1)
10 1659(LC 1)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4891175, 3-4=-251211771,
4-5=-2344/1670, 5-6=-2660/1997,
6-7=-2660/1997, 7-8=-2344/1670,
8-9=-2512/1771, 9-10=-489/175
BOT CHORD
2-16=- 1354/2127, 15-16=- 1135/2077,
15-25=-1 135/2077,14-25=-1 13512077,
14-26=-1 136/2077,13-26=-1 136/2077,
12-13=- 1136/2077, 10-12=- 135812127
WEBS
4-16=- 121/276, 5-16=-35/359,
7-12=-35/359, 8-12=- 122/276,
WEBS
4-16=-121/276, 5-16=-35/359, 7-
12=-35/359, 8-12=-122/276, 5-14=
494/815, 6-14=-616/623, 7-14=-
494/815 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=l
16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11;
Exp C; EncL, GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed : end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1 .
60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water pending. 4)
All
plates are MT20 plates unless otherwise indicated. 5)
This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads. 6) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL 1 O.
Opsf, 7) Provide
mechanical connection (by others) of truss to bearing
plate at joint(s) 2, 10. 8) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except (j"- b) 2=400, 1 0=400, LOAD CASE(
S) Standard of
Anhiry
T.
Tcmbo a?, P E, 80083 4451
S(,
Lucie Blvd, iwt Mieice,
II(_34946 opyrijbi 0
7016 A I Rod lmsti blho'y I luicb III PA. Rflifocivatoo of IWm 44(ot, so coy (Droi, is po0ofol .4001 The -wo ne. ptim,I'm k I Roof IN 44DA5 1, 644 ill,Pi. Zt
Job Truss Fruss Type Qty Ply
WRCEB2ALMA03 T Hip 1 1 1 Job Reference_{i I I - 11 Al
Roof frusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-OoLljBG, 17-
2 10 23-6-0 33-8- 1 1-
0-12 4-10-12 4-7-4 6-3-05-5-4 4-" 1.
5x4 11 5x6
3X6
4z6= 5X10 VuVL
1
Dead
Load Deft. - 5/16 in 24
23 3X8 17 - is 18
402
11 6X6
3x4 11 2x4
11 3x6
502
11 5x8
6X8 1
0-11-4 4,
17-2,10 23-3-4 2&114 4-
10-12 4-74 0- 4 6-3-6 6-0-10 5-8-0 10-11-4 1 I
I - 1 -1 ---- -1 - 1-
2,0--- LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL
20L0 Plate Grip DOL 1,25 TC 0.94 Vert(LL) 0,28 19-20 999 360 TCOL
10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.5720-21 841 240 BCLL
0.0 Rep Stress Incr YES WEI 0,80 Horz(CT) 0.24 13 n/a n/a BCDL
mo Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.34 19-20 999 240 LUMBER -
TOP
CHORD 2x4 SP M 30 *Except* T2,
T3: 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 *Except* 63,
B4: 2x4 SP No,2, 62,135: 2x4 SP No.3 WEBS
2x4 SP No.3 SLIDER
Left
2x8 SP No,2 2-0-0, Right
2x8 SP No.2 2-0-0 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 1-10-13 oc purlins, BOTCHORD
Rigid
ceiling
directly applied or 4-5-15 oc bracing. Except: 10-
0-
0 oc bracing: 21-23, 17-19 WEBS I
Row
at midpt 9-20 MiTek recommends
that StabilizersI I and
required
cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 1666/
0-2-12 (min. 0-1-15) 13 1664/
0-2-12 (min. 0-1-15) Max Hor7
2 = 116(
LC 10) Max Uplift
2 396(
LC 12) 13 397(
LC 13) Max Grav
2 1666(
LC 1) 13 1664(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
3A =-2439/
1667, 4-5=-2943/201 1, 5-6=-
296912161, 6-7=-3068/2189, 7-8=-
3068/2189, 8-9=-3068/2189, 9-10=-
298612150, 10-11=-234311660, 11-12=-
2521/1770, 12-13=A68/109 BOTCHORD 2-
24=-
1289/2067, 20-21=-1358/2446, 19-20=-
1 705/3005, 13-15=-1 358/2139, BOTCHORD 2-
24=-
1 289/2067, 20-2 1 =-I 358/2446, 19-20=-
1705/3005, 13-15=-1358/2139, 5-21 =-
289/326, 9-19=-471/385 WEBS 4-
24=-
532/428, 6-21=-484/652, 6-20=-
488/901, 7-20=-409/417, 15-19=-
1021/1946, 10-19=-806/1308, 10-15=-
262/200,21-24=-1203/1950, 4-21=-
2221623, 11-15=-152/300 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11;
Exp 0; Encl.. GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1,
60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 6) Provide
mechanical connection (by others) of truss to bearing
plate at joint(s) 2, 11 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except (jt=lb) 2=396, 13=397. LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 Weight: 2471b
FT=10% 0 . dr .'
w- 014 P*ww '"Aftf 4, P. Wr ft 1.N" 0'w't ", TWW' "t. M 1 '4 ("r, n»apnas 1.d.4 ,.w Anthory T. I ambo 11, ;) f-, 1"p
9 0, V 'A.7 twi 80083 mr*4n11"",.
4.A.*>'Vk1%Wnxtn.+"W"tntwgs6x'e:nmar*u01,49n.,extft6urn11-0ex_!?'nsntvI0'*t%"fxa,^<aW'-,a'eelV"O"saxkss4451 St. Ludo Blvd, 1*t €o,t Pierce, Ft34946 41
11of1mise,
Job Truss Truss Type Qty Ply
A04 Hip Truss 2
A0015070
WRCEB2ALM I
Job
Al Roof Fort Pierce, FL 349-46-, -d-eskjn@aItruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu May 3 14:21 A2 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-s?v7wUHh_UaoEzoA3bOavMokboniYkD4gR71ppzKC1 7
10-12 5-4-2 12-11-4 19-11-4 39-10-8 A&I-V0-12 5-4-2 7-7,2 - 7-0-0 7-0-0 7-7-2 5-4-2 -0-1
4x12 11
5XIS
1. 5x4 l 1 5X6
14
3x4 4x6
3x8
4x6:= 3x4
19-11-4 30-8-2
10-8-14 10-8-14
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/def! L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0A6 14-16 999 360
TCDL 10.0 Lumber DOL 1.25 j BC 038 Vert(CT) 0.83 14-16 576 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.17 10 n/a n1a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 032 14-16 999 240
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 2x8 SP No-2 2-3-0,
Right 2x8 SP No.2 2-3-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-8-8 oc bracing.
MiTe k recommends that Sta
I
bill
I
zer
I
s
I
a - nd
I
required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1659/0-2-12 (min. 0-1-15)
10 1659/0-2-12 (min. 0-1-15)
Max Horz
2 = 135(LC 10)
Max Uplift
2 = 422(LC 12)
10 = 422(LC 13)
Max Grav
2 1659(C 1)
10 = 1659(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-339/367, 3-4=-2557/1845,
4-5=-2380/1714, 5-6=-2295/1769,
6-7=-2295/1769, 7-8=-2380/1714,
8-9=-2557/1845, 9-10=-339/367
BOT CHORD
2-16=-1447/2179, 16-25=-1067/1936,
15-25=-1067/1936, 15-26=-106711936,
14-26=-1067/1936, 14-27=-1068/1936,
13-27=-106811936, 13-28=-1068/1936,
12-28=-1068/1936, 10-12=-1451/2179
WEBS
4-16=-1771416,5-16=-139/386,
5-14=-243/622, 6-14=-457/438,
7-14=-243/622, 7-12=-139/386,
WEBS
4-16=-177/416, 5-16=-139/386,
5-14=-243/622, 6-14=-4571438,
7-14=-243/622, 7-12=- 1391386,
8-12=-1771416
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed ' C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
3) 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 at joint(s) 2, 10.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=422, 1 0=422.
LOAD CASE(S)
Standard
Dead Load Defl. = 318 in
9
10
4x12 I
PLATES GRIP
MT20 244/190
Weight: 218 lb FT = 10%
Whony T.
4
I oriho it!, PIE.
I,, t.'l n"r IoNal, ; 14 "'"Wm 0 " 1— tNwo" 1. 1.4, 0"try "' .11. 0 fu In' 11C * for IoN k. 0I IX I 1"F"" 0 or, 00 W .! Wio. .1 N ' I— J" kcq '% W, .1t,1101. nit WIN At ' P"' rt,OoWo 0 80083 IN "*.;
4' W(oft P lik'Al. p0o" .4 row"r, 04, Woof(.,". "q"w 4 In W WA.-40-41. poofpo- 4451 St. Lucie Blvd, uIt
Pierce, Ft 34346 41Fort (opprohl
0 ?016 4 1 tool bosses- Aflib.'Y1, TomIm 111, It, Repm6ommoftho domment"..') for., kPtWInitd .4frook -trempewiIotm from A I Roof Im"" WWY 1, Tonto IIIjA.
Jot) I russ Truss Type Qty I Ply lioWRCEB,)ALM A05 Hip Truss 2 1I- b Refet
Al - Roof Trusses, Fort Pierce,- FL 349413, desig-n@-a1truss.com Run: 8,126 s- Nov 12 201-7 Print: 8,120 s Nov 12 2017
ID:ta7uotTo57o0tNCWmTn2mQyhC
1 14-11-4 19-11-4 "-2-4-1174 32-6-113, _ _ __ - -I - - ___ __ _ I- - - --d-b I'll
51-0-1'2 7-3-13 7-7-7 -0-0
6,00[-12 5X6
1,5x4 11 5x6
7
Plate Offsets (X,'
LOADING (pso
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
104
i- — 13
A0015071
3 14:21:43 2018 Page 1
vIC7dHAtDu5tJLFzKC16
Dead Load Defl. = 1/4 in
12 13
5X12 11
3x6
3Bd8 3X4 5x12 11
3x4 -- 3x6 --:
lu-f-j
I I I - 1- 119-11-4 1 29-3fi
9-4-2
1 11 , , I9-4-1
I ''1',-,' 1139-10-8 110-3
4.Edgel, [5:0-3-0,Eclgell -- ----- - -- 112:0-8-7,Edgej
SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP
Plate Grip DOL 1.25 TC 0,93 Vert(LL) 0L41 16-18 >999 360 MT20 244/190
Lumber DOL 1.25 BC 0.80 Vert(CT) 0,6916-18 >697 240
Rep Stress Incr YES WB 0,51 Horz(CT) 0.19 12 n/a n/a
Code FBC201 7/TPI 2014 Matrix -MS Wind(LL) 0.31 16-18 >999 240 Weight: 224 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except'
T312x4 SP No.2, TIL 2x4 SP 2400F 2.0E BOT CHORD
BOT CHORD 2x4 SP M 30 2-18=-142012183, 17-18=-959/1827,
WEBS 2x4 SP No.3 17-27=-959/1827, 27-28=-959/1827,
OTHERS 2x4 SP No,3 16-28=-95911827,16-29=-960/1827,
SLIDER 29-30=-960/1827, 15-30=-960/1827,
Left 2x8 SP 2400F 11-8E 2-0-0, 14-15=-960/1827, 12-14=-1423/2183
Right 2x8 SP 2400F 1.8E 2-0-0 WEBS
BRACING- 4-18=-302/521, 6-18=-307/473,
TOP CHORD 6-16=-156/465, 7-16=-296/260,
Structural wood sheathing directly applied or 2-2-0 oc 8-16=-156/465,8-14=-307/473,
purlins. 10-14=-302/521
BOT CHORD
Rigid ceiling directly applied or 5-10A oc bracing. NOTES -
WEBS 1) Unbalanced roof live loads have been considered
1 Row at midpt 7-16 for this design.
MiTek recommends that Stabilizers and required j 2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
cross bracing be installed during truss erection, in i Vasd= 1 16mph; TCDL=5,0psf; BCDL=5.Opsf; h=25ft;
accordance with Stabilizer Installation guide. Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
REACTIONS. (lb/size) exposed '' end vertical left exposed;C-C for members
2 = 1659/0-2-12 (min,0-1-15) and forces & MWFRS for reactions shown; Lumber
12 1659/0-2-12 (min. 0-1-15) DOL=1 .60 plate grip DOL=1.60
Max Horz 3) Provide adequate drainage to prevent water
2 =-155(LC 10) ponding.
Max Uplift 4) This truss has been designed for a 10.0 psf bottom
2 -441(LC 12) chord live load nonconcurrent with any other live
12 =-441(LC 13) loads.
Max Grav 5) * This truss has been designed for a live load of
2 1659(LC 1) 20.Opsf on the bottom chord in all areas where a
12 1659(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
FORCES. (lb) 10.opsf.
Max. Comp./Max, Ten, - All forces 250 (lb) or less except 6) Provide mechanical connection (by others) of truss
when shown, to bearing plate at joint(s) 2, 12.
TOP CHORD 7) Provide mechanical connection (by others) of truss
2-3=-435/211, 3-4=-2559/1842, to bearing plate capable of withstanding 100 lb uplift at
4-5=-2347/1750, 5-6=-2262/1774, joint(s) except Ot=lb) 2=441, 12=441.
6-7=-2011/1628, 7-8=-2011/1628,
8-9=-226211774, 9-10=-2347/1750,
10-11=-2559/1842, 11-12=-435/211 LOAD CASE(S)
BOT CHORD Standard
2-18=-1420/2183, 17-18=-95911827,
17-27=-959/1827, 27-28=-95911827,
16-28=-959/1827, 16-29=-96011827,
29-30=-96011827, 15-30=-960/1827,
tro, yet, .0"'. qolemn' IN net
AsC—k'qeif"," to xM .4"M Too!'t"'fo, 0 ate,*w"'ey—nel "'p-Wa, * W #",r OW sspt sty;.telnM 100 '9' wk 1141 Antfi,,nyuse01" 1- V, eat Nike" F4 "'W.00 0 t' 1— le, 0— wod eoe 1.4"t kq. r 0 N W, 'e"V .14,1.$ k,,03:.k W IK I !" F"" 0 1. V "t .! htlt't' 0 ftt 4'' zaof. W 4' ',o'j, ''Wfooae .1 k,oq'10 r" 0
P, —w'- 0. at P.M. 0 0, We" (.Waoo won I.fave. P11"W 4 Piave W4 .' 0-0* ne— ",*., O*v-
80083
4451 A. Lucie Blvd. 1, A
Replo4nito.0 of 11's go(oaftet, in any low i, pfohilided withoft the .6"e. peimistian horn A I Roof ltmn
i'oft P,4n(e. IL 34946
A0015072
Truss Truss Type
A06 Hip Truss
Reference
Al Roof Trusses, Fort Pierce, FL 34 9_467design Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 1411:44 2018 Page 1
ID:ta7uotTo57oQtNCWmTn2mQyhqgX-pN 1 tLAIxW5qWUHyZA022?nt4ebRJOeMM71GSthZKC 15
0 2 8-7-6 16-11-4 22-11-4_ _ 31-3-2 39-10-8 _tq-11-4
28-3-14_
I - 6--d-O 8--3-14 8-7-6
6M 112
SX10 ---
5x6 --:
Za
16 11) 14 Zo 13 14 11
11
5x12 11
1.5x4 11 3x6 - 3x8 1.5x4 11
3x4 U6
8-7-6 16-11-4 22-11-4 31-3-2
8-7-6 6-0-0 8-3-14
Plate Offsets_(XY) - 12:0-8-7,Eclgej, j4:0-3-0,Edgqj, [7:0-3-0,Edqe],j9:0-8-7,Edg I
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d
TCLL 20.0 Plate Grip DOL 1.25 j TC 0.99 Vert(LL) 0.24 14-16 >999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0,5614-16 >849 240
BCLL 0.0 Rep Stress Incr YES WB OA3 Horz(CT) 0.19 9 n1a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.27 14-16 >999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No,2, TI: 2X4 SP 240OF 2,0E
BOT CHORD 2x4 SP M 30 'Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x8 SP 2400F 1,8E 2-0-0.
Right 2x8 SP 240OF I .8E 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid coiling directly applied or 5-1-2 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 1659/0-2-12 (min. 0-1-15)
9 1659/0-2-12 (min. 0-1-15)
Max Herz
2 174(LC 10)
Max Uplift
2 = 459(LC 12)
9 = 459(LC 13)
Max Grav
2 1659(LC 1)
9 1659(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-338/96, 3-4=-2549/1803,
4-5=-2025/1564, 5-6=- 1716/1530,
6-7=-2025/1,565, 7-8=-2549/1803,
8-9=-338/95
BOTCHORD
2-25=-1369/2171, 16-25=-1369/2171,
15-16=-137112170, 14-15=-1371/2170,
14-26=-844/1715, 13-26=-84411715,
12-13=-1374/2169, 11-12=-1374/2169,
11-27=-1372/2171, 9-27=-137212171
BOT CHORD
2-25=-1369/2171, 16-25=-1369/2171,
15-16=- 1371/2170, 14-15=-1371/2170, 14-
26=-844/1715, 13-26=-844/1715, 12-
13=-1374/2169, 11-12=-1 37412169, 11-27=-
1372/2171, 9-27=-1372/2171 WEBS 4-
16=
0/285, 4-14=-584/624, 5-14=-
264/527, 6-13=-264/495, 7-13=-
586/624. 7-11 =01285 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1
16mph: TCDL=5.Opsf; BCDL=5,Opsf; h=25ft, Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL= 1.
60 plate grip DOL= 1.60 3) Provide
adequate drainage to prevent water pending, 4)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL 10.Opsf.
6) Provide
mechanical connection (by others) of truss to bearing
plate at joint(s) 2, 9. 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except Ot=lb) 2=459, 9=459. LOAD CASE(
S) Standard Dead
Load
Defl. = 5/16 in Weight: 225
lb FT = 10% 1-041,
1, t" O'T' 0, W.p r"" 04100 . k IM *I 14a IkI 111'r -W- 4011 MWW 1a01h'y Anthony T. T,,xnho Al, P.E. Z 80083
4451 St.
Ludc Blvd. V., WA'
4 FoTt Plei(e, Ft 34046
WRCEB2ALM A07 I Common Truss
Al Roof Trusses, Fort Pierce, FL 34646, desigaga I tru s_s:c0m_ -
1 0 12 5-4-2 12-2-7
1 2 5-4-2 - 1 - 1 -11 6_1n_,' .
