HomeMy WebLinkAbout3710 Hanworth Lp 19-000095; NEW SFHp I z /.n DC,
Job Address: 3710Hanworth Loop
Parcel 10: 17-20-31-5VC-0000-0150
Type of Work: New 19 Addition 1-1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 451)A6 26?0 -_ 150Z- - (.0
Historic District: Yes El NoEA Residential
D Commercial n Alteration
1:1 RepairEl Demo 1:1 Change of Use 1:1 MoveEl Description of Work:
New Single Famj!y_Residence Plan Review Contact
Person: Tracy McDonald I Title: Production Admin Phone: 407-692-
9831 Fax: '%-*f Email: trmcdona@nvrinc.com Property Owner Information
Name _N_VRJ_
NLdbaJWzn_Homes Phone: 407-692-9831 Street: 4307 Vineland
Rd #H20 Resident of property? City, State Zip:
Orlando FL 32811 Contractor Information Name
NVR, Inc,
dba Ryan Homes Street: 4307 Vineland
Rd # H-20 City, State Zip:
Orlando FL 32811 Phone: 407-692-
9820 Fax: 407-692-
9821 State License No.:
CGC1517157 Architect/Engineer Information
Name: AB Design
Street: 1441 N
Ronald Reagan Blvd City, St, Zip:
Longwood FL Bonding Company: Address:
N/A
Phone:
407-774-
6078 Fax: E-mail:
brian@abdesigngroup.
com Mortgage Lender: N/
A Address: I WARNING
TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING 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 INTENT) 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, treaters,
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
NOI'I('I,-,.: 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 711
I'lic 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.
1'he actual construction value will be figured based on the current ICC Valuation 'Fable 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 !!a zoning.
A X
A2Lt212D-1B—
12/12/2018
Signature gent Date Signaft e caf recta a Date
Tracy McDonald Tracy McDonald
Print Okv rner/
1,ent's Nat Print rit's Name tContraor/Age 12/
12/2018 12/12/2018 or
tol'Notary t to o lorida Date of FloridaF lor Signatureot'Notary- ate of Date NotaryR
RISTINR ISTINRFERRILL oty Pu, KRII TIN R FERRILL Commission
GG 233069 Expires
July Commission #
GG 233069 h
11, 2021 Expires July 11, 2021 n'44A 8nndedThru8wigatNotaryservices11Qrr110Bonded Thru Budget Notary services Owner/
Agent is _X_ Personally Known to Me or Contractor/Agent is _X_ Personally Known to Me or Produced
ID --,I,,-,-
Type
of ID Produced ID --- Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical [] Mechanical E] PlurnbingE] GasF] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No[] # off leads___ 1)
APPROVALS:
ffi?INL 1. ITHLITIES: 1-'.
NGINEERING: COMMENTS:
Flood
Zone: C\
iaActf of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes [] No [] WASTL
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019013398 Book:9294 Page:1 504; (1 PAGES) RCD: 2/6/2019 2:20:12 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY. C—C lac arlEZ` Ea
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811 ... .. ... ...... ..
NOTICE OF COMINMENCEIVIENT
Permit Number: BR19-000095
Parcel ID Number: 17-20-31-5VC-0000-01 50
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided In this Notice of Commencement
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot # 15 of Kensington Reserve 3710 Hanworth Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property: _
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
S. 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
8. In addition, Owner designates
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)
WA6AL1YG TO CiWfga ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Sig re of Owner or Iessae, or Owrt4Ws or lessee's (Print Norm and Provide Signatory's TigelMA)
Authorized Offlw0rector/Partner/Manager)
State of Florida County of
The foregoing Instrument was acknowledged before me this day of ple b .9019
by Layna mitogli Who Is personally known to me t K OR
Name of person maidng statement
who has produced Identification 0 type of Identification produced:
Notary Public State of Flon0a
TRACY LEIGH MCDONALD
t My Commission FF 925012 ................ Notary Signakirevl; Expires 10/06/2019
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'M L4a
Building Permit #:G.h6 041 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 -fancily dwellings.
1 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 Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric
Print Name of natit Print Name of for Print Name of El. Contractornant
Signature f r enant Signature Ve ontractor Signature of El. Contractor i0 CGC151715-/
ECO003096 Gen.
Contractor License # El. Contractor Licens`c#__ JURISDICTION
EMPLOYEE NAME: JURISDICTION:
CALLED
INTO: n Progress Energy ci Florida Power and Light on Rev.
02/10/15)
t q-ip boo
COUNTY OF SEMINOLE (, tk' IMPACT FEE STATEMENT "!
STATEMENT NUMBER: 191pp0000 DATE: January 23, 2019BUILDINGAPPLICATIONV19.10000033
BUILDING PERMIT NUMBER: 19-10000033
UNIT ADDRESS: HANWORTH LOOP 3710 17-20-31-5VC-0000-0150
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUP: 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:
WORT{ DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3710 HANWOR.TH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE ^ TYPE _DISTp^^^RSCHED RATEUNITS TYPE RQ
S ARTERIALS CO -WIDE ORD Singh
Familyy ROADS
COLLECT}RS Housing
N/
A 705.
00 1.000 dwl unit 705.00 Siingle
Pam 1y FIRE
RESCUE Housing
N/
A 00
1.000 dwl unit 00 LIBRARY
CO -WIDE ORD 00 Single
Family SCHOOLS
Housingg
CO-
WZDE ORD 54.
00 1.000 dwl unit 54.00 PARKFamily
HousAing
9,000.00 1.000 dwl unit 91000.00 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 IISSUANCE OF
ATBUILDINGFPERMI SCUE, LIBRARY AND/OR EDUCATIONAL t 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 BEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOF
OCCUPARY OR OCCUPANCY. THE REQQUEST FOR REVIEW MUST MEET
THE REQUIREMENTS OF THE COUNTY LAND f EVELOPMENP CODE. COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD
BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUIL111DING SDFTM
01EATIRSSTREETSANFORD, FL 32771
PAYMENTHE COUNTY BUIILLD
DINGYPERMIT NNtUMOR BEEREATOT R'OPNLEFTOOFDTHISESTATEMENT.
THIS STATEMENT IS
NO
LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDARDAYSFROMTHEDATEABOVE
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT oar.
STATEMENT NUMBER: 19100000
BUILDING APPLICATION #: 19-10000033
BUILDING PERMIT NUMBER: 19-10000033
UNIT ADDRESS: HANWORTH LOOP 3710
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
DATE: January 23, 2019
17-20-31-5VC-0000-0150
PARCEL:
TRACT:
BLOCK: LOT:
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: 3710 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family
ROADS -COLLECTORS
Housing 705.00 1.000 awl unit 705.00
Single Family
N/A
Housing 00 1.000 dwl unitFIRERESCUEN/A 00
LIBRARY CQ-WIDE ORD
00
Single Family
SCHOOLS
Housingg
CO -WIDE ORD
54.00 1.000 dwl unit 54.00
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 CALENDARDAYSOFTHEDATEABOVE, 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 NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / 2- 4 2 5:1
Documented Construction Value: $ 85,046
Job Address: 3710Hanworth Loop
Parcel ID: 17-20-31-5VC-0000-0150
Type of Work: NewEA Addition El Alteration El Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Phone:
407-692-9831 Fax: Historic
District: Yes EI NoEA ResidentialFXI CommercialF]
Repair 0
DemoE] Change of UseEl Move El Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name NVBMCAba_Ryan
jHome _ Phone: 407-692-9831 Street: 4307 Vineland
Rd #H20 Resident of property? : City, State Zip:
Orlando FL 32811 Contractor Information Name
NVR, Inc,
dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland
Rd # H-20 Fax: 407-692-9821 City, State Zip:
Orlando FL 32811 State License No.: CGC1517157 Architect/Engineer Information
Name: AB Design
Street: 1441 N
Ronald Reagan Blvd Phone: 407-774-
6078 Fax: City, St,
Zip:
Longwood FL E-mail: Bonding Company: N/
A Mortgage Lender: Address: Address: brian@abdesigngroup.
com illy/
9 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 a zoning.
41)P- 12/12/2018
Signature o9qtllAgent Date Signatu e of radar nt Date
Tracy McDonald Tracy McDonald
Print Owner/ aent's N Print Contra or/Agent's Natne
12/12/2018 12/12/2018
of Notary t tFof Florida Date Signature of Notary- to of Florida Date
zotPrGv "."d<< RISTIN R FERRILL tGY rx KR{ TIN R FERRILL m
t. Commission # GG 233068 ` Commission # GG 233069
tForr°
Expires July 11, 2021orrLC, Bonded Thru Budget Notary Services
Expires July 11, 2021 "
P Bonded ThNBudget Notary Services Owner/
Agent is xPersonally Known to Me or Contractor/Agent is _..X_ Personally Known to Me or Produced ID
Type of ID Produced ID Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical Plumbing Gas Roof Q 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: WASTE
WATER: FIRE: BUILDING:
7-;;, L
w c'
o -
Revised: June
30, 2015 Permit Application
I I P I Application for Paved Driveway, Sidewalk or
d 1 126Walkway Including Right -of -Way Use & e%,ORMLandscaping ; Right -of -Way 1877— " www.sanf*"
M.gov Department of Planning & Development Services 300 North
Park Avenue, Sanford, Florida 32771 Phone: 407.
688,5140 Fax: 407.688,5141 This permit
authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance With the City's
regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction
over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway
or landscape improvements within the city right-of-way. It does not approve any work Within any other jurisdiction's
right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know *haft WOW size and
location of the existing right—of-way and use shall be provided or application could be delayed. Can bow* Y" 4 1. Project
Location/Address: 3710 Hanworth Loop, Sanford, FL 32773 2, Proposed
Activity: X Driveway E]Walkway 3. Schedule
of Work: Start Date Completion Date 4. Brief
Description of Work: Construction of New Single Family Home Other: This
application
jl rd
by, Property taviRteir:
Signature: Print
Name: Tracy McDonald Address: 4307
d #H-20 Orlando, FL 32811 Phone: (407)
692-9831 Fax: 11 Emergency
Repairs Email: trmcdona@nvrinc.
com Date: 12/12/2018 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
installationlimprovement 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
property to recover costs of restoration. To the
fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed,
elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or
consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement,
and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with
the use of the City's right-of-way. I have
Signature: the
above
statement and by signing this application I agree to its terms. Date: 12/
12/2018 This permit
shall be posted on the site during construction. Please call
407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour
Inspection by: Date: Application No:
Reviewed: Public
Works
Utilities Approved:
Engineering
Site
Inspected
by: Special Permit
Conditions: Official Use
Only Fee: Date:
Date: Date:
Date:
t
2 Z7-?ot Date: November
2015
ROW Use Onveway.pdf
FDRMR4U5-2017
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot I 5KensingtonReserveSeag ateFGRW Builder Name * RYAN HOMES
Street: 3710 Hanworth Loop Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691000
Design Location: FL, Sanford County, Seminole (Florida Climate Zone 2
1 . New construction or existing New (From Plans) 9. Wall Types(1662.4 sqft.) Insulation Area
2Single family or multiple family Single-family a.
Concrete Block - Int Insul, Exterior R=41 1386.40 ft2 3.
Number of units, if multiple family 1 c. N/A R= W 10.
Ceiling Types (2034.0 sqft.) Insulation Area 5.
Is this a worst case? No a, Under Attic (Vented) R=38.0 2034.00 ft' 6.
Conditioned floor area above grade (ft2) 2034 b. N/A R= ft, Conditioned
floor area below grade (ft) 0 c.
N/A R= ft2 7.
Windows(318.5 scift) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 Area
Weighted Average Overhang Depth: 5.128 fL Area
Weighted Average SHGC. 0.292 14. Hot water systems a.
Electric Cap: 50 gallons 8Floor
Types (2034.0 sqft.) Insulation Area EF: O950
a. Slab -
On -Grade Edge Insulation R=0.0 2034.00 ft2 b, Conservation features Glass/Floor
Area: 0.157 Total Proposed
Modified Loads: 58.31 PASS Total BaselineLoads: 62.92 I hereby
certify that the plans and specifications covered by Review of the plans and vAlE S-r this calculation
are in compliance with the Florida Energy specifications covered by this Code. PREPARED
BYordan
Henry calculation indicates compliance
with the Florida
Energy Code. Before construction is
completed DATE: 11 /2,
11, this building will be inspected for compliance with Section
553.908 I hereby certify
that this building, as de is in compliance Florida Statutes. with the Florida
Energy Code, WTt OWNER/AGENT: BUILDING
OFFICIAL: DATE: DATE: Compliance
requires certification
by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed
inaccordance with R40V.O.2.1. Compliance requires an Air
Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report
with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 1o1o0182:46nw snorgyowuSoVUSA o».
nz(R,v 1) na*e^oo1rpecomEdition (2o17) Compliant Software Page 1m*
12/12/2018 SCPA Parcel View: 17-20-31-5VO-0000-0 150
Eiropgay Record CArd
Parcel: 17-20-31-5VC-0000-0150
vrxsxa Property Address: 3710 HANWORTH LOOP SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-0150 2019 Working 2018 Certified
Values Values
Owner(s) BRISSON WEST PROJECT I LLC
Valuation Method Cost/Market Cost/Market
Property Address :3710 HANWORTH LOOP SANFORD, FL 32773
Number of Buildings 0 0
Mailing :3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name KENQNgTON RESERVE
Depreciated EXFT Value
Tax District SI-SANFORD
Land Value (Market) 78,000 78,000
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions
LO 011dic
HCO
Legal Description
LOT 15
KENSINGTON RESERVE
PB 81 PGS 86-92
I
1 Portability Adj
Save Our Homes Adj $0 $0
Amendment 1 Adj $0 $0
P&G Adj $0 $0
Assessed Value $78,000 $78,000
Tax Amount without SOH: $1,464,00
20I 8-jax Bill Amount $1,464.00 Tax _
Estimator Save
Our Homes Savings: $0,00 Does
NOT INCLUDE Non Ad Valorem Assessments Taxes
Taxinq
Authority Assessment Value Exempt Values m Taxable Value No
Sales rmd
Sale's 112
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby narne and appoint: _ Tracer McDonald
an agent of: NVR Inc., dba Ryan Homes
Nairie 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):
CI The specific pe 'nit and application tlOr work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:12/31/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF _QLange_
The foregoing instrument was acknowledged before me this la —day of 1"t c-,
200 18 by Scott James Faber who is m,
for Ei who has produced as
identification and who did (did —not) —tF,*—e;tn—(o—at-------
Notary Seat)
KRISTIN R FERRILL
Commission # GG 233069
Expires jL11y 11, 2021401' * QrFr'' Bondod ThN Buopt Notary services
08.12)
Print or type name
Notary Public - State of. -
Commission No.
My Commission Expires:-_—_
E:1 Application
TON Lot#
Plot Plan
vOoP I a nS House C*T#Elevation f'"' Swing Trusses
E-
Calcs V/
Product Approvals VPlumbing
Riser (only MR / OP CY [21 / SR XGas
Riser (only / OP) XArbor
Plan (only MR / OP) 11x17 (
only HM) Landscape &
Irrigation (only HM) YN
CD (only OE / HM / LL)
SQ.FT. CALC.-'S
LlviW, 20.34 5a, FT,
GARAGE ro3l Q. FT,
F-\',TRY 30 ea, FT.
LANAI aa 50- FT.
LTOTAL"I'll, I "I
2783 SQ. FT.
COkflOflXr AM CLADDM WND LOADS BASIC WND EXPOSFE
FOR 3 SECOhV GLeM
CALL'iOMAW DESKMInk
0
20.13/ -3231
a-
14 12 I6,-o,x7 -01 24,W -30J5
T- 2- 2-1 30ac D- 4 "'w, -30.20
3 1-1 W V224eln A5Y 26,41l -3137
17
24-5 4
LLV V2 F-tO-45 3131,
25-5
26.4V -30,9
25-sw.
EGRE&e 4 2a41/ -30,9
T m 25-6 4 4 2S,41/ -30,S
3L!3/ -400
a 1 11 25-514 4 26.411 -30.9
25-E44 4 25,4V -30 !
ic 17 25-6 4LESRS5525-&
4 itMEGRESS28.411 -3 i3112
10 TEMP 4 23.43/ 12A
li-44-5s4 4 t 21.43/ -31.?2 13
WIND
DESIGN CRITERIA A
546(c LUND SPEED tipw (3 SECOND GUST) VULT-
150 / t-F B.
N-EM,A PRS551,;RE COEFRCENT - - 'Ie R15K
CATEGORT.7-YF-E 11 D.
E>0-05LFE CATEGORY C NOTE:
VALUES
FOR 00tTPONENTS 4 CLAZI1>W,,-RE6SUFZE ARE BASED
CN THE Vult rESrN WIND SPEED. FeOR &Tt4 ED. (2017) ALLOLro
T:47=5E Fr,--SfIjRES 70 BE MLTIPLIECI BY Cf TO MEET
TPE ALLOWABLE OR 40'JINAL TESTED VALUES WED BY FROMI-
T MANLFACTURER5, S21-_
PRIOR TO DFM4LL N5TALLATION
ON ALL =RAM[Nr, FLO
ORWILL BESPRAYEDRd=-ATEDLU/ 'BORATE' A TEFT11TE TREATMENT
5PP-4Y RiCIR
MA50NMply WALL
LeR-.. PlEIGPT& S'-
4' Br -- LOAD
BRG- WALL TOF
PLAT.- 16'
oc, A _
CABINETSECTION ARCH
DETAIL 02
ARCH DETAIL 03
ARCH DETAIL 4)
ARCH ---DETAIL FLOOR
PLAN — ELEV. "F" (ELF) Design
Caron
spl.a. I44IN
k0ka PEAGa BLVO LONG.
000, 5L 32750 407,
77 078 F",
407-77"078 W.
3325 11111
11 TJIB]
DrV. & I KENSINGTON
RESERVE
LOT
15) MODEL
SEAGATE
VFRS[
ON#04) PRO.
TECT#: R2065,
015/00001 PAGE:
FLOOR
PLAN
kF0C>-
4TE-0T: 9MAIE-
Of1=0WA DATE:
11/21,717, scALm.
1/4"= 1'-- 0" SHEET
2
OF 6
CITY OF
SJ NF ORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407,692.9831 Fax, 407.692.9821 Email- trmcdonaCo)nvrinc.com
Property Address: 3710 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0150
Phone Number: 407.692.9820 Email: trmcdonaCq)nvrinc.com
The reason for the flood plain determination is:
New structure E] Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition M 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)
0" n 10
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 1202940090F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: 0 floodplain E] floodway
F-J A portion of the parcel is in the: El floodplain El floodway
Al The parcel is not in the: A-1floodplain ofloodway
El The structure is in the: Elfloodplain Elfloodway
El The structure is not in the: E] floodplain F--J 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# 18-4757
Reviewed by: Michael Cash, CFM Date: December 27, 2018
R 1 K i)
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl 5Ke rising ton Reserve Seagate FG RW Builder Name: RYAN HOMES
Street: 3710 Hanworth Loop
City, State, Zip: Sanford , FL , 32773
Permit Office:
Permit Number: # 9 0 9 5
Owner: Jurisdiction: 691000
Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2)
1 New construction or existing New (From Plans) 9. Wall Types(1662.4 sqft.) Insulation
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=41 1386A0 ft2
b. Frame - Wood, Adjacent R=13,0 276,00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (2034.0 sqft,) Insulation Area
a. Under Attic (Vented) R=38.0 2034.00 ft2
6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(318,5 sclft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8
a. U-Factor: Dbl, U=0.35 190.17 ft2
SHGC: SFIGC=0.29
b. U-Factor: Dbl, U=0.62 96.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 34.8 SEER:115.00
c. U-Factor: Dbl, U=0,34 32.38 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2, a. Electric Heat Pump 32.6 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 5,128 ft.
Area Weighted Average SHGC: 0.292 14, Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2034.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2 b, Conservation features
b. N/A R= ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.157
Total Proposed Modified Loads: 58.31
PASSTotalBaselineLoads: 62.92
1 hereby certify that the plans and specifications covered by Review of the plans and 11iE S7.,44thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis
oi-
Code. calculation indicates compliance
with the Florida Energy Code, thle,
PREPARED BY: rdan_,HetTry______.____ Before construction is completed
DATE: 1.11.21z1. - --------- this building will be inspected for It Q
compliance with Section 553.908
I hereby certify that this building, as de fined, is in compliance
with the Florida Energy Code
Florida Statutes.
DWF
OWNER/AGENT :___ BUILDING OFFICIAL
DATE: 1ZL12 - - ------- DATE:
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 ACH50 (R402.4.1.2).
11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRe-,2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lotl 5KensingtonReserveSea Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2034 Lot # 15
Owner Name: Total Stories: 1 Block/Subdivision: KensingtonReser
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3710 Hanworth Loop
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691000 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, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
Blockl 2034 18916.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 2034 18916.2 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge InSUlatio Main 173.5 ft 0 2034 ft2 0,35 0 0.65
ROOF
Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Barr Absor. Tested Tested Insul, (deg)
1 Hip Composition shingles 2203 ft2 0 ft2 Medium N 0.85 N 0.85 No 0 22.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 2034 ft2 N N
CEILING
V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 2034 ft2 0.11 Wood
11/21/2018 2:46 PM EnergyGauge(& USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
To .. ...... Wall Type, Space R-Value Ft . ... In Ft In Area R-Value Traction Absor, Grade% 1
N Exterior Concrete Block - Int Insul Main 4.1 32 0 8 0 256.0 111 0 0 0.6 0 2
N Exterior Concrete Block - Int Insul Main 4.1 20 7 8 11 183.5 112 0 0 0,6 0 3
N Exterior Concrete Block - Int Insul Main 4.1 8 3 8 8 71.5 112 0 0 0.6 0 4
E Exterior Concrete Block - Int Insul Main 4,1 12 4 9 1 112.0 ft2 0 0 0.6 0 5
E Exterior Concrete Block - Int Insul Main 4.1 9 10 8 11 87.7 111 0 0 0.6 0 6
E Exterior Concrete Block - Int Insul Main 4.1 13 10 8 8 119,9 ft, 0 0 0.6 0 7
S Exterior Concrete Block - Int Insul Main 4.1 50 6 8 0 404.0 111 0 0 0.6 0 8
W Exterior Concrete Block - Int Insul Main 4,1 14 0 8 0 112.0 111 0 0 0.6 0 9
W Exterior Concrete Block - Int Insul Main 4.1 4 7 8 8 397 ft' 0 0 0.6 0 10
Garage Frame - Wood Main 13 34 6 8 0 276.0 ft2 0 0,23 0.01 0 DOORS
V
Ornt Door Type Space Storms U-Value Width Height Area Ft
In Ft In l
W Insulated Main None 25 3 8 24 f12 2
Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS
Orientation
shown is the entered, Proposed orientation. Wall
Overhang VOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
N 1 Metal Low-E Double Yes 0,35 0.29 N 32.4 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 2
N 3 Metal Low-E Double Yes 0.62 0.29 N 96.0 ft2 12 If 0 in 0 It 2 in Drapes/blinds Exterior 5 3
E 4 Metal Low-E Double Yes 035 0.29 N 32A ft' 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 4
E 5 Metal Low-E Double Yes 0,35 0,29 N 32A 112 9 ft 0 in 0 ft 1 in Drapes/blinds Exterior 5 5
E 6 Metal Low-E Double Yes 0.35 0.29 N 32.4 W 1 It 0 in 1 ft 8 in Drapes/blinds Exterior 5 6
S 7 Metal Low-E Double Yes 0.35 0,29 N 9.8 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 7
S 7 Metal Low-E Double Yes 0.35 0.29 N 9.0 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 8
S 7 Metal Low-E Double Yes 0.35 0.29 N 162 111 1 It 0 in 1 It 8 in Drapes/blinds Exterior 5 9
W 8 Metal Low-E Double Yes 0.35 029 N 25.7 W 1 ft 0 in 3 It 4 in Drapes/blinds Exterior 5 10
W 8 Metal Low-E Double Yes 0.34 0.31 N 32A ft2 1 It 0 in 1 It 8 in None None GARAGE
V#
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1
637 ft' 637 f12 69.5 ft 9.3 ft 1 INFILTRATION
Scope
Method SLA CFM 50 ELA EqLA ACH ACH 50 1
Wholehouse Proposed ACH(50) .000414 2206.9 121.16 227.85 1653 7 11/
21/2018 2:46 PM EnergyGaugeOD USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HEATING SYSTEM
V, # System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF :8.5 32.6 kBtU/hr 1 sys#1
COOLING SYSTEM
V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
l Central Unit/ Split SEER: 15 34.8 kBtu/hr cfm 0.8 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEE
None None ft`
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 -Attic 6 406.8 ft Main 1017 ft Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Ma Apr May Jun Julug Se Oct Dec
g MHeatinJan j Feb MarXj AprJA I May Jun JulAugIri11n rj SSe Octj XjNovNov
X
Dec
Venting Jan Feb X Mar X Apr Ma Jun July Aug Sep x Oct 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
MASS
Mass Type Area Thickness Furniture Fraction Space
Default lbs/sq.ft, 0 ft, 0 ft 0.3 Main
11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4
2O17EPLDISPLAY CARD ENERGY
PERFORMANCE LEVEL (EPU) DISPLAY CARD ESTIMATED
ENERGY PERFORMANCE INDEX* =g3 The
lower the Energy Performance Index, the more efficient the home. 1.
New home or, addition 1,_NfylFrlmlPlans) 12.Ducts, location & insulation level a)
Supply ducts R 6 O 2,
Single-family ormultiple-family 2,_Single-fami|y b) Return ducts R6.0 o)
AHUlocation Main 3,
No. ofunits (if mu|dp|*-fami|y) 3.1— 4.Numbarofbadmumm
4 4 13.Cooling system Capacity34.8 a)Split
system SEER_15.0 5,|athis
aworst case? (y*a/no) 5,No_ b)Single package GEER_____ o)Ground/water source
SEER/COP____ 0,Conditioned floor area (
aq, ft.) 8.2034L_ d)Room unit/PTAC EER______ e)Other 7.Windows,
type and
area a>U-factur(weighted
average) 7a.0L430_ b) Solar Heat Gain
Coafficient(SHGC) 7b.0 92_ 14. Heating system: Capanity___2.6 o)Anea 7o.318.
5_ a)Split system heat pump MGPF8.5 b)Single package heat
pump HSPF_____ 8. Skylights c) Electric
resistance CDP_____ a)U-factor(weighted
average) Oa.N£ d)Gas furnace, natural gas 4FUE_____ b)Solar Heat Gain
Coefficient (SMGC) 8b,N£_ e)Gas furnace, LPG AFUE_____ qOther 9, Floor type,
insulation
level: a)S|ab-on_
gmd*(R-vo|ue) 9a.0.0_ b)Wood, raised (R-
va|ue) 8b. 15.Water heating system o)Concrete, raised (R-
vu|ua) 9o, a)Electric resistance EF0.95 b)Gas fired, natural
gas EF_____ 1O.Wall type and
insulation: o)Gas fired, LPG EF______ A, Exterior: d)Solar
system with tank EF_____ 1,Wood frame (insulation
R-va|wo) 1OA1, e)Dedicated heat pump with tank EF____ 2 Masonry (insulation R-
va|ue) 10AZ4,1 qHeat recovery unit HeutReu%_____ B, Adjacent: g)Other 1.
Wood frame (insulation R-
value) 10131 110__ 2. Masonry (insulation R-value)
10132.______ 16. HVACcredits claimed (Performance Method)
11 Ceiling type and insulation level
a)Ceiling fans u)Under attic 1la. 38,lL_
b)Cross ventilation bo b)Single assembly 11b, dWhole house fan
No o)Knee walls/skylight walls 11o' d)Mu|
dzonacooling credit g)Radiant barrier installed 11d,No_ e)Mu|hzoneheating
credit 0Programmable thermostat Yes Label required by Section R303,1.3
of the Florida Building
Code, Energy Conservation, if not DEFAULT certify that this home has complied with the Florida Building Code.
Energy Conservation, through the above energy saving features which will boinstalled before final inspection. Otherwise, anew EPL
display card will b | nae. Builder Signotum Date: 12Y12/2018 Address of
New Home: 3710 Hanworth Loop_
City/FL Zip: Sanford, FL
32773 11o1c20182*61enm energvGuuoeOUSA o.0/n(nev 1)'pmn°v2o/7raosmEdition (2u17)
Compliant Software Page 1*I
rA'DEL- AIR Manual S Compliance Report Job: LotlWensingtonReserv..