6,00112
J2 _j 1
8.120 IS Nov 12 2017 Print: 8.120 s t,
ID:ta7uotTo57o0tNCWmTn2n
0_-1_1-4 27-8-1
8-13 2-0-0 6-8-13
5X6 _-
5X6 -_Z
7 a
A0015073
ies, Inc. Thu May 3 14:21:45 2018 Page 1
N5RX[kjZHX?QFp?qdl-VWMPMQQ8zKC14
34 19-10-8 _-11-4 11155-
4-2 1-q0-12 Dead
Load Doti. = 3/8 in as
18
17 13 402
11 3x4
4x6 = 3x4
3x4 4x6 3x4 402 11 WME
0 LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d TCLL20.0 Plate Grip DOL 21 125
TC
0.96 Vert(LL) 0.45 15-17 999 360 TCDL
10.0 Lumber DOL 1 BC 0.70 Vert(CT) 0.80 15-17 601 240 BCLL0.0 Rep Stress Incr YES WEI 0.89 Horz(CT) 0,17 13 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.32 18-20 999 240 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
2x8 SP 2400F 1,8E 2-0-0, Right
2x8 SP 2400F 1.8E 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
coiling directly applied or 5-9-1 oc bracing. WEBS
1
Row at midpt 6-18,9-17 MiTeR
recommends that Stabilize I
rs
11
and
required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1659/0-2-12 (min,0-1-15) 13
1659/0-2-12 (min.0-1-15) Max
Herz 2
193(LC 11) Max
Uplift 2 =-
474(LC 12) 13 =-
474(LC 13) Max
Grav 2 =
1659(LC 1) 13 =
1659(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-405/383, 3-4=-2533/1865, 4-
5=-2382/1759, 5-6=-228311778, 6-7=-1861/
1546, 8-9=- 1861/1546, 9-1 0=-2283/
1778, 10-11 =-2382/1759, 11 - 1 2=-2533/
1865, 12-13=-4051383, 7-8=-1575/1484
BOT CHORD 2-20=-
1451/2145,
20-29=-120412005, 19-29=-1204/2005,
19-30=-1204/2005, 18-30=- 1204/2005,
17-18=-722/1575, 17-31=-1205/2005,
16-31=-1205/2005, 16-32=-1205/2005,
15-32=-1205/2005, BOT CHORD 2-20=-1451/2145,
20-29=-
1204/2005, 19-29=-1204/2005, 19-30=-
1204/2005, 18-30=-1204/2005, 17-18=-
722/1575, 17-31=-1205/2005, 16-31=-
120512005, 16-32=-1205/2005, 15-32=-
1205/2005, 13-15=-1456/2145 WEBS 9-
15=-551346, 11-15=-
1
10/298, 6-20=-55/346, 4-20=-
110/298, 7-18=-440/589, 8-17=-440/
589, 6-18=-662/690, 9-17=-662/
690 NOTES- 1) Unbalanced roof live loads have
been
considered for this design. 2) Wind: ASCE 7-
10; Vult= 1
50mph (3-second gust) Vasd=1 16mph; TCDL=5.Opsf; BCDL=
5 Opsf; h=25ft; Cat, 11: Exp C; Encl., GCpi=0.
18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever
left and right exposed; end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber
DOL= 1 .60 plate grip DOL= 1.
60 3) Provide adequate drainage to prevent water
pending. 4) This truss has been designed
for
a 10.0 psf bottom chord live load nonconcurrent with any other
live loads. 5) * This truss has been designed
for
a live load of 20.Opsf on the bottom chord in
all areas where a rectangle 3-6-0 tall by 2-
0-0 wide will fit between the bottom chord and any other members, with
BCDIL 1 O.Opsf. 6) Provide mechanical connection (
by others) of
truss to bearing plate at joint(s) 2,
13, 7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=474,
13=474. LOAD CASE(S) Standard 9 3 14
PLATES GRIP MT20
244/
190
Weight: 235
lb FT =
10% Nwp W(_
41' wo,' . f4 IN 4
r "'
n .4 "40- 0 R, 004M (wr" ww fw"w III M WIN4 -0-0 4451 St. hxw Blvd. Fort P Hit
A I loot kows
Ankay 1, Toroloo III, P.E. kepodooioo of lk'i domm'41"o any fomm poohih'W wthcol tht written pvromi" Isom A I Ral basses -Anthony I lombo Ill. P [. ierce, Ft, 34946
Job Truss Truss Type Qty Ply
Wk A0015074RCEB2ALMA08CommonTruss 1 1
i, FL 34946, design@a1trusscom Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:46 2018 Page I
ID:ta7uotTo57ootNCWmTn2mQyhqgX-lm8emsKB2j4Eja6xlR4W4CyQOP9vUXdfb35zyazKC13
1,-0,-,;,2 12-2-7 19-11-4 27-8-1 4Q:1,1-4
1110-12 5-4-2 6-10-5 7-8-13 7-fI-0 6-10-5 5-4-211 11-0-12
5x6
6,00112
12
18 zi it ZU
16
zu 19 ji.) 14
Dead Load Defl. = 3/8 in
13
3x4 - 06 -
3X8
06 3x4 012 11
012 11
9-2-5 19-11 A 30-" 39- 10-8
9-'2-5 1 10-9-6 10-8-15
1 9-2-5
Plate Offsets [2:0-8-7,Edgel, [5,O- 3- qEdgej,
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.97 Vert(LL) 443 16-18 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,76 Vert(CT) 0.80 16-18 601 240
BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0,17 12 n/a n1a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.31 16-18 999 240 C Weight: 223 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x8 SP No.2 2-0-0,
Right 2x8 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS
1 Row at midpt
7-16, 8-16, 6-16
1 KAiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1659/0-2-12 (min.0-1-15)
12 = 1659/0-2-12 (min.0-1-15)
Max Harz
2 203(LC 11)
Max Uplift
2 = 481(LC 12)
12 A81(LC 13)
Max Grav
2 = 1659(LC 1)
12 1659(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-368/356, 3-4=-2530/1870,
4-5=-2384/1770, 5-6=-2239/1789,
6-7=-1 819/1515, 7-8=- 1819/1515,
8-9=-2239/1789, 9-1 0=-2384/1770,
10- 11 =-2530/1870, 11-12=-368/356
BOT CHORD
2-18=- 1454/2186, 18-27=- 1224/2048,
17-27=- 1224/2048, 17-28=- 1224/2048,
16-28=- 1224/2048, 16-29=- 1225/2012,
15-29=-1 22512012, 15-30=-1225/2012, 14-30=-1225/
2012, 12-14=-1458/2141 WEBS 7-16=-
882/
1184, 8-16=-685/735, WEBS 7-16=-
882/
1184, 8-16=-685/735, 8-14=-43/
348, 10-14=-107/282, 6-16=-6851735,
6-18=-43/348, 4-18=-107/
282 NOTES- 1) Unbalanced
roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult= 1 50mph (3-second grist) Vasd=l 16mph;
TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp
C; Encl., GCpi=0,18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown, Lumber DOL=1.60
plate grip DOL=1.60 3) This truss
has been designed for a 10.0 psf bottom chord live load
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
at joint(s) 2, 12. 6) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
it=lb) 2=481, 12=481, LOAD CASE(S)
Standard 4 ot,
I.
lkwV44"J., mN ,w owk,, 1,c * 11vW01-4,q W*Tv I 1"r a464Wj w4, 80083 4451 St. Lude
Blvd, Foft P:eice,
Ft 34946
Qty I PlyJobTruss
WRCEB2ALM B01E COMMON TRUSS
design @a 1 truss, corn
149b Reference f
12 2017 Print: 8.120 s Nov 12 2017 MiTek
ID:ta7uotTo57oOtNCWmTn2mQvhaaX-Dvi
0-0-1 19-2-8 ............ .. . .
t-0-ij 9-7-4 9- 7-4
4x4l
A0015075
P
17 2018 Page 1
pt)irWUOzKC12
24 23 22 21 20 19 1817 16 15 14 13
19-2-8
19-2-8
LOADING (psi? SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.22 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 YES WEI 0.10 Horz(CT) 0.00 13 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 105 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc; bracing.
MiTek recommends that Stabilizersbili
I
zers and required
cross bracing be installed during truss erection, in
accordance, with Stabilizer Installation guide.
REACTIONS. All bearings 19-2-8.
lb) - Max Horz
24= 131(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
24, 13, 20, 21, 22, 18, 16, 15 except
23=-1 18(C 12), 14=-1 15(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
24, 13, 19, 20, 21, 22, 23, 18, 16, 15,
14
FORCES. (lb)
Max. Comp,/Max. Ton, - All forces 250 (lb) or less except
when shown.
TOP CHORD
5-6=-991251, 6-7=-130/337, 7-8=-1301337,
8-9=-100/251
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone: cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1,60
3) 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
ANSIfTPI 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 2-0-0 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 2-0-0 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) 24, 13, 20, 21, 22, 18, 16, 15 except (jt=lb)
23=118,14=115.
LOAD CASE(S)
Standard
klthoy V. Tom,o 11', P F,
445I St. Woe Blvd,
Aarylearn 11006 Antho"T Imbeill PI,
Fa; Pierre, 1,t 34946Zt ""
Job s Qty Ply
WRCEB2ALM CA Jack -Open Truss
Truss Truss Type
1_11__ -
1__jJob Reference (optionallj_
Al Roof Trusses, Fort Pierce-, F( 3446, a-e-s-i-gn--@a-ltruss.com -----------Run: 8,120 s- Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thy
Dlta7uotTo57o0tNCWmTn2mQyhqgX-h9GOBYLSZKLyyuFKPs7
1-0-12
1 ------ 0- 10- 15,
1-0-12 0-10-15
1,5x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/cleff L/d
TCLL 20,0 Plate Grip DOL 1,25 TC 0.21 Vert(LL) 0.00 6 999 240
TCDL 10.0 Lumber DOL 1,25 BC 0.06 Vert(CT) 0.00 6 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 110,0 Code FBC20171TPI2014 Matrix -MR
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 0-10-15 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)
6 = 161/0-2-12 (min. 0-1-8)
3 23/Mechanical
5 5/Mechanical
Max Herz
6 52(LC 9)
Max Uplift
6 = 47(LC 8)
3 23(LC 1 )
5 18(LC 9)
Max Grav
6 161(LC 1)
3 14(LC 8)
5 17(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1.60
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) 6.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 6, 3, 5.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
A0015076
Weight: 6 lb FT = 10%
I
4, h;T tqrov tw_"' 1. .1 Too 'p w' 0 W po "W'41 Anlinny T. 1onbo :1:, P I,
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A,
WRCEB2ALM jCJ1A (Jack -open Truss A0015077
1W
34946, design@altruss.com Run: 8,120 s Nov 12 2017-Pnint: 8 12Q s Nov 12 2017_mitek' Industries, Inc. Thu May 3
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-h9GOBYLSZKLyyuFKPs7-9d2_of
0-9-11
0-9-11
6,00112
t5x4l 11
TI
4
1,5x4 11
0-9-11
LOADING pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.08 Vert(LL) -0,00 5 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) -0.00 5 999 180
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix -MR
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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mifelk recommends
11
that Stabilizers and requiredI
I
cross bracing be installed during truss erection, in
accordanco with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 23/0-1-8 (min, 0-1-8)
4 7/Mechanical
2 19/Mechanical
Max Herz
5 37(LC 9)
Max Uplift
5 12([-C 10)
4 = 15(LC 9)
2 27(LC 9)
Max Grav
5 = 33(LC 9)
4 = 21(LC 10)
2 25(LC 19)
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=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 5.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 4, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 4 lb FT = 10%
111SiF5 I., I'di A"f 1 1.0 1" h Id—, %'14N-', TDO it"
I"T ol,itl.tewfrx xWOO, Anthomy 7. lofribo ill, P.F. ad se el s I - Sv, Wfj ; 1* 1-0* 0 ' 9— $' G..'; "'o a 0, WW'I hgra m ww 0 1. K, 1141' t * Wd kA'j 0' * rK I 'I, Fgn 4 to AW.74'w"'640F'i, z
80083 4451
St. Lucie Blvd, Rep,
00"dioR of fhI,i io(ommi'm 4AV I.I., I, plolohiltid ckoffit Femmio. hom Al Roof lw'e5 fart
P eice, I'L 34946 I
WRCEB2ALM CAL ICorner Jack 14 1I A0415078 Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:49 2018 Page 1 ID:
ta7uotTo57o0tNC WmTn2mQyhggX-9LgmOuM4KeToa2q WzZeDlra9acMHh?L6H 1 KdZvzKC10 1-
0-0 1-5-11 3x4 =_
0-
3-8 -f- --- I1-5-11 0_
3_8 1.2-3 LOADING (
pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deFl Ud TCLL
20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 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 FBC20171T'PI2014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1-5-11 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MITek
recommends t-h-a -t Stabdrzers and required cross
bracing be installed during truss erection in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3 =
23/Mechanical 4 -
15/Mechanical 2 -
139/0-3-0 (min.0-1-8) Max
Horz 2 -
32(LC 8) Max
Uplift 3 =
14(LC 9) 4 =
13(LC 9) 2 -
110(LC 8) Max
Grav 3 -
23(LC 1) 4 -
19(LC 3) 2 -
139(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=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.
0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 3, 4 except Qt=lb) 2=110. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
6 Ib FT = 10% 1-
4 pnestu"N!retuene OUCJ rhltit uo"r - 004 etnr 104..'r nllft:
Mfk'W.yT! "Ba,. srl}rtnR S)h 193E rate. 4}e,'ttr DtiG)t ittfelY t. dl tRgM .2, tfa iR Nv lUU.ept II IF%iefrat.f fl of pattfikAlltt}(-!1r}speuYlla 9'pf er NNESeM I e,n'INetMrlm MA.t. e4t4 rHl :n!e+5±}i h5laKUW nGKW;iintlNS, SafeilhM An*hony T. Tornho A!, P1. G51
i5t et null 4 wenfeu4 it nk t4(1f ihhl. tl St9 IE(0 Rt iRa'J. Niy"QNYIk tMlntf ht, {ar'.'1M laalM H.. "A{ii H/mt I!( l.l;q !{ .rnl. Alt tr} tt nF'. hb t{ett hill feint il"44, 'IFnpt l3d5?;, 4'1yt >fnmtl iF[61Y } sA-ae i' rcsrwbk0 hd r 80083 m
ryrr on rr ue tsezera. 8- rNr,. ne lot ern Win, Kaw{tittt WeTte-or. r<TKeI 44"rq"(A(Ixrm enu'n dteto:?d va aoet,n. t.prcArtmes a3xnmrtEetasr twsrpn.t-mx }e.*e fepaen wt lt., Mmfem n.ats, 1451 St, Lude Blvd. rrRiulefirekra;eaa tµ9 ar mq![dl ryr rmri let ins rsx,fneK ,sdtt#y 1.4n; 5'vr. I...47,m_nee40f)nlny Kll ca loft nxra+ka+f railll. rPart Pierce, rl
34446 apgti4h1 3416AdAaathasses-Anthonyl,
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Ply
WRCEB2ALM CJ3 Jack -Open Truss 7 1
Job
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run. 8.120 s Nov 12 2017 Print: 8,120 s Nov 12
1-0-12 2-10 t5
l1-0-12 2-10-15
14
A0015079
11
3x3 11
2-10-15
2-10-15
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 0.34 Vert(LL) -0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.01 45 999 240 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 2-10-15 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 = 197/0-2-12 (min, 0-1-8)
3 = 66/Mechanical
4 - 26/Mechanical
Max Horz
5 - 86(LC 9)
Max Uplift
5 = 42(LC 12)
3 = 66(LC 12)
4 - 3(1_C 12)
Max Grav
5 = 197(LC 1)
3 - 66(LC 1)
4 = 50(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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) r This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 5.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3, 4.
LOAD CASE(S)
Standard
F"4'xq-Naasett nyllr ee.aela 511W Wl"SS"it£iEY"a Gf1I;11t [fIN4[C.Mptljp: (gSt JM tl.C1;1i1dGktlg:Mfp'"In e. lrvAr hsi ry4lade sMiesd Mesal slurs # }r+r.iy{ILQ,MWAeHM[i it dCji tddaa0k,e iar'eess. 39.,o rxm01.0 ,19.'
Idtles. caanurrlrt aN":x.<I fr lte l3P la ie edd 4ee Tns Besye iq_ 5e'lA.£gix -;.M Berl nrrrl6A:ry< d re aror." d ne rdnoweel+',ry n1as IVUr I, to, ee del li I, z 1wid ea. ie IM a He. rda t3l .Mi :r, nr+np x IrU:.rq mOW xttrlrlrr Anthony T. Tomtj3 ill, P.E.
Mee, d mvl b eWit"!"I esyrrsis,lttedN9.rx ne Oral ern.:n eged e; In 4aleug Negot.:.. w 1.e I ed he ll.. de: ad tk WNt FagN arui. leo rd Ik lW M"?lei '0 eres I61 tM':ag.:mge."filigr WNxag.ad 4r <,'k hd : $0083 IF4
MCvn u+uz$aa5 yet ac>irNe[WMd tact le; adbl tlheNlNq rrnlq uShclA+nn {rSI lrNskee Ylel F;rCl tte"In re'a yea ryri 1P Ih5a:2.np+s.ldi4G MS 6entsiwxzt.es:fnp l,sdeig>apun x9(necMalr:l+sa. eQes ekeria
Edamy.:ratca rpea4@narnttry 17illraerslinseed. [k Ge ,.:a..pnea :1uI t*x InFay or„finer xlrs Sls:aiagaeeu:a7aedR:y. tl d+Yeeda•m ac ur WaN,I[Il A.
451 _FLLod3494 Zt FortPierce, FL 34946 foppiSM(07016A-
I toothosses-Anlpanpl.lomhollLP.E. RepmQuQiunol hisdo<umerrt,inaoyfm,rspvohi6Bedwitheoldhtrr+ttenpaemssianleemA-1&co[fresses AnthonrC.lnmdulll,P-E.
Job Truss Truss Type
I A0015080
WRCEB2ALM CJ3A Jack -Open Truss
Q'y Ply
1 jJab_Referencefop jignaJ) . .. ......
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run, 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:51 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-6kyXpZOKsFjWpM—v4—ghnGgSlQOm9vqOkLpkdnzKCl_
2-9-11
2-9-11
1.5x4
1.5x4 11
2-9-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,19 Vert(LL) 0.00 3-4 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 3-4 999 240
BCLL 0.0 Rep Stress Incr YES WEI O.00 Horz(CT) 0.01 4 n/a n/a
BCDL 10 0 Code FBC2017ITPI 2C Matrix -MR I Wind(LL) 0.00 3-4 999 240
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 2-9-11 oc
purfins, except end verticals,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 or, 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 (rnin. 0-1-8)
2 = 73/Mochanical
3 31/Mechanical
Max Horz
2 71 (LC 9)
Max Uplift
4 = 48(LC 9)
2 33(LC 12)
Max Grav
4 = 114(LC 19)
2 73(LC 1)
3 50(LC 3)
FORCES. (lb)
Max, Comp,/Max, Ten, - All forces 250 (1b) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph, TCDL=S,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 2-0-0 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
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 10%
Anthony 1, Tomb :111, P f
4 $0083
4451 St, Lucie Blvd,
Fwt Pem, FL 34946
Reptod-0ion o(th'i ilowfflent'm ORY lofm'.i proh,hoed ithool tht -"'n pewwon 6M A I Roof lms'sZt ""'
1—* '- "' 11", 11, "11" " '{,41
WRCEB2ALM 1CJ3L
Truss Type Qty Ply
1
Corner Jack 4 AOO 1508e. Fort
Pierce, FL 34946, truss.com Run: 8.120 s Nov 12 2011 Print: 8,120 s Nov 12 2011 Mi I ek Industries, Inc. I hu May 3 14:21:b1 201 a Page 1 1
Dla7uotTo57oOtNCWmTn2mQyhqgX-6kyXpZOKsFjWpM_v4_ghnGgTTQ?29vqOkLpkdnzKC 1 1-
0 i - --- --- --- - ---- - i 6- 3-5- 11- 3x4
0-
3-8 3-
2-3 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (lot,) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0,18 Vert(ILL) 0.02 4-7 999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 019 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/TP12014 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 purlins,
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. Mitek
recommends that -Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide., REACTIONS. (
lb/size) 3 =
81/Mechanical 4
46/Mechanical 2
205/0-3-0 (min, 0-1-8) Max
Herz 2
53(LC 8) Max
Uplift 3
51 (LC 8) 4 =
36(LC 8) 2
148(LC 8) Max
Grav 3
81 (LC I 4 =
59(LC 3) 2
205(LC 1) FORCES. (
1b) Max,
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; 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 2-0-0 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 Ot=lb) 2=1 48, LOAD
CASE(S) Standard
hiv
1.0- Sp"Oft' 'to .. WIN "P'oie(At 1"V 0, k ",14 1.- Op"t was TK '0' W i4l AnIhmy T. txtadwr laine -
1.4,4 " ft rerpeuMim 0 N vNt0x t4 WC4 h'j.K 1"V, W r. *N k*'q 'e, w fe'; 'k, W'— 0 Wi 0 t. T- -*" M*,,'4 "t-W Fee 411 A*' N t111-4 I IF Lde
4451 SuFoJI
erce, FL 34946 Whoyl,lembolitpT
leplod"Ot. of je't immm"Roy lam, " p(4,14ild .40VI the ."WA fewwop Imi A I Roof lrow
WRCE82ALM ICJ5 'Jack -Open Truss
A0015082
Trusses, Fort Pierce, FL 34946, design@altruss,com
1-0-12
1-0-12
s Nov 12 2017 Print: 8. 120 s Nov 12 2017 Mi I el
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-awWv1
4-10-15
4-10-15
U12 11
4-10-15
Plate Oftsets- X _15'076, 781
2-
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,4-9 Vert(LL) 0.02 4---5 999 4--4-11--9- 0360MT20
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 I W6 0.00 Horz(CT) 0.03 5 n/a n/a
BC DL 10.0 Code FBC2017fTP1201 4 11 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 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-15 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, 11 "I'll 1111, -------- --- -- --- -
REACTIONS. (lb/size)
5 270/0-2-12 min, 0-1-8)
3 125/Mechanical
4 53/Mechanical
Max Horz
3 127(LC 12)
Max Uplift
5 141(LC 12)
3 37(LC 12)
Max Grav
5 270(LC 1)
3 125(LC 1)
4 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-2701486, 2-3=-156/292
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL= 1.60 plate grip 0OL= 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) 5.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3 except (jt=lb) 5=141.