Date: 09-12-11
Entire House By: VMT
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Wen: WVVW.DEL-A1R.COM
For: RYAN HOMES, Lot 1 5KensingtonReserveSeagateFGRW
3710 Hanworth Loop, Sanford, FL 32773
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 27632 Btuh Entering coil DB.- 77.0°F
Outdoor design WB: 75.2°F Latent gain: 3517 Btuh Entering coil WB: 63.4°F
Indoor design DB: 75.0°F Total gain: 31149 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Sensible capacity: 30415 Btuh 110% of load
Latent capacity: 4351 Btuh 124% of load
Total capacity: 34767 Btuh 112% of load SHR: 87%
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 26957 Btuh Entering coil DB: 69.3°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32600 Btuh 121% of load Capacity balance: 36 'F
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Elec; strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 7.6 kW 96% of load Temp. rise: 50 'F
Meets all requirements of ACCA Manual S.
wrightsoft- 2018-Nov-21 14 50 36
11- 111-1-1-1 1-11, Right-SuitO) Universal 2018 18,0.31 RSU24020 Page 1
gateFGR\N\Lotl5KensingtonReserveSeagateFGRW.rup Cale = MJ8 House faces: W
Job: LotiWensingtonlReserv.. A,
DEL -AIR component Constructions Date: 09-12-11
am-w="m0w* Entire House By: VMT
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, Lot 1 5Kensi ngtonReserveSeagateFGRW
3710 Hanworth Loop, Sanford, FL 32773
Location:
Orlando Sanford, FL, US
Elevation: 56 ft
Latitude: 29'N
Outdoor: Heating
Dry bulb (T) 41
Daily range (T) -
Wet bulb (T) -
Wind speed (mph) 15.0
r, k 0=0
Indoor temperature ('F)
Design TD (T)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 ( M) Method
75 Construction quality
7.5 Fireplaces
Heating Cooling
70 75
29 18
30 50
2.5 38.7
Simplified
Average
0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain
fV Btuh/ft'-'F ft'-T/Btuh Btuh/ft' Btu h RuhV Btuh
Walls
13A-4ocs
13A-4ocs 2
13A-4ocs 3
16B-1 gad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int frish
Partitions
12C-Osw: Frin wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2`x4" wood frm, 16" o.c. stud
n 224 0201 4.1 5.85 1308 4.41 987
e 80 0201 4.1 5.85 466 4.41 351
s 369 0.201 4.1 5.85 2158 4.41 1628
w 54 0.201 4.1 5.85 315 4.41 238
all 726 0.201 4.1 5.85 4247 4.41 3204
n 184 0.201 4A 5.85 1076 4.41 812
e 56 0.201 4.1 5.85 325 4.41 245
all 240 0.201 4.1 5.85 1402 4.41 1057
n 24 0.201 4.1 5,85 140 4,41 106
e 88 0.201 4.1 5.85 513 4.41 387
w 16 0,201 4.1 5,85 94 4.41 71
all 128 0.201 4A 5.85 746 4.41 563
w 45 0.049 19.0 1.43 64 2.67 120
258 0.091 13.0 2.65 684 1.47 379
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=0.29); 50% drapes, medium, I e
ft overhang (5,25 ft window ht, 1.67 ft sep.); 6.67 ft head ht e
s
all
2A-2omd: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 12 ft overhang (8 ft
window ht, 0.17 it sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 9
ft overhang (5.25 it window ht, 0.08 ft sep.); 6.67 ft head ht
32 0.350 0 10.2 330 10.6 344
32 0.350 0 10.2 330 29.1 943
32 0,350 0 10,2 330 29.1 943
16 0,350 0 10.2 165 111 179
113 0350 0 10.2 1154 21.3 2410
48 0.620 0 18.0 866 17.2 827
32 0.350 0 10.2 330 10.6 344
wre ightsft- 2018-Nov-21 14:50:36 A11K
Right-Suiteg Universal 2018 18.0.31 RSU24020 Page I gateFC,
R\AALotl5KensingtonReserveSeagateFGRW,rup Calc=M,18 House faces: W
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 10 0.350 0 10,2 100 10.6 105
1/4" gap, 1/8" thk: NFRC rated (SHGC=0,29); 50% drapes, medium; I
ft overhang (3.2 ft window ht, 1,67 ft sep,); 6,67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 9 0.350 0 10,2 92 10.8 97
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (4.17 ft window ht, 1.67 ft sep,); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 26 0.350 0 10.2 262 29.1 748
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4.17 ft window ht, 3.33 ft sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 32 0.340 0 9,89 320 30,5 988
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.25 ft window ht, 1.67 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type w 24 0.390 0 11,3 272 12.1 291
n 18 0.390 0 11.3 203 12.1 216
all 42 0.390 0 11,3 475 12A 507
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2339 0,026 38.0 036 1770 1.42 3318
gypsum board i nt frish
Floors
22A-tpl: Bg floor, light dry soil, on grade depth 174 0,989 0 28.8 4993 0 0
wrilghtsoft-, 2018-Nov-21 14:50:36
1- -1111 - Right-SruteO Universal 2018 18.0.31 RSU24020 Page 2
gateFGRW\Lotl5KensingtoiiReserveSea,qateF7GRW.rup Cate =MJ8 House faces: W
ilell
l
Job: l.otl5KensingtonReserv... PCC?tteCt SummaryDEL -AIR J Y Date: 09-12-11
t = Aibf rrtx Entire House By: VMT
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, Lot 15KensingtonReserveSeagateFGRW
3710 Hanworth Loop, Sanford, FL 32773
Notes: RVSD MASTER 8-29-18 SRP
LS 11/21/18 JH
Desig-ri Information
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 °F Outside db 93 °F
Inside db 70 °F Inside db 75 °F
Design TD 29 °F Design TD 18 °F
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary
Structure 20469 Btuh
Ducts 6489 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 26957 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatingg Cooling
Area (ft2) 2034 2034
Volume (fts) 17393 17393
Air changes/hour 0.32 0.16
Equiv. AVF (cfm) 93 46
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Model GSZ140361 K
AHRI ref 201664258
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 36 °F
Backup:
8.5 HSPF
32600 Btuh @ 47°F
26 F
1160 cfm
0.043 cfm/Btuh
0.40 in H2O
Input = 8 kW, Output = 25865 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 19364 Btuh
Ducts 8268 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 27632 Btuh
Latent Cooling Equipment Load Sizing
Structure 2419 Btuh
Ducts 1098 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 3517 Btuh
Equipment Total Load (Sen+Lat) 31149 Btuh
Req. total capacity at 0.80 SHR 2.9 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN
Cond GSZ140361 K
Coil ASPT47D14A
AHRI ref 201664258
Efficiency 12.5 EER, 15 SEER
Sensible cooling 27840 Btuh
Latent cooling 6960 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.042 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ri, p( *' 2018-Nov-2114:50:36
Right -Suite@ Universal 2018 18.0.31 RSU24020 Page 1
agateFGRWll ot15KensingtonReserveSeagateFGRW.rup Calc = MJ8 House faces: W
4,,'DEL;A1R Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Vlkb: WWW,DEL-AIR.COM
Job: Led SKensingtonlReserveSe
Date: 09-12-11
By: VMT
I Room name Entire House Bdmi 3
2 Exposed wall 173.5 It 13,5 ft
3 Room height 8.5 ft 8.0 ft heat/cool
4 Room dimensions 13.5 x 13.5 It
5 Room area 2047.5 ft' 182,3 111
Ty Construction U-value Or HTM Area (ft°) Load Area (ft') Load
number Btuh/ftl-'F) Btuh1ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N P/S Heat Cool
6 ILG13A4ocs 0.201 n 5.85 4.41 256 224 1308 987 0 0 0 0
2A-2om 0,350 n 10.18 10,63 32 0 330 344 0 0 0 0
W 13A-flocs 2 0.201 n 5.85 4,41 184 184 1076 812 0 0 0 0
13A-flocs 3 0.201 n 5.85 4,41 72 24 140 106 0 0 0 0
1 2A-2omd 0,620 n 18.04 17,22 48 0 866 827 0 0 0 0
13A-40Gs 0.201 e 5.85 L41 112 80 466 351 0 0 0 0T---G 2A-2om 0.350 e 10.18 29.13 32 0 330 943 0 0 0 0
W 13A-4ocs 2 0,201 e 5.85 4.41 88 56 325 245 0 0 0 0
L--G 2A-2orn 0,350 e 10.18 10.63 32 32 330 344 0 0 0 0
W 13A-flocs 3 0.201 e 5.85 4.41 120 88 513 387 0 0 0 0
L-G 2A-2.. 0,350 e 1018 29,13 32 0 330 943 0 0 0 0
13A-4ocs 0.201 s 5,85 4,41 404 369 2158 1628 108 92 537 405
2A-2om 0.350 s 10AS 10.63 10 10 100 105 0 0 0 0
2A-2om 0.350 s 10,18 10,79 9 8 92 97 0 0 0 0
2A-2orn 0.350 s 10,18 11.08 16 12 165 179 16 12 165 179
13A-flocs 0.201 w 585 4.41 112 54 315 238 0 0 0 0
2A-2om 0,350 w 10A8 29.13 26 0 262 748 0 0 0 0
2B-2fm 0,340 w 9.89 30.52 32 0 320 988 0 0 0 0
T- 1D3A-flocs 3 0.201 w 5.85 4.41 40 16 94 71 0 0 0 0
11 DO 0,390 w 11.35 12.11 24 24 272 291 0 0 0 0
W 16B-19ad 0.049 w 1.43 267 45 45 64 120 0 0 0 0
Fj 1w 2C-Os 0*091 Z65 1L47 276 258 684 379 108 108 286 159 L-
D 1,DO 0.390 n 11.35 12.11 18 16 203 216 0 0 0 0 C
1613-38ad 0.026 0.76 1,42 2339 2339 1770 3318 182 182 138 258 F
22A-tpi 0,989 28,78 0.00 2048 174 4993 0 182 14 389 0 6
c) AED excursion 0 Al Envelope
loss/gain 17505 14667 1514 961 12
a) Infiltration 2963 916 223 69 b)
Room ventilation 0 0 0 0 13
1 ntemal gains: Occupants @ 230 6 380 1F0 0 Appliances/
other 240000 01 Subtotal (
lines 6 to 13) 20469 19364 1738 1030 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 20469 19364 1738 1030 151
Duct loads 1 3 2% 1 43%1 6489 8268 3 2% 1 43o/a 551 440 To
Totalroom load Total26957L 927632 1 228 8 469 Air
required (cfm) 1160 1160 fg 62 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 44
wwr*w"*awC'rt" 2018-Nov-21 14:50:36 OA451
Right-
SuiteO Universal 2018 18.0.31 RSU24020 Page 1 natel'
GRV\/\ Lot 1 5Kens ingtonRes erveSeagateF GRW. rup Calc=M,18 House faces: W
N,',jp,QELAIR Right-JO Worksheet
Vow 1 *01 VWw"""M Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone 407-333,2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lott Wen singto n ReserveSe
Date: 09-12-11
By: VMT
1 Room name Mstr WIC Mstr WC
2 Exposed wall 0 ft 3.5 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cod
4 Room dimensions 7.0 x 9.0 ft 7.0 x 3,5 ft
5 Room area 63,0 ft' 24.5 ft'
Ty Construction U-value Or HTM Area (W) Load Area (ft') Load
number Btuh/ft1-'F) Btuh/ft' or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool
6 t_G
13A-40cs 0.201 n 5,85 4.41 0 0 0 0 0 0 0 0
2A-2ona 0.350 n 10,18 10,63 0 0 0 0 0 0 0 0
W 13A-flocs 2 0,201 n 5.85 4.41 0 0 0 0 0 0 0 0
t--G
13A-4ocs 3 0,201 n 5,85 4.41 0 0 0 0 0 0 0 0
ii 2A-2omd 0.620 n 1& 04 17.22 0 0 0 0 0 0 0 0
t---G
13A-4ocs 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0
2A-2om 0,350 e 10,18 29.13 0 0 0 0 0 0 0 0
w 13A-4ocs 2 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0
1---G 2A-2.rn 0.350 e 10,18 10.63 0 0 0 0 0 0 0 0
w 13A-flocs 3 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0
1--G 2A-2.. 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0
13A-flocs 0.201 s 5.85 4.41 0 0 0 0 28 19 ill 84
2A-2om 0,350 s 1018 10.63 0 0 0 0 0 0 0 0
2A-2om 0,350 s 10.18 1Q79 0 0 0 0 9 8 92 97
2A-2orn 0,350 s Mia 11.08 0 0 0 0 0 0 0 0
13A-flocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2cm 0,350 w 10.18 29.13 0 0 0 0 0 0 0 0
2B-2frn 0,340 w 9.89 30.52 0 0 0 0 0 0 0 0
t-D
13A-flocs 3 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0
I IDO 0.390 w 11.35 12,11 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0
2C-Osw 0,091 2.65 1,47 0 0 0 0 0 0 0 0
T-D 11DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.76 1,42 63 63 48 89 25 25 19 35
F 22A-tpl 0.989 28.78 0.00 63 0 0 0 25 4 101 0
6 c) AED excursion 6 1
Envelope loss/gain 48 831 322 214
12 a) Infiltration 0 0 58 18
b) Room ventilation 0 0 0 0
13 1 ntemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 48 83 380 232
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 48 83 380 232
151 Duct loads 32% 431X 15 36 32% 43% 120 99
Total room load 63T 119 501 331
Air required (cfm) 3 5. 22 14
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
44-w MCr 2018-Nov-21 14:50:36
Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 2
gatel' GRM Lot 1 5Kens ington Res erveSeagateF GRW rup Calc = MJ8 House faces: W
WorksheetjiJob:
Lotl Wen sington ReserveSe QELAIRRight-M) T)" MMK'
I* ow"MM D Entire Houseate: 09-12-11By: VMT DEL -AIR
HEATING &AIR CONDITIONING 531
CODISCO
WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Vkb: VVVVVV,DEL-AIR.COM I Room
name Mstr Bthrm Mstr Bdrm 2 Exposed
wall 11.5 ft 31.0 ft 3 Room
height 8,0 ft heat/cool M ft heat/cool 4 Room
dimensions 1.0 x 101.5 ft 1.0 x 259.0 It 5 Room
area 101.5 ft' 259.0 ft2 Ty Construction
U-value Or HTM Area (ft') Load Area M Load number Btuh/
W-'F) Btuh/ft) or perimeter (11) Bt h) or perimeter (ft) Stuh) Heat cool
Gross N/P/S Heat Cool J_ Gross N(P(S Heat Cool 6 t_
G 13A-flocs
0,201 n 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om
0,350 n 10,18 10.63 0 0 0 0 0 0 0 0 W 13A-
flocs 2 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 t_G13A-
flocs 3 0.201 n 5,85 4.41 0 0 0 0 0 0 0 0 2A-2omd
0,620 n 18.04 17,22 0 0 0 0 0 0 0 0 T__G
13A-4ocs
0,201 e 5.85 4.41 0 0 0 0 112 80 466 351 2A-2orn
0.350 e 10.18 29.13 0 0 0 0 32 0 330 943 W 13A-
4ocs 2 0,201 e 5.85 4,41 0 0 0 0 0 0 0 0 L--G
2A-2.m 0.350 e 10.18 10.63 0 0 0 0 0 0 0 0 W 13A-
4ocs 3 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 L-G
2A-2.m 0,350 e 10.18 29.13 0 0 0 0 0 0 0 0 13A-flocs
0.201 s 5.85 4.41 92 82 480 362 136 136 795 600 2A-2om
01350 s 1018 10.63 10 10 100 105 0 0 0 0 2A-2om
0.350 s 10,18 10,79 0 0 0 0 0 0 0 0 2A-2om
0.350 s 10.18 11.08 0 0 0 0 0 0 0 0 13AAocs 0,
201 w 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om
0.350 w 10.18 29.13 0 0 0 0 0 0 0 0 2B-2fm
0.340 w 9.89 30.52 0 0 0 0 0 0 0 0 tI 3A-
4ocs 3 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0 11DO 0.
390 w 11.35 12.11 0 0 0 0 0 0 0 0 D W1613-
19ad 0,049 w 1.43 2.67 0 0 0 0 15 15 21 40 T-D
1 2C-
Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11DO 0,
390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-
38ad 0.026 0.76 1.42 102 102 77 144 338 338 256 479 F 22A-
tpf 0,989 28.78 0,00 102 12 331 0 259 31 892 0 6 c)
AED excursion 34 98 Envelope loss/
gain 989 5771 2760 2511 12 a)
Infiltration 190 59 544 168 b) Room
ventilation 0 0 0 0 13 1
ntemal gains: Occupants @ 230 0 0 1 230 Appliances/other
0 600 Subtotal (lines
6 to 13) 1179 636 3304 3510 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
1179 636 3304 3510 15 Duct
loads 1 32% 431/4 374 272 3 2% 1 43%1 10471 1499 1 Total
room load 1553 908 51 L 435115008Air required (
cfm) 67 187 210 Calculations aperoved
by ACCA to meet all requirements of Manual J 8th Ed, 4k- Vwr*
w1*'LftC'rt" 2018-Nov-21 14 50:36 Right-SufteO
Universal 2018 18.0.31 RSU24020 Page 3 gateFGRV,ALotl5KensitigtonReserveSeagateFGRWrup
Calc=MJ8 House faces, W
A11 )DELAIR Right-Right-JCSWorksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 V%k-b: WWW.DEL-AIR.COM
Job: Lotl Wen singto n ReserveSe...
Date: 09-12-11
By: VMT
1 Rootn name Dining/Family Laundry
2 Exposed wall 29.0 ft 0 ft
3 Room height 8.7 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1,0 x 697.6 ft 7.0 x 6,0 ft
5 Room area 697.6 ft' 42.0 W
Ty Construction Ll-value Or HTM Area (ft) Load Area (ft2) Load
number BtLjhlft-.F) Btuh/ft') or perimeter (ft) Btuh) or perimeter ift) Btuh)
Heat Cool Gross N/P/S Heat Cool1 Gross N/P(S Heat cool1
6 13A4ocs 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0
2A-2om 0.350 n 10,18 10.63 0 0 0 0 0 0 0 0
W 13A-4ocs 2 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0
T 13A-flocs 3 0.201 n 5.85 4.41 72 24 140 106 0 0 0 0
1 2A-2omd 0,620 n 18,04 17.22 48 0 866 827 0 0 0 0
T--G
13A-4oc 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0
2A -2om 0.350 e 10.18 29,13 0 0 0 0 0 0 0 0
W 13A-flocs 2 0.201 e 5,85 4.41 0 0 0 0 0 0 0 0
L G 2A-2.m 0.350 e 10.18 10.63 0 0 0 0 0 0 0 0
W 13A-flocs 3 0,201 e 5,85 4.41 120 88 513 387 0 0 0 0
L---G 2A-2.n, 0.350 e 10.18 29.13 32 0 330 943 0 0 0 0
13A-4ccs 0.201 s 5,85 4.41 0 0 0 0 0 0 0 0
2A-2om 0.350 s 10.18 10,63 0 0 0 0 0 0 0 0
2A-2om 0,350 s 10.18 1039 0 0 0 0 0 0 0 0
2A-2om 0.350 s 10,18 11.08 0 0 0 0 0 0 0 0
13A-flocs 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2om 0.350 w 10,18 29.13 0 0 0 0 0 0 0 0
28-2fm 0.340 w 9.89 30,52 0 0 0 0 0 0 0 0
t- 3A-4ocs 3 0.201 w 5.85 4.41 40 16 94 71 0 0 0 0
D 11DO 0.390 w 11.35 12.11 24 24 272 291 0 0 0 0
W 16B-19ad 0.049 w 1,43 2.67 15 15 21 40 0 0 0 0
q-D
12C-Osw 0.091 2,65 1,47 168 150 398 221 0 0 0 0
1 IDO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0
C 168-38ad 0.026 0.76 1.42 836 836 633 1186 42 42 32 60
F 22A-tp! 0,989 28.78 0.00 698 29 835 0 42 0 0 0
6 c) AED excursion 367 A3
Envelope loss/gain 4304 39201 32 16
12 a) Infiltration 511 158 0 0
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 5 1150 0 0
Appliances/other 0 6001
Subtotal (lines 6 to 13) 4814 5228 32 616
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4814 5228 32 616
15 Duct loads 32% 43% 1526 2232 32% 43% 10 263
Total room load 6341 746j0 42 879
Air required (cfm) 273 13313 2 37
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A.v 2018-Nov-21 14:50:36
Right-Suite8 Universal 2018 19.0.31 RSU24020 Page 4
agateFGR=Lot15KensingtonResei-veSeagateFGRW.iLip Calc = MJ8 House faces: W
Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEl.-A1R.GOM
Job: Lott Wensingto n ReserveSe
Date: 09-12-11
92111111111LUM
1 Room name Kitchen/Nook Bdrm 4/Study
2 Exposed wall 34.0 ft M5 ft
3 Room height 8.9 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 277.4 ft 13.5 x 10.5 ft
5 Room area 277.4 ft' 141.8 ft'
Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load
number Btuh/ft7-'F) Btuh/ft' or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
t---G
13A-40os Q201 n 5.85 4.41 0 0 0 0 84 68 397 299
2A-2om 0,350 n 10.18 10.63 0 0 0 0 16 0 165 172
W 13A-flocs 2 0.201 n 5.85 4,41 184 184 1076 812 0 0 0 0
13A-4ocs 3 0,201 n 5.85 4.41 0 0 0 0 0 0 0 0
1 2A-2omd 0.620 n 18,04 17.22 0 0 0 0 0 0 0 0
t---G
13A-4ocs 0.201 e 5,85 4.41 0 0 0 0 0 0 0 0
2A-2om 0,350 e 10.18 29.13 0 0 0 0 0 0 0 0
W 13A-flocs 2 0.201 e 5.85 4,41 88 56 325 245 0 0 0 0
1--G 2A-2. 0.350 e 1Q118 10,63 32 32 330 344 0 0 0 0
W 13A-flocs 3 0,201 e 5,85 4,41 0 0 0 0 0 0 0 0
L-G 2A-2.. 0,350 e 10,18 29.13 0 0 0 0 0 0 0 0
13A4ocs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0
2A-2om 0,350 s 10,18 10.63 0 0 0 0 0 0 0 0
2A-2om 0.350 s 10.18 10.79 0 0 0 0 0 0 0 0
2A-2om 0,350 s 10.18 11.08 0 0 0 0 0 0 0 0
13A-4ocs 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2om 0.350 w 10.18 29.13 0 0 0 0 0 0 0 0
2B-2fm 0.340 w 9.89 30.52 0 0 0 0 0 0 0 0
t 1 3A-flocs 3 0.201 w 5,85 4.41 0 0 0 0 0 0 0 0
11DO 0.390 w 11,35 12,11 0 0 0 0 0 0 0 0D
W 16B-19ad 0.049 w 1,43 2.67 15 15 21 40 0 0 0 0
T-D
1 2C-0sw 0'091 Z65 1.47 0 0 0 0 0 0 0 0
11DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 352 352 266 499 142 142 107 201
F 22A-tpI 0.989 28.78 0.00 277 34 979 0 142 11 302 0
6 c) AED excursion 218 48
Envelope loss/gain 2997 1722 971 625
12 a) Infiltration 593 184 174 54
b) Room ventilation 0 0 0 0
13 1 ntemal gains: Occupants @ 230 OT 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 3591 3106 1145 678
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3591 3106 1145 678
1 Duct loads 320% 43% 1138 1326 32%
431%
363 290
Total room load 4729 4432 1508 968
r requiredwnsell (_f.) 203 186 65 41
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
044- 2018-Nov-21 14:50:36
Right SuiteO Universal 2018 18.0.31 RSU24020 Page 5
gateFGRW\Lotl5KensingtonReserveSeagateFC,RVV,rup Calc=MJ8 House faces: W
AI I
Job: LotllWensingtonReserveSe,
A"MEL-Ag-orsee lM
M"w1EntireHouse Date: 09-
12-11 By: VMT
DEL -AIR
HEATING &AIR CONDITIONING 531
CODISCO
WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 "kib: WWW.DEI--AIR,COM 1 Room
name Btfirm 2 Bdrm 2 2 Exposed
wall 8,5 ft 32.0 ft 3 Room
height 8,0 ft heat/cool 8.0 ft heat/cool 4 Room
dimensions 9.O x 8.5 ft 14.0 x 13.0 ft 5 Room
area 76.5 ft' 182.0 ft' Ty Construction
U-value Or HTM Area (ft') Load Area (ft') Load number Btuh(
ft'F) BtUh/ft2) or perimeter (ft) Bt ih) or perimeter (ft) Btuh) Heat Cool
Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vff
13A-4ocs 0.201 n 5.85 4.41 68 68 398 300 104 88 514 387 2A-2om
0.350 n 10.18 10.63 0 0 0 0 16 0 165 172 W 13A-
flocs 2 Q.201 n 5,85 4.41 0 0 0 0 0 0 0 0 13A-flocs
3 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 1 2A-
2omd 0.620 n 18.04 17.22 0 0 0 0 0 0 0 0 t--G
13A-4ocs
0.201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om
0.350 e 10,18 29.13 0 0 0 0 0 0 0 0 W 13A-
flocs 2 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 L--G
2A-2.m 0.350 e 10,18 10.63 0 0 0 0 0 0 0 0 w 1--
G13AAocs
3
0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A-2.
m 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0 0.201
s 5.85 4.41 0 0 0 0 40 40 234 176 2A-2om
0,350 s 18 10.1810.63 0 0 0 0 0 0 0 0 TE 13A-4or,
s 2A-2orn
0.350 s 10.18 10.79 0 0 0 0 0 0 0 0 2A-2om
0.350 s 10.18 11.08 0 0 0 0 0 0 0 0 IL213AAocs 0.
201 w 5.85 4,41 0 0 0 0 112 54 315 238 2A-2om
0.350 w 10.18 29.13 0 0 0 0 26 0 262 748 2B-2fm
0.340 w 9.89 30.52 0 0 0 0 32 0 320 988 T-D
13A-flocs
3 0.201 w 5.85 4,41 0 0 0 0 0 0 0 0 1 IDO
0.390 w 11.35 12.11 0 0 0 0 0 0 0 0 W 16B-
19ad 0,049 w 1,43 2,67 0 0 0 0 0 0 0 0 2C-Osw
111DO 0.091 Z65 1.47 0 0 0 0 0 0 0 0 1-4) 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 16B-
38ad 0,026 0.76 1.42 77 77 58 108 182 182 138 258 F 22A-
tpl 0.989 28,78 0.00 77 9 245 0 182 32 921 0 6 c)
AED excursion 30 690 Envelope loss/
gain 700 379 2869 3658 12 a)
Infiltration 141 43 529 164 b) Room
ventilation 0 0 0 0 13 Internal
gains: Occupants Q 230 0 0 0 0 Appliances/other
0 0 Subtotal (lines
6 to 13) 841 422 3398 3822 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
841 422 3398 3822 15 Duct
loads 3 2% 43% 267 180 3 .1 43%1 1077 1 1632 Total room
load Total 1107603 4 475 5454required (cfm)
48 25 19 193L 2299 Calculationsapproved
by ACCA to meet all requirements of Manual J 8th Ed. 44-v
2018-Nov-21 14:50:36 Right-SuiteO
Universal 2018 18,0,31 RSU24020 Page 6 gateFGRW\Lot15KerisingtonReserveSeagatel-
GRW.(up Cale = M,18 House faces W
f
w" Job: Lott SKen sin gtonReserv..