LOAD CASE(S)
Standard
41 -
td4ww-" 90 rkOeeaslaty . , 10 o
OM" 'ow'q-q "'t.410, N 0'r 0, ft iV Nl TOO wo'oh MI Anhony T. TDmlx, :V, 0 *
o I W*'114 0 IN 1-1 r. 4." >ftll* Ile 1"I" 4,M o-4o 01. 111 1a 4, *0 t.*':ok W IN I 'k"fy 0111 V .4. 44 " 0 M' "', Io44kA"4'VzV Z 80083 4451
St. duo, Blvd, as
itu W'W III J! -1 14, 4- fe'p W k t."? Im, ,!"n tv. C ' dkq 111'41,o"t IN I tort
Di,ice, Ft 34946 Ppy'
i;hl 0 Mi, A I Root lms'tSRtpoilu'liep of lh'S ilowmeni, in ofty lom, ii p*M'd *,'Ilocof the Dveo feww" 1roffl A I Roof Tre""
A0015083
Job
I
Truss Truss Type - -
WRCEB2ALM CJ5A Jack -Open Truss
Al Roof Trusses, _ Fort Pierce, FL 34946,-d--esig-n@alt-russ,com--- f
4x4
3x4
120 s Nov 12 2017 Print: 8,120 s Nov 12 2617 Mlt4 1_nc(ijsjn`e_s, Ina. Thu
11
May
11
3 -
1
1 - 4:2 - 1:-53 201-6 Page I
ID: ta7uotTo57oOtNCWmTn2mQyhqgX-263H EFPaOszE3f8HCPi9shlicEf 1 dpKhCelrhgzKCoy4- 11
4-9-11
HU
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIPTCLL20.O Plate Grip DOL 1.25 TC O.53 Vert(LL) 0.02 3-4 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0,29 Vert(CT) 0,05 3-4 999 240BCLL0.0 * I Rep Stress Incr YES WB 0,00 Horz(CT) 0.04 4 n/a n/aBCDL10.0 Code FBC2017rTP12014 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 SIP 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 10-0-0 oc bracing.
Mif4 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 Herz
2 106(LC 9)
Max Uplift
4 87(LC 12)
2 52(LC 12)
Max Grav
4 186(LC 19)
2 128(LC 1)
3 88(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-4=-197/341
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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 other's) 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
INT 14, 'A i QC F IUMS,N rtr, RIM. 19C QW11"N fISTA'NIX; VW'W"Ev011" 1- y"g, 4"" .4 ,,4 W, or Ni fif"t" 'm t,' IA., I J j, t
444, U,
t too
I, "o . . Wq ... ."o'- 0 V. .1—m "q-kq4t rtt l"j, 0, r. ., 1,,u "'not .* lK W, wo, M 1 7* t,,p mo, 'W0,01
Alwo,0344-04
40"At— 30
or 5 Ardiony T. Tomho 11, ;) 1, 1.4'" To, ",W$m ,! 0 k 0— --* vrl W IV, 14 4: tot 1*1*1 "413441 W M I I, *v,. M d
ev., If"I on., wo,t, elk, 1
4451, St. Lucie Blvd, Zt ?*Bit A. 1 64111o"o lot., 4 pfoh,ba'd cthcoltht WItIXE6 tfYmk4Fk06fik@IA l RoWit,,,o Aathor,MJ, lomhollijj, Fort Pierce, FL 34446
D01 E I Monopitch Truss
A0015084
design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:53 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhggX-263HEFPaOszE 3f8HCPi9shlg5EiQdowhCelrhgzKCOy
t -1-0-0 + - - -- -- - - - 9-0-0
1-0-0 9-0-0
2x4 --
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 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 Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 *Except*
02,01: 2x4 SP No.2
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.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. All bearings 9-0-0.
lb) - Max Horz
2= 233(LC 12)
Max Uplift
All uplift 100 Ib or less at joint(s) 7,
2, 8, 9 except 10=-116(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
7, 2, 8, 9, 10
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-395/159
WEBS
3-10=-193/303
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
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) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) * This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 7, 2, 8, 9 except Qt=lb) 10=116.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 53 lb FT = 10%
Muni-C te}Nrn+v.hc"5:1+43 itU:S£S("Sf._%;kR:ik;t;.Y14>t.GM7d17;Xt,tiii8.'t[I°. F:K P+ittBSY?Yt"m:x en;q hc+gz p6'Fax•.tu Mi naf VKa24¢?nt, brats 6e'tty;':i',md tti*kcrttf !. itniF li_ ,. fAweA2 f ut ieM<xe. !lr.4ss 9.Mrmu n#tE eo.'ky le$uir
N .et rwaeCra Nn sae€k %:et M+s b , k !. d,aT sae w at tt ;!e :w ;wxx nr aa ac8 P rregwuwke r nz r yn *g iµ«i; mM ue of dmuat# k{.+am'set ' k m.,. Nil,gens,.a —:,. Anthow T. TomGo Ili, P.E.
ad lrc i, tidi k4m 01 1 w•maft,D xeft'! F"W ,, 4li r 14e1 r witW" 0." m?kWe.0 taN! a epxnL•rd 80083 al
ivn*ft,TV" V .V* 0 sr y t. asea. W—r 0-,aee4 r "Wk ,Ow'y gft"t an 4451 St, Lucie Blvd- tlt:•+.:eMl4,
GrEu.sr1 N•^fig exrorxer.adad-.k,rm.Gesfii''ef1 i, r;.a+r teMug Basyea+-siSslea frszm du ufGy. tti u}iHi,ei z, x; e:u,lAuxea;nl jutr c < i-o e, . L 34)46 cpyeigki `+° 28 i6
k t kan(Lns4ez Aethnoa t tem5a I(I. P.f. tepiedntl on u! thu dcmwcaL ir, sat term n pro6rbiied w itgut tke a inea permnsioe iaem A I toot Gasscs A iRuap i-ta'Rb¢ III; F.t.
Job Truss Truss Type 0", Ply
WRCEB2ALM D02 Monopitch Truss 10 1 A0015085
truss.com Run: 8.120 s Nov 12 2017 Print: 8120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:54 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-WJdfRbQC9A55hpjUm6EOPulteduYMEbr011OD6zKCOx
1 0 -0 4-7-8 9-0-0
1-0-0 --4-7-8 4-4-8
1.5x4 11
5
4x4 4x4 --
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20,0 Platete Grip DOL 1.25 TC 0.64 Vert(LL) 0.19 5-8 564 360
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.39 5-8 276 240
BCLL 0.0 Rep Stress Incr YES WE O.19 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS I Wind(LL) 0.04 5-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-0-12 oc bracing.
MiTelk-recommends that Stabilizers and required
crossbracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
2 418/0-8-0 (min. 0-1-8)
5 = 351/Mechanical
Max Horz
2 233(LC 12)
Max Uplift
2 = 101(LC 12)
5 = 178(LC 12)
Max Grav
2 = 418(LC 1)
5 351(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4061237
BOT CHORD
2-5=-512/371
WEBS
3-5=-418/576
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
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) except (jt=lb) 2=101. 5=1 78.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/16 in
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 10%
Anthony T. lomt'o If', RE,
80083
4451 St, Licie Blvd, Zt S k4nyl kmbO1111 top, dollop of th,5 dmmtnt, to 40, P'okbl'd lldoo th, -nop A I pool Imm
Rltl Pkwc, R 3494(,
Job Truss truss type uky illy
WRCEB2ALM EWE MONOPITCH TRUSS 1 1
A0015086
At design@al-t-russ.com Ru-n-:-8.120 s--Nov -12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Thu May 3 14:21:55 2018 Page 1
ID:ta7uotTo57o0tNCWmTn2mQyhqgX--VB1fxRrwUDylztgJqldx6qAt1PH5ih_tynylzzKCOw
1-0-0 +_278
1-0-0 4-2-8
9VEm"M rA:m Elm E M Z M R MR 9 am
6 5
2x4 1.5x4 11 1.5x4
LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 I Plate Grip DOL 1.25 TC 0,09 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.04 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 FBC2017ITP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No3
OTHERS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-8 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 = 4914-2-8 (min. 0-1-8)
2 151/4-2-8 (min. 0-1-8)
6 18514-2-8 (min. 0-1-8)
Max Herz
2 106(-C 12)
Max Uplift
5 22(LC 12)
2 20(LC 12)
6 = 78(LC 12)
Max Grav
5 49(LC 1)
2 151(LC 1)
6 185(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 16mph; 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) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Indus" 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 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads,
6) * This truss has been designed for a live load of
20 Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 2, 6.
9) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 10%
j nw, N VO 7VKN.'.i.Jr ORK !Jc t .04P*MRI:Wlf' n,* 0";' P—ft'! W'.f "I " !t' Z'" 4i* W R' .9— t 4*10 P i 14'.. ir' WV " — 0*
I"', —Nazi te„d+x V ki, k" k", ro"'— 4."n h"r 0 . .14 71,1, t" 1 .0, "k in 4, Wf Ailthcny 1, Torift 111, P E
tm f W*"
N 4451 St, LoOl j vd, tFor, 14946 p' (
tjht;t" 7016 A) Rol 1-e' Anthony I I-bt III, I,[, lepiovto. 01k; manta moyIofmmantapf'Mmm"Im. A I kod hom Anthov 1, 14.4. III P I, Z
Monopitch 2WRCEB2ALME02
1 russ 1 ype Qty ply
A0015087
Job Reference (optional) At Roaftrusses, Fort Pierce, FL 349461 design altrusscom Run: 8.120 s Nov 12 2017 Print: 8. 120 s Nov 12 2017 Mitek Industries, Inc. Thu May 3 14:21:55 2018 Page
ID:ta7uotTo57oOtNCWmTn2inQyhqgX-VBlfxRrwUDyizlgJqldx6q6AIKy5iq_,fynylZzKC(
1-0-0 4-2-8,
1-0-0 4-2-8
2x4 1,5X4
4-2-8
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/clefl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0,01 4-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.03 4-7 999 240
BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MP i Wind(LL) 0.05 4-7 902 240
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 4-2-8 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 'Stalbilizer Installation guide.
REACTIONS. (lb/size)
2 230/0-8-0 (min. 0-1-8)
4 155/Merhanical
Max Horz
2 105(LC 12)
Max Uplift
2 69(LC 8)
4 66(LC 12)
Max Grav
2 230(LC 1)
4 = 155(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=1 16mph; TCDL=5.0psf; BCDL=5.Opsf; h=1 5ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWIFIRS (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) 2, 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 18 lb FT = 10%
41
W N' 1,' )"'r, . N Ark ert l-,i
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00lor,
83 )
ho
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FL 4946 opl'ilhi 0 ?016 4 1 tool Imits AolIooAyj'hMb.lIl'I`J' Fact etve,
WRCEB2ALM FG1 FLAT TRUSS 1A0015088
3jJobe
Reference (optional) --tfmAt
Roof Trusses, Fort Pierce,- FL 214946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, _ Inc. _ Thu May 3-1-4:21:56 2018 Page ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-ShlQsHRThnLpw7tstXGsUJNBIRZZq3m7ucwvl?ZKCI 2-
9-1_0 5-3-8 7-9-6 10-3-4, 12-9-2 15-3-0___ 17-§-14 20-1-0 -;6 8 24-
10 2-5-14 2-5-14 2-5- 1 M-14 2-5-14 2-5-14 0A212 2-2-6 -5- Dead
Load Defl, = 1/2 in 08 -
3X6 : 7x10 MT20H5, 3x4 2x4 11 3x4 3x4 3x6 4x8 - PWRIA]
LOADING (
ps"' SPACING- 2-0-0 TCLL
20.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1,00 BCLL
0.0 Rep Stress Incr YES BCDL
10.0 Code FBC2017fTP12014 LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2x6 SP 2400F 2,0E WEBS
2x4 SP No.2 *Except* WI:
2x6 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-5-6 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (
lb/size) 19
508210-7-4 (min. 0-1-8) 11
4686/0-7-4 (min. 0-1-8) Max
Herz 19 =
39(LC 6) Max
Uplift 19
1348(LC 4) 11
1263(LC 5) Max
Grav 19 =
5082(LC 1) 11
4686(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
1 9=-870/231, 1-20=- 1072/279, 2-
20=-1072/279, 2-21=-10540/2765, 3-
21=-10540/2765,3-22=-18090/4910, 4-
22=-1 809014910, 4-23=-2315816463, 5-
23=-23158/6463, 5-24=-23310/6569, 6-
24=-23310/6569, 6-7=-23310/6569, 7-
25=-18729/5254, 8-25=-18729/5254, 8-
26=-10854/3027, 9-26=-10854/3027, 9-
27=-1100/297, 27-28=- 1100/297, 10-28=-
1 100/297, 10-11 =-405/76 BOT CHORD 19-29=-
2765/10540,
18-29=-2765/10540, 18-30=-5026/18438,
17-30=-5026118438, 17-31 =-6463/23158,
16-31 =-6463/23158, 16-32=-7258/25639,
15-32=-7258/25639, 15-33=-7258/25639,
14-33=-7258/25639, 14-34=-6569/23310,
13-34=-6569/23310, 13-35=-5254/18729,
12-35=-5254/18729, 12-36=-3027/10854,
11-36=-3027/10854 Continued on page 2
CS1. DEFL. in loc)
Well L/d TC 0.75 Vert(
LL) 0.49 15 494 360 BC 0.74 Vert(
CT) 0.82 15 295 240 WB 0.47 Horz(
CT) 0.09 11 n/a n/a Matrix -MS BOT CHORD
19-29=-
2765/10540,
18-29=-2765/10540, 18-30=-5026/18438,
17-30=-5026/18438, 17-31 =-6463/23158,
16-31 =-6463/23158, 16-32=-7258125639, 15-
32=-7258/25639, 15-33=-7258125639, 14-
33=-7258/25639, 14-34=-6569/23310,
13-34=-6569/23310, 13-35=-5254/18729,
12-35=-5254/18729, 12-36=-3027/10854,
11-36=-3027/10854 WEBS 9-1 1=-10395/2909, 2-19=-
10090/
2651, 9-12=-914/2902, 2-18=-986/2990,
8-12=-8426/2383, 3-18=-8451/2423,
8-13=-720/2211, 3-17=-766/2286,
7-13=-4901/1408, 4-17=-5386/1654,
7-14=-392/1022, 4-16=-45711116, 5-
14=-24931737, 5-16=-26551853, 5-15=
4281983 NOTES- 1) 3-ply truss
to be connected
together
with I Od 0. 13 1"x3") nails as follows: Top
chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1
row at 04-0 oc, Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc. Webs connected
as follows: 2x4 - I 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=1 16mph; 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 4) Provide adequate drainage to prevent water pending.
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. 1-0 PLATES GRIP MT20 244/190
MT20HS
187/143
Weight: 343
lb FT = 10%
7) * This truss
has been designed for a
live load of 20.Opsf on the bottom chord in all
areas where a rectangle 3-6-0 tall by 2-0-
0 wide will fit between the bottom chord and any other members. 8) Provide
mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) except Ot=lb) 19= 1348, 11 =
1263. 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) 395
lb down and 182 lb up at 0-
2-12, 140 lb down and 58 lb up at 0-8-0, 137 lb
down and 41 lb up at 2-8-0, 210 lb down and 140 lb up at 4-
8-0, 288 lb down and 179 lb up at 6-8-0, 288 lb
down and 179 lb up at 8-8-0, 288 lb down and 179 lb up at
10-8-0, 288 lb down and 179 lb up at 12-8-0, 288
lb down and 179 lb up at 14-8-0, and 288 lb down and
179 lb up at 16-8-0, and 288 lb down and 179 lb up at
18-8-0 on top chord, and 309 lb down and 200 lb up
at 1-8-0, 309 lb down and 200 lb up at 3-8-0,
309 lb down and 200 lb up at 5-8-0, 309 lb down and 200
lb up at 7-8-0, 309 lb down and 200 lb up at 9-8-
0, 309 lb down and 200 lb up at 10-2-8, 309 lb down
and 200 lb up at 12-2-8, 309 lb down and 200 In up at
14-2-8, and 309 lb down and 200 lb up at 16-2-8,
and 309 lb down and 200 lb up at 18-2-8 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=11,00 Uniform Loads (plf) Vert:
1-28=-170, 10-
28=-60, 11-
19=-20 Concentrated Loads (lb) Vert: 1 =-395 2=-1
37 7=-288
16=-309(B) 15,---309(B) 20=-1 40 21 =-210 22=-288 23=-
288 24=-288 25=-288 26=-288 27=-288 29=-309(
B) 30=-309(B) 31 =-309(B) 32=-309(B) 33=-309(
8) 34=-309(B) 35=-309(B) 36=-309(B) 2) Dead +
0.75 Roof Live (balanced) + 0.
75 Attic Floor: Lumber Increase=1 .00, Plate InGrease=1.00
Uniform Loads (plf) W-n Vl 'i il",
I'll P
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or-khR ON, N"', ft 0..", mv"* 14 Nicer O'r"z N ww 0 1. W, v X W v! 4, I"W IK I 'I, qw-l414190.4 e held 0 R, T"r' .1.0.1 kAwjw '", W 4'. sr .. sV 80083 ep- .11 0'0 N 4451 St, Woe
Blvd, 1W." 4? "OCT Fort P=erc(, FL, 34946
Op yfighl 0
2016 A I kokf imsts
X00'y 1. Imbp III, rJ. Repodeliop DI tho 00mmm'.0 ain fvm' is poh*W .,thzrt the ... nee, fom4sme bm A I kot Tmw WhORY 1, forehs 111, P'L ( I
Job Truss Truss Type c2ty Nry
WRCEB2ALM FG1 FLAT TRUSS 1
A0015088
Al Roof Trusses, Fort Pierce, FL 34946, design(a altruss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-ShlQsHRThnLpw7tstXGsUJNBIRZZq3
LOAD CASE(S)
Standard
Uniform Loads (pin
Vert: 1-28=- 190, 10-28=-50, 11-19=-20
Concentrated Loads (lb)
Vert: 1 =-329 2=- 119 7=-251 16=-266(6) 15=-266(8)
20=-1 18 21 =-183 22=-251 23=-251 24=-251 25=-251
26=-251 27=-251 29=-266(B) 30=-266(B) 31 =-266(6)
32=-266(B) 33=-266(B) 34=-266(B) 35=-266(B)
36=-266(6)
14) Dead: Lumber Increase=0,90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (pin
Vert: 1-28=- 170, 10-28=-20, 11-19=-20
Concentrated Loads (lb)
Vert: 1=-134 2=-64 7=-141 16=-138(B) 15=-138(B)
20=-51 21=-101 22=-141 23=-141 24=-141 25=-141
26=-141 27=-141 29=-138(B) 30=-138(B) 31=-138(B)
32=-138(B) 33=-138(B) 34=-138(B) 35=-138(B)
36=-138(B)
15) Dead + 0.75 Roof Live (bat.) + 0,75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Inn Left): Lumber
Increase= 1,60, Plate InGrease=1 .60
Uniform Loads (pin
Vert: 1-28=- 125, 10-28=-29, 11-19=-20
Herz: 1-19=31
Concentrated Loads (lb)
Vert: 1=51 2=25 7=119 16=135(B) 15=135(B) 20=38
21=95 22=119 23=119 24=119 25=119 26=119
27=119 29=135(6) 30=135(B) 31=135(6) 32=135(B)
33= 1 35(B) 34= 1 35(B) 35= 135(8) 36= 1 35(B)
16) Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-28=-125, 10-28=-29, 11-19=-20 Herz:
1-19=-8 Concentrated
Loads (lb) Vert:
1=51 2=25 7=119 16=135(6) 15=135(6)20=38 21=
95 22=119 23=119 24=119 25=119 26=119 27=
119 29=135(B) 30=135(B) 31=135(B) 32=135(B) 33=
1 35(B) 34 = I 35(E)35= 1 35(B) 36= 1 35(B) 17)
Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0,
75(0.6 MWFRS Wind (Neg. Inn I st Parallel): Lumber
Increase=1.60, Plate InGrease=1.60 Uniform
Loads (pin Vert:
1-28=-125, 10-28=-29, 11-19=-20 Herz:
1-19=24 Concentrated
Loads (lb) Vert:
1=51 2=25 7=119 16=135(B) 15=135(B) 20=38 21=
95 22=119 23=119 24=119 25=119 26=119 27=
119 29=135(B) 30=135(B) 31=135(B) 32=135(B) 33=
135(B) 34=135(B) 35=135(B) 36=135(B) 18)
Dead + 0.75 Roof Live (bat.) + 035 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Inn 2nd Parallel): Lumber
Increase= 1.60, Plate Increase= 1 M Uniform
Loads (pit) Vert:
1-28=- 125, 10-28=-29, 11-19=-20 Herz:
1-19=-5 Concentrated
Loads (lb) Vert:
1=51 2=25 7=119 16=135(B) 15=135(B) 20=38 21=
95 22=119 23=119 24=119 25=119 26=119 27=
119 29=135(B) 30=135(6) 31=135(B) 32=135(B) 33=
135(6) 34=135(6) 35=135(B) 36=135(B) e.,
4dof r. 0'r, a ft'.0, OPA't . It, IUD .1, WV M 1 4 on r —0.1 W' ,eoaeo '0001, Aof'kony I. 1,)mb,) U!, P.E. z
SM83 kloa
1114,tl 1. ('cwv At .41 W W, IDD W N .1 roq'v f0m k1hot (Vq,ow snagwa. . Vw' P0,0IN 1 I, "IIKA .' M—0* I —"A., IV I 00flot, $1 1, 1:', hu". I'- j" V, 1,,- .14- KW"'V 4451 St, Lucie Blvd, t sort Pierce, H, 34946 opytighl 0 ?016A
I koollmsts AnthoRylm4o 111,1, if ,loP.tprodpaw oflb dowtow, & ny lown #IoMiltol ith qt the .6fleppem" "whAd toofl,owi, z '"7
Fuss
FG2 I Flat Girder K
toof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc- Thu May 3 14:21:57 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2inQyhqgX-wtJo4dS5S5TgYHR3RFn5OXwParvjZQ6H6GG2qRzKcou
3-6-3 I
7-0-5 10-6-8
3-6-3 3-6-3 1-6-3 1
1/16 in
2x4 11 2x4 If
7-0-5
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.00 TC 0.53 Vert(I-L) 0.06 6-7 999 360
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 Hor7(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3 *Except*
WI: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-7 oc
purlins, 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 Uplift
8 298(LC 4)
5 = 148(LC 4)
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=-1866/286,1-9=-3632/242,
9-10=-3632/242, 2-10=-3632/242,
2-11 =-3632/242, 3-11 =-3632/242,
3-12=-3632/242, 4-12=-3632/242,
4-5=-1543196
BOT CHORD
6-7=-242/3632, 5-6=-581332
WEBS
1-7=-275/3551, 2-7=-983/0, 3-6=-1 067145,
4-6=-193/3457
NOTES-
1) 2-ply truss to be connected together with I Od
0. 13 11"x3l") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 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 (6) 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)
Vasc1=1 16mph TCDL=5.Opsf; BCDL=5.Opsf; h=15ft
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=11,60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
pending.
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 flt=lb) 8=298, 5=148,
8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss,
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 418
lb down and 277 lb up at 0-2-12, 142 lb down and 53
lb tip at 1-0-0, 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 lncrease=1.00
Uniform Loads (plf)
Vert: 1-4=-185, 5-8=-20
Concentrated Loads (lb)
Vert: 1 =-418 3=-288 9=-142 1 0=-137 11 =-210
127-288
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=11.00
Uniform Loads (plf)
10-6-8
PLATES GRIP
MT20 244/190
Weight: 92 lb FT = 10%
Standard
Vert: 14=-205, 5-8=-20
Concentrated Loads (lb)
Vert: 1 =-356 3=-251 9=-1 20 10=-119 11 =-183 12=-
251 14)
Dead: Lumber Increase=0.90, Plate Increase=0.90 PIt,
metal=0.90 Uniform
Loads (plf) Vert:
1-4=-185, 5-8=-20 Concentrated
Loads (lb) Vert:
1 =-168 3=-141 9=-52 10=-64 1 1=-101 12=-
141 15)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,
75(0.6 MWFRS Wind (Neg, Intl Left): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
14=-136, 5-8=2 Concentrated
Loads (lb) Vert:
1 =190 3=1 11 9=34 1 0=1 7 1 1 =86 12=1 11 16)
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=
11.60, Plate Increase---1,60 Uniform
Loads (plf) Vert:
1-4=-136, 5-8=2 Concentrated
Loads (lb) Vert:
1 =190 3=1 11 9=34 10=1 7 11 =86 12=1 11 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=11,60 Uniform
Loads (plf) Vert:
14 =- 136, 5-8=-20 Concentrated
Loads (lb) Vert:
1 =190 3=1 11 9=34 10=1 7 11 =86 12=1 11 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 Concentrated
Loads (lb) Vert:
1=190 3=1 11 9=34 10=17 11 =86 12=1 11 An'
hony 1, Tombo U!, R' E. 80083
4451
St. Lude Blvd, FA
P,erce, R 34946 Upmou'
lige of Ms ilocuptel m uy fow " poh'to'd Aw the -Pta pvmiwo hvM A I Rol l'"",
WRCEB2ALM ]FL01E
Al Roof Trusses, Fort Pierce, FL 34946,
0111j-8
Truss type- --- Qty ply '
A
1
0 - 01
1
50
1
90
Floor Supported G ab I e 1 1
Job Reference (optioqa i) —
Itruss ,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:58 2018 Page ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-04LAHyTjOPbX9QOF?yIKZkSh]FQX144QLw?cMuzKC 01ji-
8 U6
FP U3 34
33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6
FP 3X3 19-
34 19-
3-4 Plate,
Offsets (X,Yl-_- [ 1: Edge, 0-0- 121,135:0-1-8,0-0-121, [37:0-1-8,0-0-121 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 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0,01 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES II WEI 0.03 Horz(CT) 0.00 18 n/a n/a BCDL
5.0 Code FBC2017ITP12014 Matrix-S Weight 86 Ib FT = 110%F, 10%E 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 10-0-0 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 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 (h) 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 3-1 Od (0. 131 X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
1
14 .
AN, A")thot)y T. lo" bo 1174, P F. AM
h 4451
St. Lucte NA kw
Pw v, R 34946 P.
E.
Job Truss
WRCEB2ALM FL02
Al RooTrusses, Fort Pierce, FL 34946,
0-1-8
U8
FLOOR 18 1 1490 Re f.re'
i1trus-S.com Run_ -8.120s Nov12- 2017 Print: 8.120s Nov 1220171v
ID:ta7uotTo57oOtNCWmTn2mQyhqgX4
1-94 1 . 2-0-0
1.5x4 11
1.5X4 11 3x4 3x6 FP 3x4 1,5x4 11 U8
AOO 15091 I
8 2018 PaQe I
0 OTO
Dead Load Dell. = 3/16 in
1.5x4 (I
U6
0A20J63x6
3X8 1.5x4 11 3X3 = 3x 12 MT20HS FP-- 3x8 3x8 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 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 10-0-0 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, 3A=-3390/0, 4-5=-4262/0, 5-
6=-4262/0, 6-7=-4262/0, 7-8=-346510, 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 =-228410, 2-17=-2221/0, 9-12=0/1 516, 2-16=
0/1 527, 3-16=-285/34, 7-12=-789/0, 4-16=-
1 171/0, 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 (0131" 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 CSL
TC
0,
58 BC 0.
90 WB 0.
73 Matrix-S
19-10-
12 19-16-
i 2 DEFL. in (
loc) I/defl L/d Vert(LL)
0.40 12-14 584 360 Vert(CT)
0,56 12-14 419 240 Horz(CT)
0.08 11 n/a n/a PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 99
lb FT = 10%F, 10%E ij W..
4
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ort 'Xer(
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WRICE1312ALM FL03G
At Roof Trusses, Fort Pierce, F
I
L 34
0-1-8
Truss e
IQtY
Ply ---
Floor Girder 1 I 1 40015092jJobReference (optional)
ltruss.com - - - --------- ----- Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:21:59 2018 Page 1
ID:ta7uotTo57oOtNCWrnTn2mQyhqgX-tGRYVIUL—ii0nabRYgpZ5y?h9eZw,.....,,.".,CO.
1 1-11041 11 - 1-3-0 _ I
1.5x4 11 1.5x4 ll
I r—A -
19-8-01
Dead Load Defl. = 1/8 in
I
3x6 3x8 - 1.5x4 H 1,5x4 11 302 MT20HS FP 4x8 4x6
34 -
I
LOADING (psf) I SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1,00
BCLL 0,0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017rTP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T21 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 2400F 2.OE(flat) *Except*
132: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
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)
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,
5-6=-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=-1 258/0, 10-12=-2272/0,
10-1 3=0/1 931, 9-13=-262/0, 8-13=- 1219/0,
8-15=0/614, 7-15=-330/3, 6-15--343/546,
6-16=-272167
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.
CS1. DEFL. in (loc) I/defl L/d
TC 0,78 Vert(LL) 0.38 15-16 614 360
BC O.89 Vert(CT) 0.53 15-16 446 240
WB 0.92 Horz(CT) I 0.08 12 n/a n/a
Matrix-S
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 (plo
Vert: 12-19=- 10, 1 - 11 =- 100
Concentrated Loads (lb)
Vert: 10=-858(B)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight 101 lb FT = 10%F, 10%E
W"10 004 . k TR -
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Fo,t Pierce, R. 34946
Floor ------- - ---- -- - 1
1 1 -J- - " " " I - - - A00150931
1truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek InduJobReference
stries, Inc. Thu May 3 -14:21:59 2018 Page 1
10:ta7uotTo57oOtNCWmTn2mQyhqgX-tGRYVIUL_ijOnabRYgp25y?fjeYk1 N2aaa19uKzKCOs
I -- -
1 --94
1
1,5A 11 3x4 3x4
3 4 5
1-3-0 T—Q-4-01
Dead Load Defl. = 1/8 in
1 .5x4 11
3x6 FP- 3x6 3x3 II 6x6
6 7 8 9 10
3x6 3X8 3x8 M'T20HS FP := 1.5x4 11 3x6 4x8
1 .5x4 11
1-
18-10-12
I - 1 1111111 - 111 1
112 12
P l
Plate Offsets
14-10-12
I 'Eqget0-0- 121, t2:0-2-18'Edgej, [4:0-1--8, Edge], [5:0- 1 -8, Edgel, 116:6-1 -4, Edge], f1l 3:6-1 -121 Edgcij, I 17 : 6-3-,, ErIgel, [19 :0- 1 -8,0-0- 121
LOADING (psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 433 13-14 677 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0,4613-14 493 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 10 n/a n1a
BCDL 5.0 Code FBC2017fTP12014 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 No3(flat) LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOTCHORD
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=011914, 16-17=013944, 15-16=0/3944, 14-15=
0/3944, 13-14=0/3944, 12-13=
0/2637 WEBS 2-18=-2116/0, 2-
17=
011430, 3-17=-286/12, 4-17=-1033/0,10-12=
0/1448, 8-12=-1710/0, 8-13=
0/1127,7-13=-321/0, 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 3-1 Od (0. 13 11" X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained by other
means, 4) Gap between inside of top
chord bearing and first diagonal or vertical web shall not
exceed 0.500in. 5) CAUTION, Do not erect truss
backwards. MIT o,f, e,*,, v, ovio,,
r,, % w, ttt in.i 1h t,,r .-P Anthony 1, lomnbo ;U, ;) E, ad eu 01rs T e's
k astwutdm 0 .' )—N 0— 1 110*'TH yea 4'woq hq.' ."rc ,.Iw Ow 1K v't W*Wo k"'(—fi W In i 7h'1;'—dlkV 1 10083 14 kl+q 3111"W 4, .
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WRCEB2ALM
Al Roof - Trusses,
FL05G !Floor Girder
e,FL 34946,design@a1truss.com
I- --- -
1
11
5
Plate Offsets (X,Y)---, 111:ElIdge,070-121
3x4
LOADING (pso SPACING- 2-0-0
TCLL 40,0 Plate Grip DOL 1.00
TCDL 10,0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr NO
BCDL 5,0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 3-2-8 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 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=0/1 199 WEBS
2-
5=-141110, 2-4=-141 1/0 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 (01311" 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
lncrease=1.00 Uniform
Loads (plf) Vert:
4-5=-10, 1-3=-300(F=-200) Concentrated
Loads (lb) Vert:
2=-929 11
12 1140 s
Nov 12 2017 Print: 8.120 s Nov 12 ID:
ta7uotTo57oOtNCWmTn2m( 7
MiTek 4
A00
15094 1 14:
22:00 2018 Paqe 1 3x4
CSI.
DEFL. in loc) I/defl L/d PLATES GRIP TC
0.44 Vert(LL) 0,00 5 .... 360 MT20 244/190 BC
0,43 Vert(CT) 0.01 4-5 >999 240 WB
0.34 Horz(CT) 0,01 4 n1a n/a Matrix-
P Weight: 17 lb FT = 10%F, 10%E W-
4 l cx %4"g,'MI I sxek4'e—" WO —
ft, 0*1 'Wlk 'A !c tWv N C' '04 r—
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NRCEB2ALMFLO 6 - FLOOR - - TRUSS I
11 A0015095
Job
Reference (9p 1 At
Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 8_1120 s Nov 12 2017 Print: 8,120 s Nov 12-2017 MiTek Industries, Inc- Thu May 3 14:22:00 2018 Page 1 ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-LS—wieVzkOrFPkAe6NKoe9Xui2wHmpKipEUiRmzKCOr 0-
1-8 2-
6-0 12 HI - 2-0-0 U3 -
3x8
1,5x4 11 3x4 1,5x4 11 3x6 FP 1,5x4 it 2
3 4 5 6 7 8 3x6
302 MT20HS FP 3x3 1.5x4 11 3x6 4x8 3X8 =
1
19 11 1 1-4 1-111 d-3!A Plate -
Offsets (XYy- I
I 11 - I I I , t1:
Ed e,0-0-1 2], [2:0-3-12,Edgej,_[1 2:0-1-4,Edge] [1 5.0-1-8,Edgel, f1 9:0-3-12,Edge], I
I - 11 11 - 1 ---'- CS1.