DELAIR Duct System Summary Date: 09-12-11
Entire House By: VMT
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, Lot 1 5Kens ingtonReserveSeagateFGRW
3710 Hanworth Loop, Sanford, FL 32773
External static pressure
Pressure lasses
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
0.242 in/ I 00ft
1160 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.242 in/ 1 00ft
1160 cfm
141 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
Bdrm 2 c 5454 193 229 0.287 8.0 Ox 0 VlFx 33.4 85,0 st2
Bdrm 3 h 2288 98 62 0.455 6.0 OX0 VlFx 43 70.0
Bdrm 4/Study h 1508 65 41 0.319 6.0 OX0 VlFx 21.5 85.0 st2
Bthrm 2 h 1107 48 25 0.306 4.0 OX0 VlFx 26.3 85.0 st2
Dining/Family c 2487 91 104 0.242 6.0 OX0 VlFx 40.3 100.0 st3
DiningtFamily-A c 2487 91 104 0.242 6.0 Ox 0 VlFx 40.6 100.0 st3
Dining/Family-B c 2487 91 104 0.307 6,0 Ox 0 VlFx 25.8 85.0 SO
Kitchen/Nook h 2365 102 93 0.293 7.0 OX0 VlFx 30.9 85,0 st2
Kitchen/Nook-A h 2365 102 93 0.281 7.O Ox 0 VlFx 35.9 85.0 st2
Laundry c 879 2 37 0.451 4.0 OX0 VlFx 5.4 70.0
Mstr Bdrm c 5008 187 210 0.247 8.0 Ox 0 VlFx 37.4 100.0 st3
Mstr Efthrm h 1553 67 38 0.311 5.0 Ox 0 VlFx 24.4 85.0 stl
Mstr WC h 501 22 14 0.314 4.0 OX0 VlFx 23.3 85.0 stl
Mstr WIC c 119 3 5 0.315 4.0 OX0 VlFx 23.0 85.0 stl
Supply Trunk Detail Table
Trunk Htg Cig Design Veloc Diarn H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AVF 369 419 0.242 534 12.0 0 x 0 VinlFlx SO
SO Peak AVF 551 580 0.242 543 14.0 0 x 0 VinlFlx
st2 Peak AVF 509 481 0,281 476 14.0 0 x 0 VinlFlx
wrighitsoft- 2018-Nov-21 14:50 37
Right-Suitel), Universal 2018 18.0,31 RSU24020 Page I
g,teF GRW\ Lot 1 5Kens ington Res erveSeagatef W-GR.rup Cale = MJ8 House faces: WA& .9
Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk
rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx
wrightosft-,
Right -Suited Universal 2018 18.0.31 RSU24020
agateF GR M Lot 1 Wens ingt onR eserveSeagateF GRW. rup Calc = M,18 House faces: W
2018-Nov-21 14 50:37
Page 2
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
I 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)
LJ 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)
11 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandato!j Requirements for Residential Performance, PrescriEtive and ERI Methods
7 3710 Hanworth Loop Permit Number: 77 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.
j R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402,4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal enveld-pe. building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1,2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordanceElwiththemanufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction, Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402,4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553,993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i) or
an approved third 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.
F-1 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 leakag(VVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0,5 ofm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAIVA/ WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
oR402,4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air toopencombustionfuelburningappliances, 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:
Direct vent appliances with both intake and exhaust pipes installed continuous to the Outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1 Controls.
SECTION R403 SYSTEMS
F-] R403A .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system,
F-1 R403,11 .3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load,
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2,9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3,3.
R403.3.2.1 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,
0 R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test,
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official,
FIR403.3.5 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 3'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403,5. 1, 1, Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1,2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 5151 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy,
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MANDATORY REQUIREMENTS - (Continued)
R403.5,5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403,5.6.1.1 Automatic controls, Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60'C).
ElR403.5.6.1.2 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.
El 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,
F-1 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 FIVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
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.
1 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 aAIRFLOW
CFM/WATT)
RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfmfwatt Any
For SI: I cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
o 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.
El R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section 134037.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
ElR403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4VC).
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spasF-1 shall be in accordance with Sections R403.10.1 through R403.10.5.
EJ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset scheduleElshallbeinstalledforheatersandpumpmotors. 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.
0 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 thermalEJefficiencyof82percentforheatersmanufacturedonorafterApril16, 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.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum GOP 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 (MandatorYhe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps,
Exception: Low -voltage lighting,
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights,
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lott 5KensingtonReserveSeagateFGRW Builder Name: RYAN HOMES
Street: 3710 Hanworth Loop Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691000 ui
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed,
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed, with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation, maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
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
extend behind pil;I*ng 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 s rinkler cover olate5 ana walls QL cQH nos,
In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
11121/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: 691000
Builder: RYAN HOMES
Address: 3710 Hanworth Loop
City: Sanford
Community:
Permit #.-
State: FL
Lot: 15
Zip: 32773
x 60 + 18916 Method for calculating building volume:
CFM(5T) Building Volume ACH(50)
0 Retrieved from architectural plans
1:1 PASS 0 Code software calculated
El When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated
must be verified by building department,
R402.4.1.2 Testing. 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 Statues. or individuals licensed as set forth in Section
489,105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed,
5. 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.
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester:
Printed Name of Tester:
License/Certification #:
Date of Test:
Issuing Authority:
11/21/2018 2:46:51 PM EnergyGauge(D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
4PX42 AIC SLAB
By MAR MIN
2' FROM WILL
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230 _
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6
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@240vzPH
NOTE TO BUImERiMUST PROVIDE UNRESTRICTED
I INCH UNDERCUT ON DOORS TO xAaoAL ROOMS
rr^n Fauc+ ruls sized In compliance with
Florida Residential o"xmmg cuue-m1602.* balanced
return air. sxcsprzows
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duct has an r=6 |nsu(uf|nn vo\ue.
Application Inquiry - Fees 12:01:33
Application number: 18 00004757
Property . . . . : 3710 HANWORTH LP
Fee
Class/Type/Description Trans amt Amt due
A AF 01-APPLCTN FEE -BUILDING 25.00 25.00
A BR 01-BLDG,PLAN REVIEW 225.00 225.00
Credit fees due: .00
Revenue fees due: 250.00
Press Enter to continue.
Total due: 250.00
F3=Exit Fll=Change view F12=Cancel F10=Amt billed
CITY OF SANFORD
CUSTJMER RECEIPT
her; PLANDA Type; OC Drawer; IDate: 12/14/18 01 Receipt no: 45487
Year Number Afsount
2018 4757
371@ H4HWO1`TH LP
SANFORD, FL 32773
PP BUILDING PERMIT RECEIPTS
P 0'00
TendpT detail
CK CHELK
Tnf;kl f01147'04
Total Davm nf
Traps Ala+r44 IP/14/1a
Struct Permit Insp
Bottom
J...
IWCD
2
r r
v {/yr,--
3 144
4
1146 G
K 4ki
sdw- 6"-
DESCRIPTION AS FURNISHED: Lot 15, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, F/orido,
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
iff
LOT 14
BRISSON A VENUE
150' Rlw)
1.00' NON —VEHICULAR
EASEMENT S 00019'09" E
75. 00'
PROPOSED
T.
7 — — — — — — — — — — —
29, 50
LOT 15
12.50'
29.0' --- 22.50' —
b
06 LANAI
12.50' —,
1.0
PROPOSED RESIDENCE
MODEL: SEAGATE-F
3 CAR GARAGE RIGHT
Q,
0U)
ENTRY
5. 0,
O
12,50, 14.0, 161,
WALK
26.59' 25,
J. 5'x3.5'
AC
12.50'
10,0
12.50'
T,
210
2 7.2'
DRIVE
25.50' 26,15'
12.50'
5' CONC. WALK
S 00*19'09 " E
75. 00'
CCU,aURB
22 4'
HANWORTH LOOP
50' PRIVATE ROAD)
11,a` 65.06'
0 P, c
PLOT PLAN ONLY NOT A SURVEY
PROPOSED : FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS E L ING SETBACKS: A,- fURN/;HQ
PER DRAINAGE PLANS IMPERVIOUS COVERAGE - 3,535± SQUARE FEET OR 3,9.,3/- FRONT 2
PROPOSED DRAINAGE FLOW LOT CONTAINS 9,000± SQUARE FEET REAR 20
LOT GRADING TYPE A
V
I WALK ON-32± SQUARE FEET SIDE - 5' FOR 40' LOTS
WALK OFF-300& SQUARE FEET SIDE - 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 26J' DRIVE ON-653± SQUARE FEET SIDE - 10' FOR 75' LOTS
DRIVE OFF(APRON)-142± SQUARE FEET SIDE STREET =- 25'
CRVSF-k,V'z,27 ASSOC, IYC -- LAAIT SUR[IT YORS
LEGEND
p PLAT PIETZ POINT ON LINE0
5400 E. COLONIAL OR, ORLANDO, FL. 32607 (407)- 277-32,32 FAX (407)-658-14-36I31
IR
FIELDWON PIPE
IRON ROD IYF" PR C, P41C TYPICALPOINTOf REVERSE CURVATURE
COWOUNEPOINTOr 'C,,ATV,,
NOTES'
I, THE UNDERSIGNED DOES HEREBY CERTIFY ThAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD ()v
C,! Sj, R CONCRETE C MONUMENT PAD, RADIAL PROFESSIOW SURVEYORS AND MAPPERS IN CHAPTER J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT To SECTION 47Z027, FLORICA SFATuE5S
REC,
Ile' 10 /VLB 4596 MR, NON -RADIAL 2 UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY "AP OR COPIES ARE NOT VALID.
PrR POINTPOINT BEGINNING vp. CAL WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHTO TO THE SURVEYOR, THERE MAY BE OTHER RESTRICI!ON,
P.C.C.POINT OrOF COMMENCEMENT PAX CALCVLATCDPERMANENT REFERENCE MONUMENTC
OR EASEMENTS THAT AFFECT THIS PROPERTY.
4. NO UNDERGROUND IMPROVEMENTS ItAVr BEEN LOCATED UNLESS OTHERWISE SHOWN. CNENTERLINEAILLDISK I F, B.SL. OR C DVATIONFINISHEDFILESETBACKBUILDINGSETSLINE 5, THIS SURVEY IS FREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON By ANY OTHER EnDryRNSDSVESMTRIGHT-OF-WAY WAY
EASEMENT
S.M. BENCHMARK 6, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES,
DRAIN. DRAINAGE
B.B. BASE BEARING 7, BEARINGS. ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN aASE BEARING (9.0.) AS
UTIL. U TILITY 8, ELEVATIONS, IF SHOWN, ARC BASEDO'j NATIONAL GEODETIC VERTICAL DATUMOF 1929. UNLESS 0 THERW ISE AT 0 TEO,
CL YC CHAIN LINK FENCE 9. CERTIFICATE OF AUTI'ORIZATION N.. 4596.
WDFC.
C/B
WOOD FENCE
CONCRETE BLOCK
PC PU v0 CU VATURE SCALE •20 —t DRAWN BY.'
P IDI:SC POINTN OF TANGENCY
DESCRIPTION CERTIFIED By, 5A'
No.
RADIUSARCLENGTH PLOT PLAN 11-29-2018 7727-18
C DEACHORLTD ROOSED PLOT PLAN (MOVED AC) 12- 11-2018C4CHORDBEARING
NORTH
THIS BULLRING/PROPERTY DOES NOT UE WITHIN I 'V"* : V
LTHEFSTAULISHEOTOOYEARFLOODPLANEASPERGRUIE
ZONE "X
Imcsll
W. SCO . R.L.S # 4801MAPj121170009OF (09-28-07) W "01
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461 -R3
Sliding Ply Gem 4780 SGID 14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Certain"reed Corp. Certain"Feed Asphalt Roofing Shingles 5444 - R12
Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Descry' tion
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. SkylWhts
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Enqjneered Lumber
Railin...._
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
As
slow
T R U'S 5 IE 9
A FLORIDA CORPORATION
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
I N ES E I NETuZ)
BUILDER: RYAN HOMES
PROJECT- KENSINGTON RESERVE
MASTER#: WRCSG4FG9
OPTIONS: 3 CAR GARAGE::9-4 CLG
Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3
AorA-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSG4FG9 A-1 Roof Trusses
JOB #74397 4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: SEAGATE v4 "F"
Address: LOT #15 Subdivision:
City: County: VARIES 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: FBC2017fTP12014 Design Program: MiTek 20/20 8,1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 0.0 psf
This package includes 56 individual, dated Truss Design Drawings and 16 Additional Drawings,
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31,003,section 5 of the Florida Board of Professional Engineers Rules.
N,lo. Seal# Truss Name Date
1 A0038194 A09F 5/16/18
A0038195 A10F 5/16/18
3 A0038196 A10FS 5/16/18
4 A0038197 A11F 5116/18
5 A0038199 A11FG 5/16/18
6 A0038200 Al2F 5/16/18
7 A0038201 Al2FG 5/16/18
8 A0038202 A13FG 5/16/18
9 A0038203 A13HF 5/16/18
10 A0038204 A14FG 5116/18
11 A0038205 A14HF 5/16/18
12 A0038206 A15HF 5/16/18
The Iniss drawing(s) referenced have been prepared I
Ltd.
Truss Design Engineer's Name: Anth
My license renewal (late for the state of Florida is F
No. - Seal# Truss Name—, Date
13,_ A0038207 A16HF 5/16/18
14 A0038208 C01FG
yY
5/16118
15 A0038209 CO2FG 5/16/18
16 A0038210 CO3FG 5/16/18
17 A0038211 Cil 5/16/18
18 A0038212 CJ1F 5/16/18
19 A0038213 CJ1FG 5/16i18
20 A0038214 CJlFP 5/16/18
21 A0038215 CJ3AF 5/16/18
22 A0038216 CJ3F 5/16/18
23 A0038217 CJ3FG 5/16/18
24 A0038218 CJ3FP 5/16/18
y MiT(,k Industries, Inc. under my direct supervision ba
ony Tombo III
ebruary 28,20119.
No. Seal# Truss Name Date
25 A0038219 CJ5AF —,5/16/18—
26 A0038220 CJ5F — 5/16/18
27 A0038221 CJ5FG 5/16/18
28 A0038222 GJ5FP 5/16i18
29 A0038223 D05F 5/16/18
30 A0038224 D06F 5/16/18
31 A0038225 D07F 5/16/18
32 A1031223 E06 5/16/18
333 A00 838227 E09 5/16/18
34 A0038228 E10 5116/18
35 A0038229 Fil 5/16/18
36 A0038230 GOI F 5/16/18
d on —the pararineters, provided by A-1 Roof Trusses,
NOTE:The seal on these drawings indicate acceptance of professional o T T 04"
1
engineering responsibility solely for the truss components shown. 0
The suitability and use of components for any particular building is the responsibility of the .