21:
0-1-8,0-0-12] I
11 I 1 LO
A D IN G p sf ) BRACING- 2-0-0 DEFL. in I oc) I/de fl L/d P LATE S 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) 0A8 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 FBC2017rTP12014 I Matrix-S Weight: 101 lb FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) *Except' T1:
2x4 SP M 30(flat) SOT
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. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 12
1086/0-2-12 (min. 0-1-8) 20 =
108610-6-14 (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, 34=-3464/0,4-5=439510, 5-
6=-4395/0, 6-7=-393410, 7-8=-393410, 8-
9=-3934/0, 9-10=-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=-25510, 4-
19=-848/0, 4-17=-162/606, 5-
17=-305/43, 12-14=0/1543, 9-
14=-1833/0, 9-15=011232, 8-15=-290138, 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
Sf
tU7es;
aaesatl Alas aiA'hmei to §e rl0xkrofd. lsa ar Re ta:a ae ease rcer bg ae; 4stMuef l44+epesmsann .edlkNsf*ss4wl e.{4rc•egrexMes4Attra nek taNt&rayi sA.trlNaaMiUG sale. weer iRl'0a kvp m:ro OM. iref*}:aKmx:. ctnN+N'r Anhony T. Tonibo 11, tt,
Wei " It, "4-00 0 1* N. U C_'% 'R Tld 1;14 ii 1* t.Ut otNp, . N .1W 0 1. K "4 W * wo k"*eqA W M I a tk V llf .! I" .' 0 N *4*4 ww' .410. Me 0-4 'k* 4 z 80083 Tl *'
j.' 1', 4451 St, Woe Blvd. 0
1W10 sae told. III I tort Pierce, I'L 34946 opt
ijhl 0 7010 A I bol Imses -Aflshopy 1, lembo III P.E. Reprodwion of lh's iewmem"A aly fork i, plob'b"od wAw the rnifea powsidA hem A-1 Roof Times
WRCEB2ALM FL07G
A-,, Roo - f Trusses, Fort Pierre, FL 34
0-1-8
11 [ --2-6-0, I
Truss Type Q'YF"Y GABLE
1 1lJob Reference (optional) truss.
com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-pfYJv—VbVKz50ulqg5s1 I ,
2-5-4 11 -1--3-0i 1-370 , 1 1 1-2--8 0110 1-2-8 1 A0015096
1 114:
22:61 2618 Page 1 SIUV
0-
111-8 Dead
Load Defl. = 1/16 in 3x4
3x4 3x3 Us 30 3x6 FP 3X3 10-
6-12 Plate
Offsets ,(XY)-- [I:Edge,9-0-1?1,K:0-1-8,Edgqj,[25 LOADING (
pso I SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10D Lumber DOL 1.00 BCLL
OD Rep Stress Incr NO BCDL
5.0 Code FBC2017fTP12014 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 purfins,
except end vorticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
6-
0-0 oc bracing: 22-23,21-22. REACTIONS,
All bearings 9-5-12 except (it=length) 26=
0-6-14. lb) -
Max Grav All
reactions 250 In 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=0/1 115, 24-25=0/1 562, 23-
24=0/1 156 WEBS
2-
26=-1233/0, 6-23=-1860/0, 2-25=01494, 6-
24=01553, 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 3-1 Od (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). 11-
11-8 , 13-3-8 . 14-7-8 , 15-11-8 dgel, [
27:0-1-8,0-0-121, [29:0-1-8,0-0-1121 CS11,
DEFL. in (loc) I/defl L/d TC
0Y0 Vert(LL) 012 25-26 999 360 BC
0.70 Vert(CT) 0.21 25-26 583 240 WB
0.44 Horz(CT) 0.02 23 n/a n/a Matrix-
S LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
11.00, Plate lncrease=1.00 Uniform
Loads (plf) Vert:
15-26=-10, 1-14=-100 Concentrated
Loads (lb) Vert:
6=-842(F) 19-
11-8 PLATES
GRIP MT20
244/190 Weight:
98 lb FT = 1 O%F, I O%E Anthony
T. Tomo 111, P E, 0.'
W-We*W WV 80083 4451
St. Lucie 61A, fort
Pi(t E% ft 341}46
FL08 I Floor 11 i I A0015097
Fort Pierce, FL 34946, Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:01 2018 Page I
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-pfYJv—VbVKz50ulqg5slBN42ySHIVNCtluEGzCzKCGq
7§7P 0-8-0 01
Dead Load Defl. = 1/16 in
1,5x4 11 3x4 I 5xAl 11 3x3 11 5x6
1 2 3
IT I - ---- - --------
4 3x3 5 6
13
1,5x4
12
J,
U4
10
3x3 =
9 8
1 5x4 1( 3x6
7
8-10-0 9-2-0
8-10-04-0
Plato Offsets (X,Y --[1:Eldge,0-0--121,--[6:0-1-2,Edgp1, [12:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 Csl, DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 036 Vert(LL) 0,11 10-11 923 360 MT20 244/190
TCDL 10 be( DOL 1.00Lumber BC 0.73 Vert(CT) 0.18 10-11 584 240
BCLL NO Stress Incr YES WB 0.26 Horz(CT) 0.03 6 n/a n/a
BCDL &0 Code FBC2017/TP12014 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(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc,
purlins, except end verticals,
BOTCHORD
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=-42110
BOT CHORD
10-1 1=0/736, 9-10=0/789, 8-9=0/789
WEBS
2-11 =-813/0, 6-8=01553, 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 3-1 Od (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
W-4 pl— YaaryMt i", the % i OXF ru';s I'd, hr"W'.,N' W"'Mo N0 1—J[ 1" To *'
o "t W no t' K P 1", "'jt' st':'O' kw. -'w . Tog -rra,,1 01M VOIIA W *M 414'A k ' 1'.1, t,"J'f . 'k IM W, e4 1M I Whotiy 1, Tornho :11, P 1
4 ,, 0 1, 1 wic" 0 -4 1'. ft 0— t'ftvd 10 WIC" Dtq.' r N or" R" 1"V * 1k, *0 ko"j *' no M 1 1, 0 14V .0 P Nit ,, 0 N, V" 1.4,,'1 m"' Wto'. .4 0-1 'W' " Ir, t"P.,4- 0 - 80083
TrAk*'V 1 rap-Mr-40""v 44$1 St, Lucie Blvd,
rk"— W Fort Merce, FL 34946
1(
101Py1r—qh1*0 7016 4 160 Imits
WIRCE132ALM 11FLO GIG
Al Roof Trusses, Fort Pierce, FL 34
0-1-8
1.5x4 11
3x4
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0,0
BCDL 5,0
Floor Truss
truss,com
1 1 1
A0015098
1.
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:02 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-Hr6h7KWEGd5ye2KOEoNGiadDxseLEmOOGYzpVfzKCOp
2-5-4
10-9-0
e,0-0-1 21, [8:0-1-8,Edge], f9-.0-1 -8,Edge], [11:0-1 -8,0-0-1 ?J, [13:0-1-8,0-0-12]
73-11121 ..... . ...... 1 0 T 1 T 8
Dead Load Deft. ® 1/16 in
1'5x4 11
U6
13
SPACING- 2-0-0 CSI. DEFL, in loc) I/defl L/d PLATES GRIP
Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.19 7-8 666 360 MT20 244/190
Lumber DOL 1.00 BC 0.66 Vert(CT) 0.25 7-8 493 240
Rep Stress Incr NO WB 0,46 Horz(CT) 0.02 7 n/a n/a
Code FBC2017fTP12014 Matrix-S Weight: 53 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) *Except*
Wl: 2x4 SP No.2(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)
7 1294/0-3-8 (min. 0-1-8)
10 690/0-7-4 (min. 0-1-8)
Max Grav
7 1294(1-C 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=011476
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 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
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
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1,00, Plate Incroase=1.00
Uniform Loads (plf)
Vert: 7-10=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 5=-842(B)
W." N." UqN, '— W! r IM 041M %N R" RNEW "O(WIM I., V0, MW WN Lek., I I— I: f 1 10— %W W- ms 00- Ac" 094 '%' 10 amf
An hony r, lomfo :U, ,E
VowWotwff 1, r 80083
M P46.1 04, W4" (."M M.4 WA.' r0-0* j— rs— 4451 5k. Woe 6tvd,
Fort P-ee, h, 14946
Wh Ayl lomholllj.t. Replodydre. of fbo kumni"A fly Imm, t' PrWbrted e,Aw the ."Me fom whofflAlhoflw I Whoff"t l0koffl,pi,
job- Truss TrussType IWRCEB2ALM
I-FL10 ROOF TRUSS Ply
10
1 1 J_ _ _
I _ 14obRofierence (optional) truss.
corn Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-Hr6h7KWEGdSye2KOEoNGiad[1 0-
1-8 1.
5x4 11 1.
5x4 3x4 1,5x4 11 1.5x4 II 3x4 1
2 3 4 5 3x6
6
I -
3x4 -3X8
10-
7-8 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) Ildlefl L/d TCLL
40.0 Plate Grip DOL 1.00 TC OA2 Vert(LL) 0.19 7-8 669 240 TCDL
10.0 Lumber DOL 1.00 BC 039 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 FBC2017ITP12014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP No,2(at) 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 7-10-3 oc; bracing. REACTIONS. (
lb/size) 10
571/0-6-14 (min. 0-1-8) 7
571/0-6-14 (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=-1 188/1581, 3-4=-1188/1581, 4-5=-
1 18811581 BOT CHORD
9-10=-
1 146/944, 8-9=-1581/1188, 7-8=-1
185/977 WEBS 2-1
0=-
1044/1267, 2-9=-592/332, 5-7=- 1071/
1299, 5-8=-539/287 NOTES- 1) Wind:
ASCE
7-10; Vult= I 50mph (3-second gust) Vasd= 1 16mph;
TCDL=6.Opsf; BCDL=3.Opsf: h= 1 5ft; Cat. 11; Exp
C; Encl., 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 pending. 3) This truss
has been designed for a 10.O 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 1 PLATES
GRIP
MT20
244/190
Weight: 55 In
FT = 10%F, 10%E 0 Wily ft,.
p
fetwaas .4 -I'M— NIm, h'V' 3-4 JK" .9 N Ww' I 1'0>3i' P I ko—, %,e W" t'af. 14
In 1, -94 4, uop ["w t S-O 4#'; 3' "0., .' In 'F—t' —W-0 14 Vil"-0 4, 14 WlfAe! tk 01'4% 00,10" rk# In "I! On M I 4fwP—"- Wtiz"U"t WWII f Anthony 1, TDrnbo 11% 11, NwIWONIK :4 W"* 0 -0700"
t., IM ,ache!",' .404 k.41'4 z 140083 4451 R, Lucie Blvd. Foil:
P1ercp, VL 34q46 iiputhlO
2016A liodIt"its AAo.
yI,Imbolll'P.f'
XOO 15100 1
14:22:03 2018 Paae I
O-11-8
Dead Load Deft. ® 1/8 in
WRCEB2ALM _ IFL12
Al Roof Trusses, Fort Pierce, FL 349461
3X6
2
Truss Type Qty I-Pty
FLOOR 5
2 - truss,com Run: sNov 12W Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-1193KgXs1 xDpGCvCn 1-
6-01 if ?7 1_0 3x4
3x6 FP--- 3x4 3x6 - 3
4 5 A 7 A 3x4
3x6 - 3x8 MT20HS FP 3X3 = 30 3x6 - 3x6 LOADING(
psf) SPACING- 14-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
100 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCD
L 5.0 Code F BC 20171TPI2 0 14 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No,2(flat) WEBS
2x4 SP No.3(fial) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, BOT
CHORD Rigid
ceiling directly applied or 2-2-0 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
7571LC 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, 7-87-3244/0, 8-
9=-248710, 9-1 0=-248710 BOT
CHORD 17-
18=0/1437,16-17=0/3058, 15-
16=0/3058,14-15=0/3244, 13-
14=0/3068,12-13=0/1466 WEBS
2-
18=-1588/0, 2-17=0/1140, 4-17=-653/0, 4-
15=-69/490,10-12=-1609/0, 10-
1 3=0/1 130, 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, an edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0. 131 X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means, 5)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
CS1 '
I DEFL, in (loc) I/defi L/d TC
0.65 Vert(LL) 033 14-15 767 360 BC
0.93 Vert(CT) 0,45 14-15 558 240 WEI
0.54 Horz(CT) 0.08 12 n/a n/a Matrix-
S PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight
104lb FT=10%F,10%E n
U"M! Wk JLI S'-Jftk(r' aki fjtg4 Jjjc' , fjq J9 " Ij ; - Mow '00'"
AnIiany f, Toribo III"),E to Wlbqlhtt'Vt Ww 0 wt, vl .4 tk' W' .,1 wk-00 P.n0z $0083 , 4451 St.
Lude, Blvd, Aflih.ftylA.
MWIl PJ. bprotlovion of tho gotootent, to G#y tot., k ploh'Wed .4houl the .""eft itt'Mism hom A llot,flrm" Fort D et(e, FL 34946 I
RCEB2ALM_[FL1 3
i Roof Trusses, Fort Pierce F - L - 34946,- -
0-1-8
HI - --- - --- - ---- --- -
1.5x4 11
1.5x4 -- 3x8
1 2
Floor J5 -1, 1 1
AOO 15101 - ------ ---- --
11 11 _ 1 Job Reference j
ltruss.com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:04 2018 Pagel
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-DEERYOYUoFMgtMUPLDPko?iWLfGxibaJjsSwaXzKCOn
I. 11-6-0 11 1711-0 11-16-0
1.5x4 11 3x4
1.5x4 It 3x4 1.5x4 11 3x6 FP
3 4 5 6 7 8
3x6 --- 3x8: 3x12MT20HSFPI 3x4 3x4 3x8 -= 3X6
Plate Offsets (X,Y)- [1: Edge,0-0- 12], [2:0-3-4, Edgelt [10:0-3-4, Edgel, [ 13:0-1-12, Edge], [ 14:0-1-8, Edge], [15:0-1-8, Edge], 117:0-3-4
1 - -- -
Ed _[19:0-1-8,0-0-121
LOADING (-psf) SPACING- 2-0- 0 CS 1. DEFL. in (loc) I/clefl
ll
L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.43 14-15 575 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,00 BC 0.84 Vert(CT) 0.59 14-15 419 240 MT20HS 187/1 43
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 12 n/a n/a
BCDL 5D Code FBC2017fTP12014 Matnx-S Weight: 102lb 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) LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1130/Mechanical
18 1130/0-6-14 (min.0-1-8)
Max Grav
12 = 1130(LC 1)
18 1130(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3645/0, 3A=-3645/0,4-5=-4762/0,
5-6=-4762/0, 6-7=-4762/0, 7-8=-4762/0,
8-9=-3645/0, 9-1 0=-3645/0
BOT CHORD
17-18=0/2129, 16-17=0/4509,
15-16=0/4509,14-15=0/4762,
13-14=0/4509,12-13=0/2129
WEBS
2-18=-2354/0, 2-17=0/1 677, 3-17=-254/0,
4-17=-955/0,10-12=-2354/0,
10- 1 3=0/1 677, 9-13=-25410, 8-13=-955/0,
8-14=-115/688, 6-14=-311/12, 4-
15=-115/688, 5-15=-311/12 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 3-1 Od (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. 44-51
St. i,ulll MIA, Fwl -'wrw,
H 34940 Aptheytfoffibll.pfmy10,
poh,404Awlthe-"A mh'w' I'm A lbofl' Amboy I le.W III F1,flmr
AOO 15102
04 2018 Paae 1
0 111-8
Dead Load Defl. = 1/8 in
WRCEB2ALM .. ...... J_FL14
Al Roof Trusses, Fort Pierce, FL
0-1-8
3x10
2
Qty Ply
Floor Truss 6
ss,com Run: 8.12us Nov 12 2017 Print: 8.120s Nov 122017 MiTakindustnes
ID:ta7uotTo57oOtNCWmTn2m
1-6-0 2-1-0 1-6-0di I
3x4
3x4 3x6 FP
3 4 5 6 7 8 q
3X8
in
3x6 3X10 302 MT20HS FP 3x4 3x4 300 3x6
1.5x4 SP-
13-2-8 2t 1 01
7-10-8 1
Plate Offsets (X,Y)-- l: Edge,0-0- 121 t [2:0-3-8, Edge], [100-3-0, Ed 1-8,E
I
dpj, 9 L - 1 - 7:0- 3 - - 8,Edge], _[19:0-1-8,0-0-12' .[21:0-1-8,0-0- 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 0.66 Vert(LL) 0,42 14-15 598 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.57 14-15 435 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017fl-PI2014 Matrix-S Weight 104lb 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) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-11 oc
purtins, except end verticals.
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
12 1136/0-3-8 (min.0-1-8)
18 = 1142/0-7-4 (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=014605, 12-13=0/2199
WEBS
10- 1 2=-2415/0, 2-18=-2382/0,
10- 1 3=0/1 691, 2-17=011 709, 9-13=-254/0,
3-17=-25710, 7-13=-968/0, 4-17=-980/0,
4-15=-1 03/734, 5-15=-345/14,
6-14=-338/22, 7-14=-1 18/719
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.
WAM, 1 Z4 ou Iz'q r. of Im, tj"w . 1, To ak. ntW '4 d" pas mr- wfj 'w*w" Whony T. Tomb,) :11, ),1, WkWokAr
al I k*q"w "A z 80083 4451
SL Lucie Blvd. epfT[
r6t a 11p14 R-t Qep! Reuci-MntkunY 1. [umbe lll, F-f. Rapw6eaion of lhu Antumem, in aek term, it prohihhed eithaul the written permission Gaa Ad &oo( tresses- dethanq t, tempo tll, P,t. Foil,
Peace, IL 34946
Job
WRCEB2ALM
0h11-8
FL15E Floor Truss 1 1 149h Reterqnce(optional) A00151031
e, FL34946, des-ign@a 1 truss. cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu May 3 14:22:05 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-hQopiMY6ZYUXVV3bvwwzLDFua3pAREpSyWCT6_zKCOm
0-11-8
3x3 3x6 FP
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
3x3 == 3x6 FP 3X3
0
0
Plate Upsets (Y,.Y)— I zj
LOADING (psf) I SPACING- 2-0-0 CS1, DEFL. in (loc) Well L/d
TCLL 40.0 Plate Grip DOL 1.0 0 TC 0.08 Vert(LL) n/a - n1a 999
TCDL Mo Lumber DOL 9.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0,00 19 n/a n/a
BCDL 5.0 Code FBC2017rTP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP N0.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No,3(flat) 'Except*
WI: 2x4 SP No,2(flat)
OTHERS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-40 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. Ton. - 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 3-1 Od (0. 13 V
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
3x3
rn
yr
20 19
PLATES GRIP
MT20 2441190
Weight: 96 lb FT = 1 O%F, 1 O%E
0 1—ft 0010111i"Af.N Wllil 1#4 it IN W, M 1. 1 r—.0- 01q,*w— Anthony T. Tombo 1111, D.E.
P083
4-4.40—' 4451 St, Luue NA
twt R WM0
kth—1 ItA0104 m ap I— o PIA'batil tutl ltt —ilt. pmn'Qt 11- A 1100 111:.... hitoy 1, 14.1io ill P f,
WRCEB2ALM FL16G
Al kw trusses,- Fort Pierce - , FL 3494f
3-9
Xl;e ___
01
1 - IFLOOR GIRDER AOO 15104
I -_ - - --- -_ I- - 11 11 1 _1 19b,Refqrenoe (optlona!) 1truss,com Run: 8.i2o s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu May 3 14. 22:6526itt PagE
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-hQopiMY6ZYUXVV3bvwwzLDFin3dOR5USyWCT6_zKC(
2-5-8 j I P-7-0
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL Mo Lumber DOL 1,00
BCLL 0.0 Rep Stress Incr NO
BCDL 5,0 i
I Code FBC2017ITP12014
LUMBER -
TOP CHORD 20 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.0E(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-7-14 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
14 = 3650/0-6-14 (min, 0-1-8)
9 3373/0-6-14 (min. 0-1-8)
Max Grav
14 = 3650(LC 1)
9 3373(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
8-9=-269/0, 2-3=-6773/0, 3-4=-686810,
4-16=-7664/0, 5-16=-7664/0, 5-6=-6020/0,
6-7=-6006/0
BOT CHORD
13-14=0/4332, 12-13=0/7664,
11 - 1 2=V7664, 10-11 =0/7664, 9-1 0=0/3903
WEBS
2-14=-5515/0, 2-13=0/3336, 4-13=- 133810,
7-9=4969/0, 7-1 0=012852, 5-1 0=-2748/0,
5-11 =0/591, 4-12=-65410, 3-13=-813/0
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 3-1 Od (0. 13 1"
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) 1110
lb down at 1-2-4, 1110 lb down at 2-6-4, 889 lb down at
3-4-4, 1030 lb down at 4-6-4, and 1086 lb down at
6-6-4, and 1110 lb down at 8-64 on top chord. The
design/selection of such connection device(s) is the
responsibility of others.
6-10-8
CS1. DEFL. in floc) I/defl L/d
TIC 0.83 Vert(LL) 0.10 12 999 360
BC 0.79 Vert(CT) 0. 14 12 818 240
WI3 0.63 Horz(CT) 0,03 9 n/a n/a
Matrix-S
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 M
Uniform Loads (plf)
Vert: 9-14=-10, 1-8=-100
Concentrated Loads fib)
Vert: 4=-842(B) 6=-1030(F) 3=-1030(F) 15=-1030(F)
16=-1030(F) 17=-1031(F)
9-
602
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 95 lb FT = I O%F, 1 O%E
cllIr', QVW WOO 6 ocmm.,3e.46., 1 J"i' q2I f Ift" vs.10 xry Andmny T.
loinbo P1. 80083 4451
St.
Dude Blvd, E Ambety1, Tombo III, P'E ktpmioqr'Op of lhf' documenup 44Y lerm"S P'qh'Iq'td e'thw the -V" pmmio I'm k I hof III, Awhn'l' 1440HIJ1 Fat Pere,
FL 33446
1WRCEEj2ALM I HJ5L
Fort Pierce, FL 34946,
1-5-0
Diagonal Hip Girder
1truss.com Run
3x4 _-
4-5-9
LOADING (pso SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88
TCDL 1OD Lumber DOL 1.25 BC 0.69
BCLL 0.0 Rep Stress Incr NO WB 0.00
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins.
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)
3 194/Mechanical
4 112/Mechanical
2 456/0-4-4 (min. 0-1-8)
Max Horz
2 75(LC 4)
Max Uplift
3 1 19(LC 4)
4 88(LC 5)
2 = 317(LC 4)
Max Grav
3 194(LC 1
4 137(LC 3)
2 456(LC I )
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., 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 2-0-0 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 119 lb uplift at
joint 3, 88 lb uplift at joint 4 and 317 lb uplift at joint 2.
A0015105
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:06 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-9cMCziZkKscO7fenTeRCuQnsmT?hAhYcBAxleQzKCOI
DEFL. in (loc) I/deff L/d PLATES GRIP
Vert(LL) 0.29 4-9 >312 240 MT20 244/190
Vert(CT) -0.31 4-9 >297 240
Horz(CT) 0.01 3 n1a n/a
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 (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1,25
Uniform Loads (plo
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 10=-8(F=-4, B=-4) 11 =-21(F=-1 1, B=-1 1)
12=-36(F=-18, B=-18)
Weight: 25 lb FT = 10%
3116 in
Wenry N." U.0'-- N % i IXF 1141'5ir} vit"u, 19W a CIO 10) 1 V A ,t.W WUNWIT, I- Wof k'P F—"' .4 ,A W, . W W 1h k9kf I I i,' t C Id.- 1'trW, " 14' , 0W.", '104 retie IN y 04
1,91? otomm,,OklhAntlhJmy T. lombo 111, ;),L A+redriaiNiti,
0. "'WsOo #td' 3.. V";WWONK z 80083 4451 St.
Lude Blvd. Fort ieice,
FL 34946 2016A I
kooll'"m Ruflwn Whoftyl, 1-MbIN, i"L
Job Truss
WRCEB2ALM HJ7
Al Roof Trusses, Fort Pierce, - FL 34 - 946
Jack -Partial Truss
baltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 114:22:C
ID:ta7uotTo57oOtNCWinTn2mQyhqgX-epwaAlaM5AkFkpC_IOLzRQeK5EtNYv41
4-9-13 _8_ 10
4-10-13
A00 15106
300 11 1,5x4 11
3x4 -
4-9-13 9-8-10 0
4-9-13 4-10-13 0-9-6
Plate Off&ets_(XY)-- [2:-0-2-1210-0-1]
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Lld PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.11 7-8 999 240
BCLL 0,0 Rep Stress Incr NO W8 0,31 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0,02 7-8 999 240 Weight 48 In FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x8 SP No.2 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing
REACTIONS. (lb/size)
5 158/Mer-hanical
2 459/0-3-8 (min. 0-1-8)
6 310/Mechanical
Max Horz
2 203(LC 4)
Max Uplift
5 79(LC 4)
2 285(LC 4)
6 105(LC 8)
Max Grav
5 158(LC 1
2 459(LC 1
6 31 O(LC 1
FORCES. (lb)
Max, Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOR CHORD
3-13=-560/155, 4-13=-494/157
BOT CHORD
2-15=-273/490, 15-16=-273/490,
8-16=-273/490, 8-17=-2731490,
7-17=-273/490
WEBS
4-7=-5531308
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; 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
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 79 lb uplift at
joint 5, 285 lb uplift at joint 2 and 105 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 108 lb up at 1-3-7, 86 lb down and 108 lb
up at 1-3-7, 41 lb down and 63 lb up at 4-1-7, 41 lb
down and 63 lb up at 4-1-7, and 55 lb down and 45 lb
up at 6-11-6, and 55 lb down and 45 lb up at 6-11-6
on top chord, and 13 lb down and 20 lb up at 1-3-7,
13 lb down and 20 lb up at 1-3-7, 17 lb down and 15
lb up at 4-1-7, 17 lb down and 15 lb up at 4-1-7, and
35 lb down at 6-11-6, and 35 lb down at 6-11-6 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 (6).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1 .25
Uniform Loads (pro
Vert: 1-5=-60,6-9=-20
Concentrated Loads (lb)
Vert: 3=72(F=36, B=36) 14=-81(F=-40, 6=40)
16=-2(F=-1, B=-1) 17=-50(F=-25, B=-25)
rileks 4 GAMIN WIAPir; A 01C0101" I., frof hup 0-0", W,,40,t . N, N, h"r, l,.qJK,', . 4 too., I i,.*, t , f I to.". 5t.! uaene. Jot, OW"', mt.dt, lop mth_,*
I'- $V 1, uA W " 044-04 ol . W lob "P-t'ww, 9 M W WV Im,Q,PmfMM1001NeeMatrf.i zd
F 1.14"t " 10 0 fW)- of Q-', I t1'104 ?A . to Wilei, It1q., . N 'wo 0 1. to 'A' &Z W A, 1.0 k"03*, W le 1 1, 40 a 10 A W "! tot ON!.- M,04"q"ev 41hmy
I , I orib, 111, E, A
el 11, W . 10 100 '41. I'",-W sethAet P11404 I4.4WA.(, 'd. z
8 4451
5t.0083
Lue.
Blvd, Fart
P Pce, FL 34946 lembo
III, P.E. ItIP106"Im 0414" ilmertm, is afty to,., is to*bded withaut the e,viten fomwm *p I'AA goof I""m Witm I, Tombo 111, F.E.
IWIRCEB2ALM JHJ7A I jack -partial Truss AOO 15107
Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:08 2018 Page I
IDta7uotTo57oOtNCWmTn2mQyhqgX-6?TyNNb_sTs6MznAa3UgzrtGzHjqeX3veUQ8jlzKCOi 4-
7-15 9-6-13 9- -3 4-
7-15 4-10-14 01-6 U10
It 1.5x4 11 3x4 - 4-
7-15 9-6-13 1
PlateOffsetsfl:
0-2-8 0-0-31 SPACING- LOADING
2-0-0 CS1. DEFL, in (loc) I/defl Lld vs') TOLL
20,0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) 0.04 6-7 999 360 TCDL 10.
0 Lumber DOL 1,25 BC 0.52 Vert(CT) 0.10 6-7 999 240 BCLL 0.
0 Rep Stress Incr NO I WB 0,32 Horz(CT) 0.02 4 n1a n/a BCDL 10,
0 Code FBC20171TPI2014 Matrix -MS Wod(LL) 0.02 6-7 999 240 LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No,2 WEBS 2x4
SP No.3 SLIDER Left
2x8
SP No-2 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD
Rigid ceiling
directly applied or 10-0-0 oc; bracing. MiTek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accordance, with -
Stabilizer Installation guide. REACTIONS. (lb/
size) 1 = 395/
0-1-12 (min. 0-1-8) 4 158/
Mechanical 5 319/
Mechanical Max Herz
1 163(
LC 4) Max Uplift
1 152(
LC 4) 4 = 83(
LC 4) 5 = 95(
LC 4) Max Grav
I = 395(
LC 1) 4 158(
LC 1) 5 319(
C 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-12=-
580/130, 3-12=-516/135 BOT CHORD
1-14=-
250/512, 14-15=-250/512, 7-15=-
250/512, 7-16=-250/512, 6-16=-
250/512 WEBS 3-
6=-
578/282 NOTES- 1)
Wind:
ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd=l
16mph; 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 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 152 lb uplift at joint 1,
83 lb uplift at joint 4 and 95 lb uplift at joint 5. 7) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 73 lb down
and 21 lb up at 1-1-11, 79 lb down and 100 lb up at
1-1-11, 29 Ito down and 31 lb kip at 3-11-10, 41 lb down
and 63 lb up at 3-11 - 10, and 55 lb down and 60 lb
up at 6-9-9, and 55 lb down and 45 lb up at 6-9-
9 on top chord, and 15 lb down and 18 lb up at 1-1-
11, 13 In down and 20 lb up at 1-1-11, 11 In down and 1
lb up at 3-11-10, 17 Ito down and 15 lb up at 3-11 -
10, and 33 lb down at 6-9-9, and 35 lb down at 6-9-
9 on bottom chord. The design/selection of such connection device(
s) is the responsibility of others. 8) In
the LOAD CASE($) section, loads applied to the face of
the truss are noted as front (F) or back (B), LOAD CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=
1+25 Uniform Loads (
plo Vert: 1-
4=-60, 5-8=-20 Concentrated Loads (
lb) Vert: 2=
33(B) 13=-84(F=-43, 13=40) 14=-0(F) 15=-6(
F=-5, B=-1) 16=-53(F=-28, B=-25) PLATES GRIP
MT20 244/
190 Weight: 45
In FT = 10% I UM
0AI, 1101 A 04"',0) (151"A 'R11 % 9 n'VJ5W% , 't., ld..Otw4o-,, .,i Mill —le,
10, 0 , -il fit Me M 4 0"1" ele- , I S'c"It, to.,; 1, to., ., tWip-1, 1, 9 M Fo.." M iinry rk q, f it to oto, Ite, wr oo IiI 1 *4 ovp —o- Miel ,Woi- 0014 Anthony T. lombo P.E.H, P 0 oe,
0— '.0*rK all" 010ONK dtaVWxallot 0 W ar. s..1.6l If4mit, manueWoe"! M It 14 -lit-41ft 0 80083 N X
1R,100 114 11, rw- 1,0 Poll', It fl, kale{ t.V W 41 '18111,111, tm of it(A ite rdit"'o e. 11— "4., W I ill ,iw"VW 0 It, P -s 4451 Szt+ Woe Blvd, Um" to'
elit 1, s .Ww tol"t— It wimn it owl. ..... I lz Foil, P:
etce, FL 34946 Anihoil lombo
III. PJ, hpoilliciollil M, dmotili'm any loin, l, ptoll,litud .64vt the -tito lifiet,woll lim A I Real lrossat-Aothonr 1. iomba Ill, P.E.
uau I 'uss Truss Type Qfi Ply-
WRCEB:2ALM J5L Jack -Open 9 1 A0015108
Fort Pierce, FL 34946,design@a 1 truss I-C o-m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:09
ID:ta7(iotTo57oOtNCWmTn2mQyhqgX-aBlKbibddn_z 7MM8m?vV3PS8g2cN2H1-0-0 r 9 A —
3x4 -
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0,55 Vert(LL) 0,16 4-7 414 240TCDL100LumberDOL1.25 BC O.55 Vert(CT) -0.09 4-7 727 240BCLL00RepStressIncrYESWEI0.00 Horz(CT) -0.00 2 n/a n/aBCDL10.0 Code FBC20171TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No-2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers andnd
I
required-
I
cross bracing be installed during truss erection, in
accordance with, Stabilizer Installation guide.
REACTIONS. (lb/size)
3 139/Mechanical
4 73/Mechanical
2 283/0-3-0 (min. 0-1-8)
Max Herz
2 = 75(LC 8)
Max Uplift
3 = 87(LC 8)
4 60(LC 8)
2 196(LC 8)
Max Grav
3 = 139(LC 1
4 98(LC 3)
2 283(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=O, 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 87 lb uplift at
joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 10%
zt St
t4,14'. 4, IN,ItW, M, Tki 1, 0'p ln-r- "N.Ww f0.mw, An't*ny 1, Tomt)o it, P,[, 4Thrw
0 14 10 WIN 4w,. 0 , 4,11, 0,10.1 wiq A-q,, k—I'NA! 0, 1 d tP
mS k — w., r. lot, W. pmo, .4 r,40- 0 41 Wh9t."'. NO,
4451
St. Lucie Blvd, OPY1#
1 0 M6 A I kod bmts Aft1huy 1, Imb 111, R.E.ktivoowios of lh, iNuflunt"n afty INN, i, pmh,Wed .4cul III wme. pem4,op jtiomAN,m I KfI," ANt,00 ON ro,t
P erce, FL 34946 41 ILIb.11,pj,
B2ALM IJ7 Jack -Open Truss 14
AOO 15109
ID:ta7uotTo57oOtNCWmTn2mQyhqc
I - 1-0-12 _i - --- ---- "1---" 16-1141
1-0-12 6-114
5
5x12 H
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 1,00 Vort(LL) 0.09 4-5 862 360
TCDL 10.0 Lumber DOL 1,25 BC 0*55 Vert(CT) 0*22 4-5 374 240
BCLL 0,0 Rep Stress Incr YES WEI 0-00 Horz(CT) 0.09 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.13 4-5 641 240
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, except end
verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiUk recommends - that -Stabilizers and required
i cross bracing be installed during truss erection, in
accordance withStabilizerInstallation guide. REACTIONS.
lb/size) 5 =
348/0-2-12 (min, 0-1-8) 3
182/Mechanical 4 =
80/Mechanical Max
Horz 3 =
176(LC 12) Max
Uplift 5 =
180(LC 12) 3
57(LC 12) Max
Grav 5 =
348(LC 1) 3 =
182(LC 1) 4
128(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
5=-327/590, 2-3=-1 80/343 NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5,Opsf: h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Extenor(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) 5. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 180 lb uplift at joint
5 and 57 lb uplift at joint 3. LOAD
CASE(S) Standard
Dead
Load Deft. = 1/8 in PLATES
GRIP MT20
244/190 Weight:
25 lb FT = 10% 41
r-
4 Anthony
T. Tombo II;, P. E. 1"
e w 80083 4451
Y, Lucie Blvd. Fort
D rce, FL 3046
job "us$ I russ I ype Q'y Ply
WRCEB2ALM JJ7A Jack -Open Truss 7 1
I Reference (optional)
design
I - , "I 40I fe- At
Roof trusses, Fort Pierce, FL 34946, design@a 1 truss. com Run: 81120 s-Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, - Inc. - Thu ID:
ta7uotTo57oOtNCWmTn2mQyhqgX-Wa95OPdt9OEhDQWIFBi 1
0-0 6-
10-0 5x6
5x
10 MT20HS Plate
Offsets (X,Y)-- [4:0-6-80-0-01 6-
10-0 6-
10-0 A0015110
Dead
Load Defl. = 1/8 in LOADING (
pso SPACING- 2-0-0 I CS1, DEFL. in loc) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 25TIC 1,00 Vert(LL) 409 3-4 900 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0,62 Vert(CT) 421 3A 384 240 MT20HS 1871143 BCLL
OLO Rep Stress Incr YES W6 0,00 Horz(CT) 0.11 3 n/a n1a BIC
DL 10.0 Code FBC2017ITPI 2 01 4 Matrix -MR Wind(L L) 0.14 34 569 240 Weight: 23 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, except end verticals.
BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. MITek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS. (
lb/size) 2
183/Mechanical 3 =
82fMechanical 4
265/0-1-8 (min,0-1-8) Max
Herz 2
150(LC 12) Max
Uplift 2 =
71(LC 12) 4
128(LC 12) Max
Grav 2
183(C 1) 3
127(LC 3) 4 =
265(LC 1) FORCES, (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown, TOP
CHORD 14=-
260/453, 1-2=-164/282 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat,
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
All plates are MT20 plates unless otherwise indicated, 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 4)
1 This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 5)
Refer to girder(s) for truss to truss connections. 6)
Bearing at joint(s) 4 considers parallel to grain value using
ANSI/TP1 1 angle to grain formula. Building designer
should verify capacity of bearing surface. 7)
Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 4. 8)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 71 lb uplift at joint
2 and 128 lb uplift at joint 4. LOAD
CASE(S) Standard
U-
1 Ac", QW,11, IEEE KS Q$11* 101r; I., N
Ubt, -04 4;' 1— limp it t scram hfe.', V-# p±M "p-1, . ."ot- ote, f'+"(.d qxe w "'ItoAdd, N W e, ' 111 .0, 40014 . 111140 *4n Ma b, 4"V W'q "Wwl*ln Anrbony I. romho A!, P E II,' WIt"IasIxoo, 0 N N.I it, t. W*q 0'q.- 14 ;Weg 0 tw It( I"t " 1. wo tm4.; A'at, tx i. It "P d'*!fe WM.lutt otk'T t. MeS k'A'q aMV. * 4-1 mf k If. lot, .
11. P"II-1 rtli.11 a It, 4.164 t1".10 11'43(h It, I 0'4.s ltx 0111 115 (411P., I'll )I11r, ftp.l * N.11 4451 S'(, Wde Blvd. fort Derce, FL
34946 p"ahl (0
2016 A I Id lmm Whoey 1, Twill III P1, ktpolloow of 1W immot, —ey tom, " poh,blied otith"I the litteg pmwoo hom A I Roof lrt'se4Whofty 1 loolbo 111, PA, Zt
Job Truss Truss Type
WRCEB2ALM VT Jack-Open
A0015111
truss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:12 2018 Page 1
ID: ta7uotTo57oOtNCWmTn2mQyhqgX-_miTDIeVwiMYra5xpuYc7hlvuu32aPI UZ6OLs4zKCOf
1-0-1'2 2-11-4 6-11-4
1-0-12 ' 2-114 4-0--6--
3x6 II 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 038 Vert(LL) 0,12 7 660 360
TCDL 10.0 Lumber DOL 1,25 BC 0.63 Vert(CT) 0.29 7 275 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0,26 7 308 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2 *Except*
133: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers-
11
and requiredI
I I I I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
9 = 384/0-2-12 (min. 0-1-8)
4 174/Mechanical
5 100/Mechanical
Max Horz
4 176(LC 12)
Max Uplift
9 163(LC 12)
4 = 38(LC 12)
5 1(LC 12)
Max Grav
9 384(LC 1)
4 174(LC 1)
5 = 138(LC 3)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-9=-375/459, 2-3=-305/398,
3-4=-171/360
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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) 9.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 163 lb uplift at
joint 9, 38 lb uplift at joint 4 and 1 lb uplift at joint 5.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/16 in
PLATES GRIP
MT20 2441190
Weight: 29 lb FT - 10%
I w 4"J"Wq' tr's, krmo . 11 lot wo '40N 1. lomt), ill, Df,
1'qV 0 tor 700 .4 + IM ,, 0 N' 1 J" Wrq o. etmook-W : It 1. Z 80083 k
k*'; h,4W, . (ow., 41 — w IN W 1. Viol- .4 yofmN44$1 St. tune Blvd, Fort Pierce,
FL 34946 opy"ght
Cr 2016 A I toot Ims" Afllhoy 1. Tomaw bo III, PA, hp,04"of lh i0tooltAl 'R OOT [ow i, look,h4trl wtheo the ntte. Folwlvoll 114M A I Roof T'me' Aerhoo, I tomb. III, N. Zt
Joe "U55 5 Itu5 1 We "y
F" WRCEB21ALM
I
LOIG HIP
A00151 12
P GIRDER 1 1.