1 '
0N .. N
N . '
building designer, per ANSI/TPI-1 Sec. 2. .*
The Truss Design Drawing(s)(TDD(s]) referenced have been prepared based on the to 00033"
construction documents(also referred Loattimes as"Structural EngineeringDocuments') provided
by the Building Designer indicating the nature and character of the work. The
design criteria therein have been transferred to Anthony Tombo III PE by (All Roof 10 Trusses
or specific location). These TDDs (also referred to at times as 'Structural ag
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 DN T-
1-1-1f-, Engineer), the seal here and on the TDID represents an acceptance of profession (,N 111111 YT T., 11 nlhoyKT. Tombo 111 0, W, engineering
responsibility for the design of the single Truss depicted on the Too on y, e I A I I S
Building
Designer is responsible for and shall coordinate and review the TDDs for 5A6is 1 compatibility
With theirwritten engineering requirements. Please review all TDDs and all oill PE related
notes. S
L
T _,ERIAI 4- 3B
8C A2 2100 00 GO 00 4C 12 87 DF Page
1 of 2
Lumber design values are inaccordance with ANS|/TP| 1-20O7seoiun83 1
ROOFThesoimuadosignu*4yon|umbarva|uoaasiaWishedhyo~ ~` MTR0NSSES
rumm^
CORPORATION RE:
Job VVRCS(}4FG0 No.
Seal # Truss Narrie Date Page
2 of 2
Job '"truss !Truss Type iOty Ply i
A00381 94!
WRGSG4F(',9
i
A09F (Common 12 1
Job Reference (optional)
At Root Trusses, Fort Pierce, I'L 34946, dosirin(§ba I truss corn Run 8 120 9 Nov 12 2017 Print 8.120 s Nov 12 2017 Mil ek lndusv,es, Inc. Wed May 16 14 40 44 2018 11 1
ID Uun)EBPzQXokuwJ2PSW?E2TyuPlti-MEWzO6zzsSqWs9edj(jjSsMesyu25rilliNj,%R?GFz
IVI
FI
1-0- 12 6-5-13 11-10-9 19-11-4 27-11-15 33A-1 1 39-10-8 40-11-4
1-0-1i Ii i26-5-13 5-4-12 8-0-11 8-0-11 5-4-12 6-5-13 1 0_12
50o!12
5x6
6
Dead Load Den. -- 1/4 in
18
11 191b 20
15
1 142" 113
12
6x6
3x4 3xh
3x8
3x6 3x4
6X6
10-0-2 19-11-4 29-10-6 39-10-8
10-0-2 9-11-2 9-11-2 10-0-2
Plate Offsets (X,Y)-- [2:0-2-0,0-1-12]z [10:0-2-0,0-1-12]
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) lidefl l_/d PLATES GRIP
TELL 20,0 Plate Grip DOL 1,25 TC 0,67 Vert(LI_) 0.26 13-15 999 360 M T20 244/190
f`CDL 10,0 Lumber DOL 1,25 BC 0.99 Vert(CT) 0.50 13-15 956 240
BOLL 0,0 Rep Stress Incr YES WB 0.99 Horz(C 1-) 0,13 12 n /a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 226 In FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 'Except' WEBS
B2: 2x4 SP No.2 6-15=-586/986, 7- 113=-693/569,
WEBS 2x4 SP No,3 7-13=-3/321, 5-15--693/569,
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-10
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
I Row at rnidpt
7-15, 5-15, 3-18, 9-12
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS, (lb/size)
18 1656/0-7-4 (min, 0-1-15)
12 = 1656/0-7-4 (min. 0-1-15)
Max Horz
18 IOI(LC 13)
Max Uplift
18 397(LC 12)
12 397(LC 13)
Max Grav
18 1656(LC 1)
12 = 1656(LC 1)
5-17=-3/321, 3-18----228711372,
9-12=-2287/1372
NOTES-
1) Unbalanced roof live loads have been
considered for this design,
2) Wind: ASCL 7-10 ' Vult= 1 50rnph (3-second
gust) Vasd= 1 16n)ph; TCDL=5.0p-,f:
BCDL=S,Opsf, h= 1511; Cat. 11, Exp C; Encl.,
GCpi=0,18; MWFRS (envelope) and C-C
Fxtonor(2) zone, cantilever left and right exposed
end vertical left and right exposod,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 nonconcurfent with any
other live loads,
4) 'This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL - 10.Opsf.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 18=397, 12-397.
FORCES. (lb)
Max. Comp,/Max. Teri, - All forces 250 (lb) or less LOAD CASE(S)
except when shown, Standard
TOP CHORD
2-3=-372/341, 3-4=-251111606,
4-5=-2397/1625, 5-6=-1947/1364,
6-7=-1947/1364, 7-8--2397/1625,
8 -97--2511/1606, 9-1 0= -372/341
2-18---3941426, 10-12-394/426
BOTCHORD
17-18=-1331/2234, 17-19=-1218/2220,
16-19=-1218/2220, 16-20---1218/2220,
15-20= 1218/2220, 15-21=-1214/2220,
14-21=-1214/2220, 14-22=1214/2220,
13-22=-1214/2220, 12-13"--1319/2234
WEBS
6-15=-586/986, 7-15=-693/569,
U ri t+ "". 1x % 1 C!"';r A s 'WA', UNIA, NA k_QflNll ,;ii;dlfIA 'ne. v A, My 'v',vi"' all ,A o, N 'Ml ev-' ft"4 't C
9tr 10'n 1r, k Ff i, E+*11 1d of q-" -0. 1 It", (111'11-s luri ii, t1V i, "t,,l i, 1, 11'* At IAIIE 114
1ro 0- A q- I "I I"Iflu 4,"' N. w", t 1, 1 .4 ft, o i 4-* W M J A- lw4 W'.j 1st 'W k a"j"
c 1, P, "'.1 Oon 0i4j 'n" Vl$ plkte q I sh A "N o t." It I 0-;fie 0 t I q- A 1". Chf." flft4r' :'A'
vt'P"s - *'nj '11 "i0q ",'j, v 'j'rv' i.Nj M'v'H!10- '04"Wii I Z BIN"! iti,
P.
Job !Truss Truss Typo joty Ply
A00JO
WRGSCAFG9 A101- Hire
Job Reference (optional)
Al Roof T m5Fes, fort Mel ce, F1, 34946, design( altrt'ss Born FR.. 8 120 s Nov 12,2017V'nnt it 120 s Nov 12 2017 MiTek Industries, Itic Wed May Ili 14 40 45 2018 flags I
ID)uriiF[IPZQXokuwJ2P,'iW?F2TyuPlli-rQ4tcS.,bdniyNtJ,JDpileFtiPaA oHSaVloXxWRZohzFv'G t
20P 11 4 1
0-12 723 134 13 18 11-4 19 1 14 26-5-11 32 8-5 39-10 8 it)- I 1 4 1 -0-
1'2 7-2-3 6 2-9 S 6' 7 1 0-6 S6_/ 6-2-9 7-2 3 1 0 12 I 0_
0 3x6 ii
Dead Load
Defl, = 3/16 in 5 1
3x600 1123X6I20
19
18
21 17 22
16
15 14 6X6
3x6 =
3x4
3X8 3x4
3x6
20-11
4 105-1
18 11-4 1 39 10-8 10-5-
1 1 8
6-
3 f1_3 10-5-1 1-0-
0 Plate Offsets (
X,Y)-- t20-3-0,0-1-12], [6:0-3-0,0-2-4], t8:0-3-0,0-2-41, 1 12:0-
3-
0,0-1-12] 1 LOADING (psf)
SPACING-
2-0-0 CS1. 1 DEFL. in (
loc)
Weft Ud TOLL 20,0
Plate Grip DOL 1 25 rc 0,85 Ved(U-) 0-28 17-19 999 360 TCDL 10.0
Lumber DOL 1.25 BC 0,65 i Ved(C 1) 0,51 19-20 930 240 13CI-L (f()
Rep Stress Incr YES i WB 1,00 I iorz(C F) 0,12 14 n/a n/a BCDT, 10,0
Code FBC201 71rP12014 Matrix -MS LUMBER - TOP CHORD
2x4
SP No,2 BOY CHORD 2x4
5T' M 30 WEBS 2x4 STI
No-3 BRACING - TOP CHORD
Structural
wood sheathing
directly applied or 2-8-14 oc puffins, except
end verticals. BOY CHORD Rigid
coiling directly
applied or 6-2 -10 oc bracing. WEBS I Pow
at
m0pt 5-17, 9-
17,3-20, 11-14 MiTok recommends that
Stabilizersand required cross bracing
be installed during truss erection, in accordance
with Stabilizer Installation guide - REACTIONS. (
Ib/size)
20 = 1656/0-
7-4 (min, 0-1-15) 14 1656/0-
74 (ruin.0-1-15) Max Holz 20 =
95(LC
13) Max Uplift 20 =
390(LC
12) 14 = 390(LC
13) Max Grav 20 =
1656(l-
C 1) 14 = 1656(LC
1) FORCES, (II)) Max,
Comp./Max.
Yen. - All forces 250 (1b) or loss except when shown.
WEBS 3-19-
116/
283, 5-19=-115/383, 5- 17=-620/514,
9-17=-6201515, 9-15=- 115/383, 11 -15---116/
283, 3-20- 2291/1361, 11-14=, 2291/
1360, 7-17=-646/11052 NOTES- 1) Unbalanced
roof live loads have
been
considered for this design. 2) Wind: ASCE
7-10; Vult-150iriph (
3-socond gust) Vasd=1 16inph, VCOL=5.0psf,
BCDL=fj,0psf; If= 1 5ft' Cat,
11, lExp C ' Encl., GCpi=O, 18, MWFRS (envelope) and C-
C Exterior(2) zone, cantilever left and fight
exposed end vertical loft 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
pondinq. 4) This truss has been designed
for
a 10,0 Tisf bottorn chord live load nonconcurrent with any
other live loads, 5) * This truss has
been designed for
a live load of 20,Opsf on the bottorn chord
in all areas where a rectangle 3-6-0 tall by
2-0-0 wide will fit between the bottorn chord and any other members,
with BCDL = 10.Opsf. 6) Provide mechanical connection (
by others) of
truss to hearing plate capable of withstanding
100 lb uplift at joint(s) except (jt=
lb) 20=390, 14=390. TOP CHORD 2-3=-405/371, 3-
4=-2494/
1600, 4-5=-2419/1622,5-6=-1926/
1368, LOAD CASE(S) 6-7 -,-1714/1326, 7-8--171411326,
Standard 8-9- 1926/1368, 9-10--2419/1622, 10-11=-
2494/1600, 11-12=-405/371, 2-20=-
412/445, 12-14-----412/446 BOT CHORD
19-20= -1349/2280, 18 -19= -1121/2116,
18-21-
1121/2116, 17-21=-1121/2116, 17-22=-
1 118/2116, 16-22=-1 118/2116,
15-16=-1118/2116, 14-15=-1338/2280 WEBS 3-
19=- 116/283, 5-19=- 1 15/383,
5-
17=_620/514, 9-17= -620/5 15, 6x6
PLATES GRIP MT20 244/190 Weight: 228 In FT --
101%
C;'V;
s 'iV zrQqjl
09 'j! I: r i':&
d'„ W aqal A"A "-1 16" 1 j,' rf W," '" - '- 't' Sr 004au 4, 1"'(1 y o 14 .1*T '111 j ", lt V' 1.
1 A 14 4 0' ' 0
tl rs a 8'083 ft'T+ H V'1"" e'
t'
it"j ' i ' ", . "" "
e 1 o-odtoi t' A .1 F'-4 It d! m'
j i " i '." t' "n 1 11, 1'4'1 J#' " I M i 4 1,,! ,t b! it Lja ji, f, 41, l'
ith) j) ? r I
t A I
bd Basses A. It, "y I I '.b it[ P i R'p, m go'o 0 It, k"wil 'i, 'mf f0m n P'O'bo,f Ifif writlea Pow 1' 'o A I R"'f i t.es 40h., I I o'n, 11, P i
Job 'Truss, Truss Type City Ply
A0038196
1 WRC SG4FG9 AIOFS Flip
Job Reference (optional)
At Root Inisses, Fool Pierce, Fl- 34946, destgn((Palruss'corn Rung 8 120 s Nov 12 2017 Print 8A20 S Nov 122017 Mil ek Industries, Inc Wed May 16 14 40 46 2018 Page I
ID igpjYE3xtjP8oBiIH6PrSYazz2of-Jcekpo_D044E5To?rjlwxnj9chotiEC?,qAAw6K7zFvXF
21-0-1
7-3-2 135-10 19-0 1 m 0-1 26-6-8 32-9-1 39 11-5 At 0o
132 629 56 7 1-06 56-7 6-2-9 7-2-3 11-0-12
1-0-0
U6 li
Dead Load Oon. = 114 in
5 00! 12 3x6
3x6
r 6
3x6 c
3x4
4
3
4x6
2
3x4
3x6
4x4
Z'
10
4x4 \2 0 // ---
I
14Y11
4x6 I
X
W11
17'
19
18 20 17 21
16
22 15 23 14
13
6x6
3x4 4x6
Us
4x6 r.. 3x4
6x6
210-1
0-5-15 19-0-1 2-0-1 29-6-4 39-11 5
8f 8-6-3 10-5-1
0-0
Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [7:0-3-0,0-2-41, [11:0-3-0,0-1-121
LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc)
TOLL 20.0 Plate Grip DO[- 1.25 TC 0,85 Vert(LL) 0F28 16-18
TCDL 10.0 Lumber DOL 1.25 PC 0,66 i Vert(CT) 0,53 18-19
BCLL 0,0 Rep Stress Incr YES WB 1,00 i Hory(C-F) 0,12 13
BCDL 10,0 Code FBC2017rTP12014 Matnx-MS
LUMBER -
FOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP M 30 WEBS
WEBS 2x4 SP No.3 2-18=-140/302, 4-18=-1 301:196,
BRACING- 4-16=-627/517, 8-16=-620/514,
TOP CHORD 8-14= 114/382, 10-14-- 116/283,
Structural wood sheathing directly applied or 2-9-3 2 19=-238111473, 10-13=-229811364,
oc pudins, except end verticals, 6-16=-648/1049
ROTCHORD
Rigid ceiling directly applied or 6-1-15 oc bracing, NOTES -
WEBS 1) Unbalanced roof live loads have been
I Row at rTlidpt considered for this design
4-16, 8-16, 2-19, 10-13 2) Wind: ASCE 7-10 ' Vlllt- 1501 nph (3-second
MtTek recommends that Stabilizers and gust) Vasd= 1 16mph, TCDL=5,Opsf,
required cross bracing be installed during truss BCDL=5.0psf ' h=15ft; Cat. 11; Exp C. Encl.,
erection, in accordance with Stabilizer Gcpi=0,18, MWFRS (envelope) and C-C
Installation guide, Exterior(2) zone; cantilever left and right exposed
REACTIONS. (Ib/--ize)
19 = 1 585/Mechanical
13 = 1660/0-7-4 (rnin,0-1,15)
Max Herz
19 = 104(LC 13)
Max Uplift
19 36 1 (LC 12)
13 390(LC 13)
Max Grav
19 = 1585(LC 1)
13 1660(LC 1)
end vertical left and right exposed,G-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,
I/dofl L/d PLATES GRIP
999 360 MT20 244/190
905 240
n/a n1a
Weight: 227 lb FT = 10%
FORCES, (lb) 6) Refer to g4der(s) for tn,j-,s to truss connections.