Al Roof Trusses,
1 I
U6
ltrusscorn Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek
5-2-13
11 26 27 . . 28 29 30 " 31 32
1,5x4 I
5x10 MT20HS
4x4 --- 1.5x4 11
Inc. Thu May 3 14:22:14 2018 Page 1
IuFKxJb4C67Jdhgc2Aun1QtSwyzKC0d
27-0-0 28-0-0
Dead Load Defl. m 112 in
U6
0,3r8 5-6-0 10-10-9 16-1-7 21-6-0 26-8-8 27-9-00'38 5-2-8 5-4-9 5-2-13 5-4-9 5-2-8 0!3-8
Plate Offsets (X,Y)--
I 11 - I
2:0-3-01Edgej, [3:0-5-8,0-12-121, [6:0-5-8,0-21-12J, [111:04-4,0-3-01
I I I - - 1
LO AD 1 NG (psf ) S P AC I NG- 2-0-0 CS1. I DEFL. in (lo-c) I/defl-- L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0,88 10-11 369 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 B(0 Vert(CT) 0.93 10-11 348 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 021 Horz(CT) 0.13 7 n/a n1a
BCDL 10.0 Code FBC2017fT P12014 Matrix -MS Weight: 227 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No-2 *Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SIP No.2 *Except'
62: 2x4 SP M 30
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-4 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 5-10-4 oc bracing,
REACTIONS. lb/size)
2 1927/0-3-0 (min. 0-1-8)
7 192710-3-0 (min, 0-1-8)
Max Herz
2 28(LC 5)
Max Uplift
2 = 1339(LC 4)
7 = 1339(LC 5)
Max Grav
2 = 1927(LC 1)
7 1927(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6687/4617, 3-19=-9541/6614,
19-20=-9541/6614, 4-20=-9541/6614,
4-21 =-949616586, 21-22=-9496/6586,
22-23=-9496/6586, 5-23=-9496/6586,
5-24=-9471/6567, 24-25=-947116568,
6-25=-947116568, 6-7=-6698/4619
BOTCHORD
2-12=-4450/6463, 12-26=-4476/6494,
26-27=-4476/6494, 11-27=-4476/6494,
11-28=-6509/9471, 28-29=-6509/9471,
29-30=-6509/9471, 10-30=-650919471,
10-31 =-4450/6498, 31-32=-445016498,
9-32=-4450/6498, 7-9=-4424/6466
WEBS
3-12=-253/405, 3-11 =-2200/3242,
4-11 =-550/332, 5-1 0=-5641339,
6-1 0=-2153/3169, 6-9=-254/404
NOTES-
1) 2-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - I 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 0-3-0 oc,
Except member 11 -3 2x4 - I row at 0-9-0 oc, member
4-11 2x4 - 1 row at 0-9-0 oc, member 11 -5 2x4 - 1 row
at 0-9-0 oc, member 5-10 2x4 - 1 row at 0-9-0 oc,
member 10-6 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 bark (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= 1 50mph (3-second gust)
Vasd= I 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=11.60 plate grip DOL=1 M
5) Provide adequate drainage to prevent water
pending,
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 1339 lb uplift
at joint 2 and 1339 lb uplift at joint 7.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 235
lb down and 235 lb up at 5-6-0, 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 981b up at 11-6-12,79 lb down and 98 lb
up at 13-6-0,791bdown and 981bupat 15-5-4,791b down
and 98 lb up at 17-5-4, and 79 lb down and 98 lb
up at 19-5-4, and 235 lb down and 235 lb up at 21-
6-0 on top chord, and 138 lb down and 201 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 Ila down and 82 Ila 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
17-54, and 58 lb down and 82 lb up at 19-5A, and 138
lb down and 201 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 (plo Vert:
1-3=-60, 3-6=-60, 6-8=-60, 13-16=-20 Concentrated
Loads (lb) Vert,
3=-188(6) 6=-188(B) 12=-138(B) 9=-138(B) 19=-
79(B) 20=-79(B) 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(6) 30=-53(B) 31 =-
53(B) 32=-53(B) W.,
q h-t."Oh -.Wk I RX RNS,-Ulr, ON, UW A 41( "P puxsxae, vtr" n .1* 1 - h,jar q 10"W r. 16., 1 1,0, ,, P(14-01,wwtt ddass qw- IDD P.11
11,0.W IN M 1 Ardimy I. IomlD It', :),E. wq, 80083
4451 $t,
Lucie Blvd, Fart P
eice, FL 34Q46 E Z
Job Truss Truss Type Qty Ply
WRCEB2ALM
A0015113
L02 Hip 1 1
Job
Al Roof trusses, Fort Pierce, FL 34946,
1
design@a 1 truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu May 3 14:22:15 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-PLObmgNCdk6i2qWU16JIKfQD53GnZAwF3d?SOzKCOe
1-0-q 7-6-0 13-6-0
1-1-0-0, 7-6-0 6-0-0 6-0-0 7-6-0 1-0-0
5x 10 MI 20HS
100 112 3x8
4
500 MT20HS
Dead Load Deft. = 5/16 in
3X8
3x4 5x6 3x4 3X8
19-6-0
6-0-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Ildefi Ld PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 037 Vert(LL) 0,65 8-9 15 1 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.56 9 578 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0. 13 6 n/a n1a
BCDL 10.0 i Code FBC2017ITP12014 Matrix -MS Weight: 119 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3A-1 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 2-11-14 oc bracing.
MlTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewithStabilizer Installation guide REACTIONS. (
lb/size) 2 =
1128/0-3-8 (min. 0-1-8) 6 =
115310-3-0 (min. 0-1-8) Max
Horz 2 =
34(LC 9) Max
Uplift 2
750(LC 8) 6 =
766(LC 9) Max
Grav 2 =
1128(LC 1) 6 =
1153(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3287/4603, 3-4=-3127/4462, 4-
5=-3005/4297, 5-6=-3177/4441 BOT
CHORD 2-
1 0=-4371/3157, 9-1 0=-5338/3893, 8-
9=-5338/3893, 6-8=-4212/3035 WEBS
3-
10=-748/463, 4-10=-101811069, 4-
9=-296/221, 4-8=- 1119/1248, 5-
8=-748/462 NOTES-
1)
Unbalanced roof live loads have been considered for this
design, 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat-
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Extenor(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 M 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. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 750 lb uplift at joint
2 and 766 lb uplift at joint 6. LOAD
CASE(S) Standard
41
V-
4" m
Ww" ir' mi i 's" -R I— N4v— I ' '' red..f too o-o- 04, pute"'.0 "j-"" IU h,r"qtk".V' [.t' 'k, ln .1, '4e lk I mw wwr Anthony T. ill, Pf 1.47 it11,
0 1— ",g Wit"; %'r . N ' r 0 1,s Ir, "k, 4" W W him k 01 TK I -h a 14 In M .. h64 '. 0 4, 'AA'A kart 'j 11 4, W 4-7 M 4451 S t,
Lucie Blvd. VW— td,W
1, .,Mq hall f.," —l"l Is, t Fost Pierce, Fl- 34q46 Whopyl lisbisill'I'
T hismoulin 0 fils" homi'm qg' I—, is isi*hod Wstlsc,sl the volleW pemssw I'm A I Root lfsssts
J00 I WSS ty
ICEE12ALM L03I Hip A00 1 .5114
Al Roofr Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8:120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu May
I
y 3 14
1 :
2
1
2
1 :
162018 P
I
age
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-tXy_36hOzwszJCOi2kdYIXCr,4VQwWB14UIMZ?rzKC
1 5-7-7 17-6-0 21-4-9 27,0-9 -0-011-0-0 5-7-7 3-10-9 8-0-6 3-10-9 5-7-7 1-0-01
3.001-12-
3x10
LOADING (psf) SPACING- 2-0-0
TCLL 20.O Plate Grip DOL 1.25
TCDL 10.0 1 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x4 SIP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-8 ric
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-9-9 oc bracing.
WEBS
1 Row at midpt 5-11
MiTek recommends that Stabilizer
I
s and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 1128/0-3-0 (min. 0-1-8)
7 = 1153/0-3-0 (min. 0-1-8)
Max Herz
2 42(LC 12)
Max Uplift
2 742(LC 8)
7 757(LC 9)
Max Grav
2 = 1128(LC 1)
7 1153(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3407/4734, 3-4=-293414202,
4-5=-2800/4064, 5-6=-2866/4118,
6-7=-3249/4509
BOT CHORD
2-11 =-4527/3290, 10-11 =-3813/2745,
9-1 0=-3813/2745, 7-9=-4303/3118
WEBS
3-11 =-504/645, 4-11 =-6901428,
5-11=-I 891282, 5-9=-626/394, 6-
9=-390/477 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 5x6
li lu
Us
4x6
CS1.
TC
0.76 BC
0,64 WB
019 Matrix -
MS 500
MT20HS 3x4
DEFL.
in (loc) I/defl L/d Vert(
LL) O.56 11-14 >576 240 Vert(
CT) -0.45 9-11 >717 240 Horz(
CT) -0,12 7 n/a n/a 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=1 5ft; Cat.
It; 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 pending.
4)
All plates are MT20 plates unless otherwise indicated.
5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 742 Ile uplift at joint
2 and 757 lb uplift at joint 7. LOAD
CASE(S) Standard
Dead
Load Deft. - 1/4 in U8
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
122 lb FT = 10% 4
1 W..
q Anthony
T. Tombo TIT, P,E, 1"fe r
140083 4451
St. Wac Blvd, tort [
T 0"'.
1inc) 7014A I livolhossti Anthony I. lotobollLPT RCIO.docion of It,, komtol,00 OAT form, is proh,lined w4401 the wmen permissionliomA I kooll,vsse, :o,ce,
R 34946
Job Truss Truss Type I
A0015115
WRCEB2 VO4 Valley 1 1
Job Reference
ALM IT I "' -1_(
optional)
Al Roof Trusses, Fort Pierce, FL 34946- design@altruss.com Run: 8.126 s Nov 12 20117 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:16 2018 Page 1
ID: ta7uotTo57oOtNCWmTn2mQyhqgX-tXy_36hOzwszJCOi2kdYIXCmzVYSWD04ulm/-erzK(-ut)
m-0 -4-0-0
2-0-6 2-0-0
6,0010 2 U4
3
lit
2x4 2x4
0- 4-0-0
o
Plate -Offsets '(X,Y)--L2,0-2-0,Edg-e]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 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 FBC20171TPI20114 Matrix-P Weight, 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc,
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
MITek-recommends
11 I
that Stabilizers
I
anand required
lil
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
1 110/3-11-0 (min.0-1-8)
3 110/3-11-0 (min.0-1-8)
Max Herz
I = 13(LC 10)
Max Uplift
1 = 31(LC 12)
3 = 31(LC 13)
Max Grav
1 110(LC 1)
3 110(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed : end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1 .60 plate grip DOL=1.60
3) 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 31 lb uplift at
joint 1 and 31 lb uplift at joint 3.
LOAD CASE(S)
Standard
q rre€e t..O <'— Wk i t0f 10W ' i%frR419kk I—'q ;;R' .1 %t W w' 1 I". M Y 1,4'— M, W., h. %' 0* ,, M'( . N i4
00"'NO-dw1k. :K",At k0m'l W "41 1.A tth9nv1, Tomato It P.E. 1h,
Sr t. 0.. , *-'t k" N:-'Vw . 0—r"o 0 W tt' IV At "t, *4 W 0' WWI lent 10 1, IN ".mhq 'W't' -1 80083 4451
St LUCle Blvd. hFollPFts4946qpqm
4' 20 16 k I Root I .... ei A"hoty 1, 104 III PA, Itr, - *(Iof Th, (.W dq"I 'R my ImA, of,,Wd .,*W tht —M. p,, miwot, fl om A 1100 1, wt Whoy 1, Twh III F I Z
Job Truss 1 Truss Type
WRCEB2ALM V08 Valley Truss 1 1 1
I
AOO 15116
2x4 -,-
11truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek
ID:ta7uotTo57o0tNCWmTn2mQyhqgX-Lk\t\
4-0-0 "_0
4-0-0 1
4-0-0
U4
2
6.00 [12
T 1 T I
2x4 _-
LOADING (psf) f SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1,25 TC 0.33 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.611 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Hor7(CT) 0.00 3 n/a n/a
BCDL 10'0 Code FBC2017fTP12014 Matrix-P
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 10-0-0 oc bracing.
Mifek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with, 'Stabilizer Installation guide.
REACTIONS. (lb/size)
1 27017-11-0 (min.0-1-8)
3 270/7-11-0 (min.0-1-8)
Max Herz
1 33(LC 10)
Max Uplift
1 77(LC 12)
3 77(LC 13)
Max Grav
1 270(LC 1)
3 270(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-262/327, 2-3=-262/327
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
3) 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 77 lb uplift at
joint 1 and 77 lb uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
0"I rm;' 04% Ui CIS N'X, GMIA, 1"0" L :K!Gw kaQwllW431' I- 4n4±k,.uwarxtarsMiM wan rcRe,`—Pewp4e*miat'm4 N 4^M 1 4'u K, 0 N,M.' A
1.600 Anthony T. Tombe, 1117, RE, N , 31 " 1. . W"Fw° 3+ 0 1M' an 6, 4", M wow e, * R.. It, IV MICA z'6 W 3111 14 ""0 0 *' M .4 .w Wf - ON Wr' W., ft, .'WM. ask' 3q"w w' M, "W'40, 0
VIA" ARW .4" 4451 St, Lurjo PIA, j W44 kq W'( I- ...... 6W
Foe.t PkIf(e, H 34940
AA;]t.y['14Mh0III'FJ' mapyl- I t0at t#@4ttt A41hopy 1, 1440 111 P.I.
0
Job Truss Truss Type Qty Ply
WRICE132ALM V12 Valley Truss 1 1 1
AOO 15117
L 34946, design(galtruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:17 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-LkWMGSiekE_qxLzvcS8nqlls2vriFfhDiN66XHzKCOa
P79 12-0-0
6-0-0 6-0-0
4x6 :
2
6o0112
9
Tl Ti
STI
3x4
4
3xAl
1,5x4 11
12 -0
LOADING (psf) SPACING- 2 0-0 CSL DEF L. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.28 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S I Weight: 39 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP 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 10-0-0 oc bracing.
m i f e k recommends - - that - Stabilizers and required
cross bracing be installed during truss erection, in
accordance lwith 'Stabilizer Installation guide.
REACTIONS. lb/size)
1 194/11-11-0 (min.0-1-8)
3 = 194/11-11-0 (min,0-1-8)
4 463/11-11-0 (min.0-1-8)
Max Hor-z
1 = 52(LC 8)
Max Uplift
1 = 74(LC 12)
3 = 83(1-C 13)
4 94(LC 12)
Max Grav
1 = 197(LC 23)
3 = 197(LC 24)
4 = 463(LC 1)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-307/342
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=l 16mph: 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) 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 74 lb uplift at
joint 1, 83 lb uplift at joint 3 and 94 lb uplift at joint 4.
LOAD CASE(S)
Standard
Anthony T. Imito 111, P,[,
80083
IN I to., N W 4-' 0 N 1E- Ul" loup 4451 St, Locie Blvd,
lon'qqhl " 2016 k !Pool rwsis Jothofi0JQ.boI(1 P'I' o coy low I' P'O'llod oAW it, ,' q'R pm'sw' I'm A 1 toot ho Aolhooy 1, lo.h III P1 I`
w Pk%e, R 34946
Job truss truss Type ply
WRCEB2ALM V16 0015118
1,
Valley Truss
49P Reference (atonal)
Run. A. 1M s Nov 12 2W Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu May 3 14:22:18 2018 Page 1AlRoofTrusses, Fort Pierce, rL mw, design - @aitruss com
6'y
ro
8-0-0
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-pw4kUoiGVY6hZVY5A9fONyH3vJDN-6aNxlrf3izKCOZ
1aoo 16-0-0
8-0-0
6.00112
1 5xTi
1.
5x4 2
10
3x4 1.
5x4 11 4x4
3
11
1,
5x4 3T2
4
1j,
STI
5 7
3x4 -- 6 1.
5x4 11 LOADING (
pst) SPACING- 2 CSIL DEFL. in (loc) I/defl L/d TCLL
20,0 Plate Grip DOL 0
05 TC 0,29 Vert(LL) n/a n/a 999 TCOL
10.0 Lumber DOL 1,25 BC 0.19 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0,12 Horz(CT) 0.00 5 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix-S 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; purfins,
BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. MiTelk
recommends that Stabilizers and required I
cross
bracing be installed during truss erection, in accordance
with, 'Stabilizer Installation guide. REACTIONS.
All bearings 15-11-0, lb) -
Max Horz 10= -
71(LC 10) Max
Uplift All
uplift 100 lb or less at joint(s) 1, 5,
10, 6, 8 except 9=-205(LC 12), 7=-
204(LC 13) Max
Grav All
reactions 250 lb or less at joint(s) 1,
5, 10, 6 except 8=356(LC 1), 9=
376(LC 23), 7=376(LC 24) FORCES. (
b) Max.
Comp./Max, Ten. - All forces 250 (b) or less except whenshown.
WEBS
2-
9=-293/420, 4-7=-293/420 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat,
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL=
1 M plate grip DOL=l M 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 100 lb uplift at joint(
s) 1, 5, 10, 6, 8 except (jt=lb) 9=205, 7=204. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
55 lb FT = 10% Anthony
T. Tonibo W, P.L. IN
aQ081 IP,
1 4451 St Uicie 131A qY1,
ghtt 2WA I 6411ww Ardayt I'M1,0111'ef, 11'r 4VI-GINSk.wO moy row Ftuh'b'W doorh' I boffiwn b1hoyl, ImbAi P L Re
Pterm, ft WA6 1 * " '"i, "'
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTLO I
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
CD
ttach Corner Jack's
t/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TIC &
BC (Typ)
1 01,4 47Wl:1 4MW TW t w D,40—,1W
1 U Poll-*
MW ."I C "M" Wq, 110$3
4451 51, w0fl RWI
h"rWW ,;,reWl V" —4 kA Nl,,F, R, W40
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVR,
FORT PIERCE. FL 34946
712-409-1010
ALTERNATE QIAGONAL BRACING TO THE BOTTOM CHQRQ
V - 3' MAX.
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER DR 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 ENOS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
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) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR 5TEUCTURAL QAQLETRUSSES
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
GABLE TRUST
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
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
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE
TURAL
TRUSS
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,
J U LY 17, 2017
STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
wriwr
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
Iwo CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL. PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
j.................. 0, NOTE. THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.G. OR LESS,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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 I OP CHORD OF
THE BASE TRUSS,
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION,
4 1 v"i 30j:%Uft' Oft 14*'4 O-W N, I nlw 'Wr 01,141 PK01,0- V-014"+r-"'.fre*. jo, w-'Llr_ I "NIR " 11 ' I
IV lwlll . 1!4'p 9 lo '.I,, -' of-4 0. 1,K*'4010 An!V)ry T 70mbo E!, D I'
14 1 Si E uoe elvd
At FL _U94(,,
iaP.yrryk4 a. 706A I kool 4"m Al*"y t' 10.60111 I'l I kooHmw A4.111 ltrAoffl pl,
JULY 17,2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTI-05
A-1 ROOF TRUSSES
44r I ST I I 101P Rl Vn
FOf
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6"O,C.
FeTa-f-IT1111110-1
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.
NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE
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 USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45 (1/4- X 4,5) WOOD SCREWS
INTO EACH BASE TRUSS.
All
Anthony T Tombo III, P
AgAssyl lloofrmafs kmi#nPf lomhlltP1 F-,
ft'l(oce FL 34 46
m
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 1 Od
NAILS 6'O.C,
TRUSSED VALLEY SET DETAIL
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
STDTI-06
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.
GABLE END, COMMON
TRUSS, OR GIRDER
TRt IS.q
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 11 BUILDING
EXPOSURE
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,
W'MNiif I', Alr, '14C I 0Vo'U'Alt-'VN I'Mr dW'w ' t 11" W— N-Ow-, p4"'.