Max. Comp./Max. Ton. - All forces 250 (lb) or less 7) Provide mechanical connection (by others) of
except when shown, truss to bearing plate capable of withstanding 100
FOP CHORD Ih uplift at joint(s) except (jt=lb) 19-361, 13-390.
1-2=-350/278, 2-3=-252111616,
3-4=-2432/1638, 4-5=-1 93411373,
5-6--1722/1331, 6 7=-1722/1331, LOAD CASE(S)
7-8=-1934/1374, 8-9=-2427/1627, Standard
9-10=-2502/1605, 10-11=-405/371,
1 19=-304/292, 11-13=-412/446
BOT CHORD
18-19=-1372/2319, 18-20=-1126/2129,
17 20=-112612129, 17-21=--1126/2129,
16-21 =-1 12612129, 16-22=- 1121/2123, 15-22=-112112123,
15-23=-1121/2123, 14-23--1121/
2123, 13-14--1341/2287 WEBS 2 18= -
140/
302, 4-18-- 130/396, 1,3 "4Y,
Q9y < rN,
Job !Tiuss 'Tross Type
i
A11F Hip
Ai Pool Trusses, Fort Pierce, Fl- 34946,d(,siqn a1(njssc0,n
0-12 9-0-8 16-11-4
1 -0- t2 9-0-8 7-10-11
5.00 12
3x4
4x6
3 4
Oty i Ply
A003819/!
Job Reference (optional)
Run- 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek industries, Inc Wo(l May 16 14 40 47 2018 Page 1IDUuttiFBPZQXokuWJ2P5W'E2]-YLJPltl-n[)C618?r9NC5jdNBOlG9U?Gly!i42zilpPqgftZzFvXF1t22-11-4
i 30-10-0 39-10-8 40-111-4
6-0-0 7-10-11
1
9-0-8 1 1 -0-f 2
5X8
5X6
5 6
11
13
5X6
17:
18 17 16
15
4x6 i 6x6 4x6
3x4
B2 ti.
IS)
14 13
3X8 4x6
Dead Load Deft = 3/16 in
3x4
4x6
7
5x6
9 10
12
6X6 4x6
9-0-8 16-11-4 22-11-4 30-10-0 39-10-8
Plate Offsets (X,Y)--
9-0-8
2:0-2-8,0-1-12], [4:0 -3-0,Edge],
7-10-11
5 0-5-12,0-2 8], [6:0-3-0,0-2-4],
6.0-0
7:0- 3
7-10-11
0,Edge], [9:0-2-8,0-1-12j,
9-0-8
1 1:Fdge.,0-3-8]
LOADING (psi} SPACING- 2-0-0 CS1, DEFL. in (10c) Udefl L/d PLATES GRIPTct, t- 200
1 CDL 100
Plate Grip DO[- 1,25 TC 1,00 Vert(I-L.) 0.18 15-17 >999 360 MT20 244/1901-urnbor DOL 1.25 BC 091 Ved(CT) 0,37 17-18 >999 240 BOLL (10 Rep Stress Incr YES WB 0,76 Houl(CF) 0,09 11 n1a n /a 13CDI10,0 Code FBC2017/-IP12014 Matrix -MS Weight: 233 lb FT= 10% LUMBER -
FOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No-2 WEBS
2x4 SP No,3 `Except" W1 :
2x4 SI-1 No, 2 BRACING -
TOP
CHORD StrUCtUral
wood sheathing directly applied, except end
verticals. BOT (
JIORD Rigid
ceiling directly applied Of 5-0-10 Of, bracing. WEBS
1
Row at m0pt 3 -
15, 5-14, 8-14, 2 17, 9-12 Mil
ek recornmonds that Stabilizers and required
cross bracing be installed dt-IFIF( (FISS erection,
in accordance with Stabilizer Installation
gificle, REACTIONS. (
lb1sizr,) 18
1656/0-7 4 (min. 0- 1 - 15) 11 =
1656/0-7-4 (min, 0-1 1,5) Max
Harz 18 =
81(LC 12) Max
Uplift 18 =
375(LC 12) 11
375(LC 13) Max
Grav 18
1656(LC 1) 11 =
1656(LC 1) FORCES- (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-2659/1602, 3-4=-2161/1401, 4-
5=-2058/1428, 5-6=-1906/1406, 6-
7=-2058/1429, 7-8=-2161/1401, 8-
9=-2658/1602, 2-18= 156911109, 9-11 --
1569/1109 BOT CHORD
17-18=-
342/390, 16-17=-131212360, 15-16=-
131212360, 15-19=-897/1906, 14-19--
897/1906, 13-14=-1305/2360, 12-13 =-
1305/2360, 11-12=-295/380 WEBS 3-
15----
576/488, 5-115- 189/467, 6-14=-
188/467, 8-14--,-575/488. NOTES- 1)
Unbalanced
roof live loads, have been considered for
this design, 2) Wind:
ASCE 7-10, Vfjlt-150rnph (3-second qLA',I)
Vasd-1116inph 1-CDL--5,0psf BCDL=5,
0pSf, ll= 1 Sit, Cat, 11, Exp 6. Fria, GCP1=0
18 ' MWFPS (envelope) and C C Exterior(2)
zone, cantilever left and right exposed end vertical
left and right exposed:C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DO(----1,60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed fora 10.0 psf bottom chord
live load nonconckirrent 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 metribeirs, with B(,DL =
li(FOpsf, 0) Provide
mechanical connection (by others) of truss to
hearing plate capable of withstanding to() lb uplift
at joint(s) except (it=Jb) 18=375, 11-375, LOAD CASE(
S) Standard ry
11
M1,
1 dli * i" "o
i
P,r im- J*, 1p" plo-
0t b
5 r t i rNR ntr; IP114 "14 il
di W I On 111,„£rvxW,elu M I
Job !Truss I Truss Type
WRGSG4FG9 i A11FG Hip
Al Roof Trusses, port Pierce, FI, 34946,design(ciialtrusscow
9-1-5 17-0-1
9- 1 5 7-10-12
5 00 12
5X10 lvf2of is
1-2
u
T1 W4
5x6
c?
131 -411 r
16 15
14
4x6 ii 6x6
4x6
Oty Ply
A003819q!ii
Jot) Reference (optional) i
Run 8 120 s Nov 12 2017 Prior 8 120 s Nov 12 2017 Mil ek Industries, Inc Wed M, 16 14 40 48 2018 Pa(e, I
ID aq vxD . pjYE3xuP8oBill 16PrSYazz2of-F'?IUFUOTwliKyi-rnyOykoOOCo(J7/Q7,9d,dUPDPO,F'j
23-0-1 30-10-12 39-11-5 41-011
6-0-0 7-10-11 9-0-8 1'-0- 12.
5X8 Dead Load Oen = 3116 in
5X6
13
4
3x4
11 14 4x6
6
82 i, t
13
17
12
11
In
3x4 3x8
4x6
6x6
5X6
3x6 ii
9-1-5 17-0-1 23-0-1 30-10-12 39-11-5
9-1-5 7-10-12 6-0-0 7-10-11 9-0-8
Plate Offsets (X,Y)-- 1:0-3-0,0-1-12], (2:0-5-0,0-3-01, 10-5-12,0-2 81, [40-3-0,0-2-4], 5:0-3-0,F(Igol, [7:0-2-0,0-2-4] i
LOADING (
psf) SPACING- 2-0-0 CS1, DEFL- in (Ioc) I/defl L/d i
PLATES
GRIP TCLI,
20.0 Plate Grip DOL 1 25 TC 095 Ved(LI-) 0.17 15-16 >999 360 MI-20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 092 Vert(CT) 0,38 15-16 >999 240 MT20FIS 187/143 BCL
L 00 Rep Stress Incr YES WB O80 Hor,?(CT) 0,09 9 n/a n/a BGDL 10,
0 Code FBC20171TPI2014 Matrix MS i Woi9ht: 232 Ib FT = 10% LUMBER - TOP
CHORD
2x4 SP M 30 'Except' T3j5: 2x4
SP No.2 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 'Except" W8: 2x6
SP No. 2 BRACING - TOP
CHORD
Structural wood
sheathing directly applied, except and verticals.
BOTCHORD Rigid
ceiling
directly applied or 2-2-0 oc bracing. WEBS I
Row
at midpt 2-13,
3-12, 6-12, 1-15, 7-10 MiTek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS, (Ilb/
sizo) 16 = 1581
tMechanical 9 = 166110-
7-4 (min. 0-1-15) Max Herz,
16 = 90(
1-C 13) Max Uplift
16 346(
LC 12) 9 13)
Max Gray
16 1581(-
G 1) 9 1661(
LC 1) NOTES- 1)
Unbalanced
roof live loads have been considered for
this design. 2) Wind:
ASCE 7 10 ' Vult= 1 50mph (3-socond gust) Vasd --
I 16mph; TGDL=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 and right exposed ' C-C for members and
forces & MWFRS for reactions Lumber DOL=
11.60 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 pst bottom chord
live load nonconGurrent with any other live
loads, 6) * This
truss has been designed for a live load of 20.
0p,.,f 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 BGDL = 10.
Opsf. 7) Refor
to girder(s) for truss to miss connections, 8) Provide
mechanical connection (by others) of truss to
hearing plate capable of withstanding 100 lb uplift
at joint(s) except ()t=lb) 16=346, 9=377, LOAD CASE(
S) Standard FORCES. (
lb)
Max. Comp./
Max. Ton. - All force-, 250 (lb) or less except when
shown. TOP CHORD
1-2=-
2677/1608, 2-3=-2165/1432, 3-4=-
1905/1405, 4-5=-2057/1426, 5-6=-
2158/1398, 6-7-263711590, 1-16=-
14941987, 7-9=- 157611118 BOT CHORD
15-16=-
211/312, 14-15=-1328/2384, 13-14=-
1328/2384, 13-17=-895/1907, 12-17=-
895/1907, 11-12-1288/2339, 10 - 11 --
1288/2' 339, 9- 1 0= 3091398 WEBS 2-
13=-
603/511, 3-13=-204/474, 4-12=-
180/464, 6-12-554/471, W, fl"
11U4
d '8 [
t C C" 2 , "'w 14 In"
t, 4 "1 11", 1, 41 <4 4 'A 'R ;It .'i'W 11 11, T- -1 111411 1.rV 1, 14 11 1i t# -01, W 1, ?, 1141, -
11 1 - n "' F-,, .... - Ylt, f 'd -,l , -e t- N Ilf', 11 11,1' , 1 1 A11, W10 , I
v,,
w- -
m p 1 'I, 1- , '--1 illcl44Ww" Ai " i,P-qh, Vfk
I k'tr'- I. ,mhe0 Pt i i'012-,
Job Trk iss Type Qty Ply
Wfr(;3G4f-G9 Al2F I lip A0038200
Job Reference (optional)
Al Roof Trus-,es. f on lr£orce, I r- 34946 design C< abmsscom Poll, if 120 S Nov I
I
212017 Pont 8 120 s Nov 12 2017 Mi I ok Industries, Inc Wed Ma 16 14 40 48 2018 Page I
ID:UutiiEBPzQXokuwJ2P5W?F2TyuPll) F?1UFU0TwhKyLmy0yko00CoWZ 1Jbr9
1-0-12 7-11-3 14-11-4 19-11-4 24-11-4 31-11-5
ZdUPDPOZFvXD If
39-10-8 40-1 t-41-0-12 7-11-3 7-0-1 5-0-0 5-0-0 7-0-1 7-11-3 1 1 -0-b
S 00 12 5X6
Dead Load Dell Sit 6 in
3x4 5x6
4 5 6131
6x6
12 6X6
3 7
6X6 W4 W4 6x6
Iva
fit 12
1716
is
14
18 19
13
12
11 10
4x6 6X6
3x6
3x8 3X8
Us
6X6 4 x(i
7-11-3 14-11-4 24-11-4 31-11-5 39-10-8
1-11-3 7-0-1 10-0-0 7-0-1 7-11-3
Plate Offsets (X,Y)-- [3:0-2-8,Edgel, [4:0-3-0,0-2-4], 16:0-3-0,0-2-4], [7:0-2-8,Fdge], [10iFdqr',,0-3-8j
LOADING(Fisf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell L/d PLATES GRIP
I CFJ'- 200 Plate Grip DOL 1,25 TC 082 Ved(F-I-) -0,33 13-14 999 360 MT20 244/190
TCDL 100 1-urnber DOL 1.25 BC 0.70 Vert(CI) -0,62 13-14 762 240
BCI,L 00 pop Stress Incr YES WI3 0,78 Horz(CT) 0,09 10 nha n/i
BCD[- 100 Code FB(.'2017/FP12014 Matrix -MS Weight: 233 lb FT = 101%
LUMBER -
TOP CHORD 2x4 SP No 2
BOr CHORD 2x4 SP No-2 *Except* WEBS
1,12, 2x4 SP M 30 3-14=-399/391, 4-14= 260/539,
WEBS 2x4 SP No,3 "Except" 5-14=-334/165,5-13--- 334/165,
Wl: 2x4 SP No.2 6-13--260/539 7-13----399/390
BRACING -
FOP CHORD
Structural wood sheathing directly applied or 2-2-0
or; purlins, except end verticals.