4 A'cwvl' k' 1k I -kA 'roll - TV, At
Wt,
h,4w.0(.wW 44,51 BlvCi FL 14946
A'40'
t[ Tokol PJ'
JULY 17, 2017
I I x %a %.1) %j L_ Loo V f-% 11— 11— L_ I %.) L_ I Lii, t_ I f_% I t—
HIGH WIND VELOCI STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AOR-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 11 BUILDING
EXPOSURE 6 OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O.C. (BASE AND VAI
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.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD I I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
l( 40w" z"w ll 0" ' 0-'- v" TN mfe
Anqiony T, 7 ombo PC, N qra'k4ltk' icN .4 " Wil" of"t f.0.14fK k" '1.4, wl" l,f N 0, t dee tot, as tamale l" W4: al 1.§1 74 vUzi - of" "'.4 (ow", ire,
0 4151 Si,uLie blvdV*'w -"l 1, 1*F".p, o Rt.4.•
F,vt P,,fLe, R, 34Q46
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE.FL 34946
772-409-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
STDTL08
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) 10d NAILS VBRACEINTO2X6 2XIS SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
NAILED TO
2X4 VERTICALSX t
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' Q.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
ROOF
SHEATHING
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) - 10d
2, CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' NAILS
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
SYTEM.
4. 'L'
SBRACES
SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER
WITH ONE ROW OF 10d NAILS SPACED 6' D.C. TRUSSES IN 24' O.C. 5.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT
4' - 0' D.C. Vzl 6.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH
16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT v SPACED 48O.C.ATTACHED THE MIDSPAN
OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE 14 TO VERTICAL WITH TH (4) - STUDS WITH (
3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE
STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - S. THIS
DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. 00
NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF
NEEDED 10. 10d
AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X35' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE
SECTION A -A) 11. SOUTHERN
PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/
ALSC. END WALL
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD SPACING
WITHOUT
BRACE
2X4
L -
BRACE
DIAGONAL BRACE
2)
DIAGONAL
AT BRACES
1/3
POINTS MAXIMUM STUD
LENGTH 2X4 SP #
3 STUD 12'0.C, 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #
3 t STUD 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #
3 t STUD 24* O.C, 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #
2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #
2 16'0,C, 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #
2 24"o.c. 3-1-4 3-11-3 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 TO NARROW EDGE OF DIAGONAL BRACE WITH 10d
NAILS 6' Ot., WITH 3' MINIMUM END DISTANCE, BRACE MUST COVER 90% OF
DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SIP #2. MAX MEAN
ROOF HEIGHT = 30 FEET EXPOSURE B
OR C ASCE 7-
10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING, DURATION OF
LOAD INCREASE: 1 A0 CONNECTION OF BRACING IS BASED ON MWFRS,
DET
FEBRUARY 17, 2017 I T-
WITH 2XIBRACEEQN YAIL I STDTL09
r l
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
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
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 20 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
S-•.
SECTION DETAILS
NAILS
WEB
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
m" NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
o low__.. 1 TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW,
4451 ST. LUCIE BLVD
FORT PIERCE ,FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409,1010 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.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
NAILS (0131WITH (3)
X-X)
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0.131' X 3')
2X6
STRONGBACK
4' -
TYPICAL
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0.131' X 3')
0' WALL
SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' DIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS, IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
111
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772.409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN),
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
Q.135
0
93.5 85.6 74.2 72.6 63.4
162 10$.8 99.6 86.4 84.5 73.8
Ni
128 74.2 67.9 58.9 57.6 50.3
131 75.9 69.5 60.3 59.0 51.1
148 81.4 74.5 64.6 63.2 52.5
ri
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
3(r TO 6(r
45.00°
ANGLE MAY
VARY FROM
30• TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
d NEAR SIDE
NEAR SIDE
NEAR SIDE
45M'
SIDE VIEW
2X3) 2 NAILS
i NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTLI2
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVO,
FORT PIERCE, FL 34946
772409.1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
0
131 59 46 32 30 20z
CO
135 60 48 33 30 20
Ln 162 72 58 39 37 25
m 0 128 54 42 28 27 19
F- Z
131 55 43 29 28 19
LU
148 62 48 34 31 21
L
Z
120 51 39 27 26 17
C9
z 128 49 38 26 25 17
0
131 51 39 27 26 17
J
a:
O 57 44 31 28 20148
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR 5
U4
TOP PLATE
OF WALL
VIEWS SHOWN ARE FORli
ILLUSTRATION PURPOSES ONLY
1
NAIL
NAIL
SIDE VIEW END VIEW
TYP W NAILER ATTACHMENT I STDTL13 %
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I I 100-0m, I
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
d
April 11, 2016
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
12
VARIES
STDTL l4
4) 12d
MAX 3011 (2'-b11)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
kuvH ttN.e Latta+ too va.M'A tia R,.sti; 4b ztf,kkt.;:`:tiA4 F W4W,.ih=Fv:, tolf 6Prtr1 HalTb e'ir .Ie IPnmeINrakK .nrcM
f'* dF N k+ h 3P aW A 0a,e,rytta+! }K wx+isye.e Mr d i59 <t& SPw t tF M t .. t *i 7 Nax3kste 4+ Rt Ye .px M fi< x. $*i" #S .fie fE1' W 2i I. k wA .. nabMtgr i9}9'"°"*^'i Ath—y i fe4 N..
rt i Y sPq '• M k rtRx fir aaAx N see' }x Av+fixp A+'!M` 'n+. cn .. d xx4MbM lix¢ a9r aa(t ( yp ¢F Mim Mtl OW *iufM+fi zq #+4N btamw arbk u{ ktw ,tmkxP a i1i19s33 r 4HH.
Ye*wM tS Mt r.a4t 4yL xi RSt *.xA WtMi Cbe (, 'lv n At bSYM xH+ j$t +31.k !t i{RtA tN If. Pw^+i'^' 3.trM 8ernxpxx4n its wQ kbt x"5enii h,Wn`.ti n¢•ei*aM:ast Yaxienw mtt ,$ i 3f t ii, P'Yli. tus e,
se frMmf kre(mxu=rpw{yena.xxx Fe Kfm.xeef to i,xx, an.p.>{aer s%d '+. CMlep Gsrrk< ea,He+rw i+34ai. d.W+N.Mm lace, lkaN»`4 f YCC a9t =
phi%
2 S6 A-i Roa+trr+sss karRce7 {.1- HP.0A s"'t_t¢mpa
FEBRUARY 17 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTL15
R
DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34"6
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48' 3657 5485 334fi 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 IDd 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
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
x1N
9
NO
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.
0
A
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16
A'l ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' D.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' D.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 15 RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
imml
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 40') SPACED 24'
D.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.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
1M
r Q"
1-IATCH LEGEND
12" COFFER
8' 8"/9'-4"A.F'F.
T
Gravity I> 5,00001j / UP9ft {> - 1,00
Horizontal f> 350N)
NOTE: Trusses are designed for SHINGLE material.
Notify truss manufacturer if material is other than shingle.
M
j NU; t: ALL I KUJS I U WALL ANUSUK I KUbJ I U
LEDGER CONNECTIONS BY BUILDER !
UNLESS NOTED OTHERWISE} I
MOTE: ALL CEILING DROPS BELOW BEAM ARE
3Y BUILD (UNLESS NOTE OTHERWISE)
MOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO r -
SHOW TRUSS LD. AND TRUSS LOCATION ONLY. E _
THE BUILDING DESIGNER IS REPSONSIBL£ FOR THE E
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING o
DRAWINGS FOR GRAVITY AND UPLIFT LOADS. IL
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-C3 A-NDiGR ENGINEER OF RECORD a=e z..
s a
asE -
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
E
A) tttS24 ; 44, TH046
B 1U526 MW422
E
THD26H) MUS26
a _
D> 1 TRD28 T
E; T14026-2 4 THD449
F THD26-2 N i THOH29-3
JUS46 '0"
a
o.aa$e_
PBB HANGER BY BUILDER
LOADING ROOF FLOOR WIND LOAD i s a e
Ea
a 4 LIVE LOAD 20 40 ASC£ 7 10
c> i DEAD LOAD 10 10 150 MPH E%P C
y
e
LIVE LOAD 10 0 CATEGORY it IA
DEAD LOAD 10 5 ENCLOSED E E e `-to
TOTAL LOAD 40 1 55 FBC-2017 is
DURATION FACTOR 1.25 1.00 TPI - 2014 {9 -
REV DATE BY REMARH-
01 :09 22/2016i17 REVISED FLOOR SPACING UNDER MM BORM aa 02'
01iI0J2017jAAPj REV FLOOR TRUSS END DETAIL 2r4 TOP 12xfi 90FOBLBttiDNOTCH03 ,
T2/27/2017, tT !COPE UPDATE ;4
s
a
fs
Underst xi It+at above ""'i
tons n2Ve by , 'QV12weti . ! APPRsi'E g S
are acoeptabte for the fSbiRG`.
dFl at SruEses. APP9,0VED Ai, NO EC+ I
Ieva€ions,p% 't .¢. everbart3s R€
V:SE AND p >t BW - t2SCdS.Geti(i`g - e
evaSans Uii ses, bea—g Rt it.TEO condMons &
aff detaii pe tan'oq - s to
ths €rstss placement pian. No = LI Sa a balk
charges w0llce accepted ivilhout
O'emL's "Ti?ten 'DATE 6 d _ - apprgvat €
rcxr an A-^ Roof Tr;
rsses revreserrtat,e REV(EVE R_....fg
a p;
E
DEANDATEARCH.fSTRUCT: -j-f E
AF.
FA CAI L PC-
OF.,I<, $ _. Q-
f ROOF TRU55E5
f1SCIA 34 -' At# A
FLORIDA CORPORATION - ltLFitIdEC €,
Pf?
772-469-tOtti t Fay l?2<Og-tOt5 e o CUSTOMER
RAN HOMES JOB
NAME ESTFRO SAYv2 "A' a,17Gf R\Wl OPTIOR(S}
XtFt b£D fAM4//r,FkSr`efi7RdY - Comm LOT
d
BLDG TYPE
ELM
i#
JOB
k
MASTER aiRCE82ALM DATE 08i
I0!2bf6 DRAWN SCALE
n ors _
PERMIT APPLICATION
Application No:
I ) " -, Documented Construction Value: $ 17L'j
Job Address:
Historic District: Yes 0 NoEl
Parcel ID: ---
o7jResidentiaCommercial Type
of Work: NeW Addit on ED Alteration Repair El Demo El change of use El move Description
of Work: '0 Plan
Review Contact Person: Phone:
Fax: Email: Property
Owner Information Title:
Name
a, Phone:
0 Street:
Resident
of property?. City,
State zip: Contractor
Information Name
Phone:
Street:
j Fax:
City,
State Zip: \—) n P (- T 1-k (/ li L I ' State
License No.: 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 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, hoilers, heaters, tanks, and air conditioners, etc. F8C
105.3 Shall be inscribed with the date of application and the code in effect as of that date. 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Pennit
Application
NPJ-I-U: In addition to the requirements of this Permit, there may be, additional restrictions applicable to this Property that may besofthiscounty, and there may be additional permits required from other governmental entities such as waterfoundinthepublicrecord,
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 planinordertocalculateaplanreviewchargeand review fee at the time of Permit submittal, A copy of the executed contract is requiredwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current JCC 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 pennit fees when the penutit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneinCompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature ofo,Anelix—ge--t-- Coate
Print Owner/Agria F
Signature Of NotarY-Stale of Florida Date
Owner/Agent is — Personally Known to Me or
Produced ID --_ Type of ID
IgnanitC of Contractor, Agent Date
Af
Print COntTa'30r/Agent'., Name
Ak 1 "S
Signature of Notary. S late of Florida Date
PANIELA 8 TERNUS
COMMISSiOn # GG 110622
Expires August 7, 2021
s,,,O
Contractor/Agent is MPersonallyKnownto e or
Produced ID -)ryype of ID
ULONV IS FOR OFFICE USE ONLY
Permits Required: Building ElectricaI[] Mechanical] PlumbingEl
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No [] 4 of Heads —_ Fire Alarm Permit: Yes 0 NoEJ
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Rev Ised: June 30 4015
Verriul Appilcail,jr,
M
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: J1_2
I Documented Construction Value:
Job Address: Historic District: Yes 11 Nq-E11_1
Parcel ID: Resident) 0,,, Commercial
Type of Work: New 4Addition El Alteration El Repair El DemoEl Change of Use 11 move El Description
of Work: Plumbing New Residential Construction Plan
Review Contact Person: Jamie Blackwell Title. Clerical Phone:
407-323-7515 Fax: 407-323-8954 Email: Property
Owner Information Name
Phone: Street:
Resident of property? City,
State Zip: Contractor
Information Name
Advantage Plumbing, Inc. phone: 407-323-7515 Street:
PO Box 1117 Fax: 407-323-8954 City,
State Zip: Sanford, Ff, 32772 State License No.: CF-CO57881 Arch
ltect/Engi nee r Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
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, beaters, 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
L-3
ITA_
NP—T-1—CE: Inaddition to the requirements of this Pelynit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsOfthiscounty, and them may be additional permits required from other govermnental entities such 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 requires 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 current 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.
IRWIFFEL.
taws regulating construction and zon
Sipature of Owner4ecut jDato
Pint Owwr/Agent's Ms.,
Stgnatm efNotuy-Stme of Florida Date
Owner/Agent is — Personally Known to Me
or Produced ID _ Type of ID
ature 017C-..... tr-6/Agt Date
A. Thomas Smith
4, 1,0112
Sip arc or Data
NOTARY PUBLIC
STATE OF FLORIDA
EXPftS 812112021
CDWTW G0136859
Contractor/Agent is X Personally Known to Me or
Produced ID — Type of H) ,
Permits Required: Building [I Electrical [] Mechanical D Plumbing® Gas[ Roof DConstructionType; ------- _-Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Mill. Occupancy Load:, #of Stories:
New Construction: Electric - # of Amps"',___ __ ... ........ _ Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] NO[] #ofHeads
APPROVALS, ZONING: UTILITIES:
Revised: June 30.2015
ENGINEERING:
Fire Alarm Permit: YesEl No El WASTE
WATER.
15 lightyears, Inc 15
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,
I ig h tye a rs
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,
Timothy Sfiflth
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
Ijurisdiction: Se_r'-t kv-, r-A _ Permit #: 1'6 - 2'4'*14
job Information
Builder:
f
i Community: 10 vel n Lot: 12 (C) Address: 23
2- _Q4z_ Unit: City: State: P-
t Zip: 52 7 7.3 Air Leakage Test
ReSURS Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE 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. PERFORMANCE 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(
SO) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50, ACH(50) specified
on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): = 11451 x 60 =
J .5 Meth r CalcUladng building voltiMe- CFM(50) Building
Volume ACH(50) 0 Retrieved from architectural plans ASS (Mechanical Ventilation
is not required) 9-60, de software calculated PASS (with Mechanical
Ventilation) 0 Field measured
and calculated FAIL R402.4.
1,
2 Testing. Testing shall be conducted in accordance with ANSIIRESNET/ICC,180 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)(
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. During testing: 1,
Exterlor 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. S.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. Testing Company Company
Name: 15
Lightyears , Inc Phone: (555)435-1515 1 hereby verify that
the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements a ding
to the co: s, lected above. Imelhod Signature of Tester:
DateofTest:' Printed Name of Tester:
AgrgLi Overholt License/Certification #: 2UNAE7 Issuing
Authority: RE,5NET 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
Permit#: il-Zcj, Jurisdiction:
job Information
Builder: Community: Lot: f-D
Address: 277 Jc>, Unit: City:
State: j Zip: -7 7 3 Duct
Leakage Test Results System
1 243 cfm25 System
2 cfm25
System
3 cfm25 Sum
of any additional
systems cfm25 Total
of all systems
cfm25 0
Prescriptive Method cfm25 (Total) To
qualify as "substantially leak free" Qn Total must be less than or equal
to 0,04 if air handier unit is installed. If air handier 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? 0 YES ONO Performance
t ERI Method cfm25 (Out or Total) To
qualify using this method, Qn must not be greater than the 5-
1 + Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017, Total
of all Total Conditioned systems
Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-
2017 (Energy Ca/c) or R406-2017 (Energy Ca1c) or R406-2017 Ci
Vassf-:1 C, L)IS 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 m liance method selected above. Signature of
Tester:,(' Date of Test: 14-A - Printed Name
of Tester: Aaron Overholt License/Certification #:
2DNAB7 Issuing Authority: RESNEI Copy of
License / Certificate of the tester must be attached)
L
0 Certificate of Achievement
THIS ACKNOWLEDGES THAT
AAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING r INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
MI •
Tim Smith,
RESNET Quality Assurance Designee
15 1*10111htvearsj /
RESNET QA Provider # (1998-199)
UES Project No: 0110. 1700732.0000
Workorder No: 9409722-2
F -N rEwUlb, 5 Report Date: 10/8/2018
n" uCoI tants In: Geotech n ica I Engineering - Etiviionmenta ISciences or11Geop4lysical
Setwes - Cor),,tru( tron Materials Testing - Threshold Inspection 11Building
Inspe(tion - Plan Review - RUIldilIg Code Administration e/( 3532
Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -
Place Density Test Regort Client:
Ryan Homes UES Technician: Sammie Edwards 4307
Vineland k6a' ,uite H2O Orlando,
FL 32811 Date Tested: 10/08/2018 Project:
Kensington Reserve, House Lo Testing eLoous' 3
Sanford, S ir Sanford, S inole County, FL 32773 Area
Teste : 2328 Tudor Rose Drive t 20) Type of Test: Materia
Fill Field: ASTM D-2937 Drive Cylinder Methoc Reference
Datu - 0 = T Fill Laboratory: ASTM D 1557 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 MaximumDptimum
Density
Pcf)
Moisture
FieldDrY
Density
Pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch)
Pass
or
Fail 6
North West Corner of Pad 0-1 ft 105.4 12.2 106.7 6.9 101 N/A Pas! 7
South West Corner of Pad 1-2 ft 105.4 12.2 102.4 0 97 N/A Pas: 8
South East Corner of Pad 1-2 ft 105.4 12.2 105.3 6.0 100 N/A Pas: 9
North East Corner of Pad 1-2 ft 105.4 12.2 104.8 5.5 99 N/A Pas: 10
1 Center of Pad 2-3 ft 105.4 12.2 101.1 51 96 N/A Pas: Remarks:
At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. T, —#
n I, lir.h , fn I f#— D-IU—4 — —1— o11 —-+ — —h— if+^ A — 1 --4- of ,,, olio nfc -4 "
DESCRIPTION AS FURNISHED: Lot 20, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon HomesINVR Inc.
TRACT C
DRAINAGE AREA
N 894854 " E
60. 00'
LOT RO
38.80'
Ai
10,00,
LOT 19 CA ti LOT 21
FORMaQARO FOUNDATION (Z
TOP OF FORMS - 26.31' (Z)
moo,
19.3'
isof
20.7'
10.00'
25,20' 25.20
fry
to, UTIL' ESMT.
a,
N 89*4654" E
60.00,
TUDOR ROSE DRIVE
SO' PRIVATE RIW)
PROPOSED - FINWO SPOT OWE ELEVATIONS
PER DRAINAGE PLANS PLOT ew--dm kaamam REAR - 20'
r- PROPOSED DRAINAGE FLOW 0 IMPERVIOUS COVERAGE ;, Z633.* SQUARE FEET OR J&IX SIDE 5' FOR 40' LOTS
LOT GRADING TYPE 8 LOT CONTAINS9001 SQUARE FEET SIDE 7.5' FOR 60 LOTS
PROPOSED FINISH FLOOR PER PLANS - 26.3' LJWNG AREA CONTAINS 1.766* SQUARE FEET SIDE 10' FOR 75' LOTS
CaS6&" POR H CONTAINS 867.* SQUARE FEET SIDE STREET - 25'
CRUSE)WEYER—SCOTT ASSOC, INC — LAND SURVEYORS
UM - "am-
5400 E COLONIAL DR. ORLANDO. FL. J2807 (407)-277-32J2 FAX (407)-658-7436
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