BOVCHORD
Rigid ceiling directly applied or 5-1-7 or, bracing,
WEBS
1 Row it rnidpl
3-14, 5-14, 5-13, 7-13, 2 16, 8-11
MiTok recommends that Stabilizers and
required cross bracing he installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
17 1656/0-74 (inin.0-1-15)
10 1656/0-7-4 (inin,0-1-15)
Max Horz
17 68(LC 16)
Max Uplift
17 359(LC 12)
10 = 359(LC 13)
Max Grav
17 = 1656(LC 1)
10 = 1656(LC 1)
2-16-a-105912043, 8,11 =-1060/2042
NOTES-
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE-- 7- 101 Vijlt= 1 50rnph (3-second
gust) Vasd= 1161 nph; TGOI-=5.0psf:
BCDL-=5,Opst h= 1 5ft'Cal. I I I Fxp C ; Encl.,,
GCpr=0' 18 ' 6WFRS (envelope) and C-C
Exterior(2) zone, cantilever left and right exposed
I end vertical 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) This truss has been designed fora 10,0 psf
bottom chord live load nonconGUrrent with any
other live loads,
5) ' This truss has been designed for a live load
o(20.Opsf on the bottom chord in all areas where,
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL = 10.Opsf,
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
III uplift at joint(s) except (jt=lb) 17=359, 1 0=359.
FORCES. (lb)
Max. Comp./Max- Ten. - All forces 250 (lb) or less
except when shown. LOAD CASE(S)
FOP CHORD Standard
2-3--2621/1566, 3-4=-2292/1465,
4-5=-2042/1429, 5-6--2042/1429,
6-7-2292/1465, 7-8=-2621/1566,
2.-17=-157511094, 8-10=-1575/1094
BOTCHORD
16-17-281/335, 15-16=-1302/2340,
14-15=-1302/2340, 114-18=-1067/2146,
18-19=-1067/2146, 13-19=-1067/2146,
12-13=-129312340, 11-12-,-1293/2340,
10-1 1 =-2341313 WEBS 3
14399/
391, 4-14=-260/539, 11 1 1
A t i-, , i t4W 11''' V , j, %A 1, C. 0 4' V* 1t ! M< r
ye i>t14 r 3 i5, qo- d 'V t" Z' N, V41
HilV'Nc .1 P, t" h'lpq q '4 I. V "v'. , 1- R v A'W'; """" k"
d 1-""
Aob"'q I 1o!nbolll e S Rq qw.' "'b-WF i '
Job Truss Truss Type 1 Qty Ply
A0038201!
WRCSG4FG9 A 1 2FG Hip 1
t !
I
1 Job Reference (optional)
Ai Root Trusses, Fort P,,,Fco. FL 34946, design@all truss com Run 8 120 s Nov 12 2017 Pont 8 120 s Nov 12 2017 Welk Industries, Inc Wed May 16 14 40 49 2018 Page 1
ID:agpjYE3xuP8oBilIA6PrSYazz2of-iBJsSpO6li?SpzwXaWSJdZQ[-glvpYRci6s89n)XSZFJX6
8-0-0 15-0-1 20-0-1 25-0-1 32-0-2 39-11-5 4 1-0,11
I i i 1- " 08-0-0 7-0-1 5-0-0 5-0-0 7-0-1 7-11-3 -f2
5.00112 5x6
3x4
1-3 4
5x6
Dead Load DetL w- 5116 In
16 15 14 13 11 1u 12 11 10 9
4x6 6X6 4x6 3x8 6X6 4x6
U8 4x6
8-0-0 15-0-1 25-0-1 32 -0-2 39-11-5
8-0-0 7 0-1 10-0-0 7_0_1 7-11-3
Plate Offsets (X,Y)-- 1:0-3-0,0- 1-81 [2:0-3 8,0-3-0], [3,0-3-0,0-2-4], 5:0-3-0,0-2-4], t6:0-2 -8,Edgej. 9: Edge,0-3-8j
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20,0 Plate Grip DO[- 1.25 rG 0.84 Vert(LA-) 0,34 12-13 999 360 MT20 244/190
TCDL 10.0 Lumber DOE 1,25 BC 0.72 Vert(CT) 0.63 12-13 755 240
BCLL 0.0 Rep Stress Incr YES WB 0.81 Hori(CT) 0.09 9 n/a n/a
BGDI_ 10.0 Code FBC2017/J_F`I2014 Matrix MS Weight: 232 lb FT - 10%
LUMBER-
TOP CHORD 2x4 SP No,2 *Except'
TI: 2x4 SP M 30
BOT CHORD 2x4 SP No,2 *Except"
B2: 2x4 S11 M 30
WEBS 2x4 SP No,3 *Except*
W1,W8: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly Applied or 2-2-0
oc purlins, except end verticals_
BOT CHORD
Rigid ceiling directly applied or 5-1-0 oc bracing,
WEBS
1 Row at micipt
2-13, 4-13, 4-12, 6-12, 1-15, 7-10
MiTok recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS, (lb/size)
16 1585/Mechanical
9 1660/0-7-4 (min. 0-1-15)
Max Horz
16 = 77((-C 13)
Max Uplift
16 330(LC 12)
9 13)
Max Grav
16 = 1585(LC 1)
9 1660(Lc 1)
FORCES. (lb)
Max. Comp,/Max. Ton. - All forces 250 (1h) or less
except when shown.
TOP CHORD
1-2=-2649/1576, 2-3=-2306/1474,
3-4=-2053/1434, 4-5=-2050/1433,
5-6=-230111470, 6-7=-262811570,
1-16=-1 504/975, 7-9=-1579/1096 BOTCHORD
15-
16=-180/275, 14-15---,-1322/2374, 13-
14z-132212374, 13-17---107212197, 17-
18=- 107212157, 12-18--:-1072/2157, 11-
12-1296/2347, 10-11--1296/2347, 9-
10r-234/313 WEBS
11-
1.11— WEBS
2-
13=-425/411, 3-13---274/552, 4-
13-- -332/166, 4-12--338/168, 5-
12----262/542, 6-12-3981390, 1-
15=-117212133, 7-10=-1063/2049 NOTES-
1)
Unbalanced roof live leads have been considered
for this design, 2)
Wind: ASCE 7-101 Vult= 150rnph (3-second glut)
Vasd= 1 16raph, TCDL=5,Opsf, BCDL=
5.0psf; h-115ft; Cat. 11 ' Exp C ' L, I) c I_ GCpiz
0,118; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed end
vertical left and right exposrd;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOI_=1 .60 3)
Provide adequate drainage to prevent water ponding.
4)
This truss has been designed fora 10,0 psf bottom
chord live load nonconcurront with any other
live loads. 5) '
This truss has been designed fora live load of
20.Opsf on the bottom chord in all areas where k
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
110.0psf. 6)
Refer to girder(s) for truss to truss connections. 7)
Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 100 lb
uplift at joint(s) except (jt=lb) 16--330, 9=359. LOAD
CASE(S) Standard
tin .
a 0—
ill il w. Iis x i'
p-iihil k- "IMA t kv,f 04r, i t,mk, ill P 2. kq!.4ceili,-f 1',, A o, is P,,,hbq,4 aA,,W It, , Sa1ue u,ce 1". k i ilo0 M I` f
Job Truss 'Truss Type 1 Ply
WRG','G4F(;9 A13FG I HIP
A0038202
iJob Reference (optional) r
Al Roof Frusses, Foo Pic.,ce, F1_ 34946. desqn((?a I tmss'com Runi 8 120 s Nov 12 2011 Pnm[ 8 120 5 Nov 12 2017 M,Tek Industnes, Inc. Wed May 16 14 40 50 2018 Page I
IDagpiYE3XLIP8oBilh16PrSYazz2of-BOtEf9lkSlaga46rn4gqS6(ILILI',16tTiA2yG5ouk(JLIZFVXB t
5-10-9 13-0-1 27-0-1 33-6-13 t 39-11-5 41-011
5-10-9 7-1-8 14-0-0 6-6-12 6-4-8 1-0-12
2x4 1 1
Dead toad DO, 5/16 in
5x6
2x4 H 3x6
S 00; 12 4 5 Fi12
4x4
3x4
2
1_14
7
9
ua 2x44x6143
I W2 "W 2x4 3x6 W6 U7 C)
Wi vv t
Ri B2
18
17 16 19
J
15
6X6
U4 3x6
6X6 4X6 4x4 3x6 I
9-7-12 20-5-13 20-7-9 26-6-9 26 8-5 33-3-15 39-11-5
9-7-12 10-10-1 0-il 12 5-11-0' 0.-1r12 6,7-10
1
6-7-6
Plate Offsets (X,Y)-- 3:0-3 0,0-2-4],[6:0-3-0,0-2-41
LOADING (psf) SPACING- 20-0 C SL DEFL. in (too) I/defl Ltd PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 IC 0,64 Vert(H-) -044 15-17 >551 360 MT20 244/190
TCI)L 10,0 Lumber DOL 1,25 13C 0,91 Vert(CT) -0,77 15-17 >319 240
BCLL OO Rep Stress Incr YES WB 0,88 Horz(C 1-) 0,02 15 n/a n/a BCDL
10,0 Cod(, FBC2017f1-P12014 Matrix -MS Weight: 217 In FT == 10% LUMBER -
Top
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 'Except' WEBS 131:
2x4 SP M 30, B3: 2x4 SP No,3 3-15--746/392, 3-17- 170/557, 1.
15: 2x6 SP No.2 2-IT- 272/409,7-12-=-5931439, WEBS
2x4 SP No.3 BRACING-
TOP
CHORD Structural
wood sheathing directly applied or 4-10-5 oc
purlins, except end vorliuils- BOTCHORD
Rigid
ceiling directly applied or 6-0-0 oc bracing. WEBS
1
Row at ruidpt 3- 15 MiTek
recommends that Statith/ers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS,
All hearings 0-3-8 except (jtzlength) 10=
0-7 4, 18-Mechanical lb) -
Max Horz 18= -
90(LC 13) Max
Uplift All
uplift 100 lb or less at loint(s) except
12--127(LC 13), 10=-224(1-C 13),
15-264(LC 9), 18--224(LC 12) Max
Grav All
reactions 250 lb or less at joint(
s) except 12=772([_C 1), 10-
590(LC 24), 15=1088(1_C 23), 18=
801(LC 23) 2-
18=- 1031/786, 8-11 -- 289/411 NOTES-
1)
Unbalanced root live loads have been considered
for this design. 2)
Wind: ASCE 7-101 Vult= 150rnph (3 -second 9US()
Vasd= 1 16niph, T CDL=5.0[)sf: BCDL-
5.0psf h- 1 5ft Cat. 11 Exp C ; End., GCW0.
18; MWFIRSi(onvelope) and C-C Exterior(
2) zone cantilever left and rig ht exposed end
vertical right exposed,C-C for members and forces &
MWFRS for reactions shown: Lumber DOU-
1 .60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water pond
ing. 4)
1-his truss has been designed fora 10,0 psf bottom
chord live load nonconWrront with any othr,,
r live loads. 5) '
This truss has been designed for a live load of
20,0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other rnorohers, with BCDI, =
10.0psf, 6)
Refer to girder(s) for truss to ITUSS connections. 7)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 127 lb
uplift at joint 12, 224 lb uplift at joint 10, 264 in uplift
at joint 15and 224 In uplift at joint 18. FORCES. (
lb) Max,
Comp./Max. Ten, - All forces 250 (lb) or less except
when shown. LOAD CASE(S) TOP
CHORD Standard 2-
3=-955/761, 3-4=-200/433, 4-
5=-191/403, 5-6=-188/429, 6-
7=-200/385, 7-8--637/589, 8-
10=-5361537 BOT
CHORD 17-
18=-661/1002, 16-17r-2181583, 16-
19=-278/583, 15-19---278/583, 14-
15--511/364,4.-14z-454/394, 12-
13=-431/196, 5-13=-363/226, 11 -
1 2--306/52 7 WEBS
r:.
W11 "
M .4 )41JAIA P
L "izl 4
4 VP"
A I r,al I ...... I 1-It" M P 4-Z""! 6-
Job Truss Truss Type City Ply A00382031
WRG5G4FG9 A131,1F :111P i I
Job Reference (optional)
Al Poiltof Trusses, Fort Pierce, It 34946,ds,gnio)a1(russco(o Win 8 120 s Nov 12 201 7 Print: 8,120s Nov 12 2017 Milek Industries, Inc Wed May -16144051 2018 Page 1
ID:Uuri)FBPzQXokuwJ2P5W?E2TytjP1 h-fandsV2MCciWCFlizdsi-5erOIyiVqvY5PKSotOLzFvXA
1-0-12 5-6-2 12-11-4 19-11-4
1
26-11-4 34-4-7 39-10-8 40-111-4
11-042 5-6-2 7-5-3 7-0-0 7-0-0 7-5-3 5-6-2 1 0- f2
500112
4x6
3
3x4 AA
2
W2.
Vol'
16
6x6
SX6
4
I 9x4 II 5X6
T2
6
M
15 14 17 18
13
19 12 20 11
3x4 4x6
3X8
4x6 3x4
Dead Load DO 1/4 in
4 x 6
7
3x4 1:
8
9-7-0 19-11-4 30-3-9 39-10-8
9-7-0 10-4-5 10-4-5 9-7-0
Plate Offsets (X,Y)-- [4:0-3-0,0-2-41, (6.0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl Ud PLATES
rCIT- 20,0 Plate Grip IDOL 1,25 TC, 0.68 Vort(ll-) -0.31 11-13 999 360 1 MT20
TCDL 100 Lumber DOL 1.25 BC 0,66 Vert(CT) -0,56 11 13 844 240
BCI-I 0-0 Rep Stress Incr YES' W6 0,63 Horz(CT) 012 10 n/a n/a
BCDL 10,0 Code F-BC2017/TP12014 Matrix MS Weight: 219 In
LUMBER -
TOP CHORD 2x4 SP M 30 'Except* NOTES-
T2: 2x4 SP No-2 1) Unbalanced roof live loads have been
BOT CHORD 2x4 SP M 30 considered for this design.
WEBS 2x4 SP No.3 2) Wind: ASCE 7-10; Vi ilt= 1 50mph (3-second
BRACING-
gust) Vgsd=l 16mph; TC DL=5.0psf, TOP CHORD
BCDL=5 Opsf; h=15ft, Cat- 11, T-xp C; EncT,
Structural wood sheathing directly applied or 2-2-0 GCpi=O, 1 8 MWFRS (envelope) and C-C
oc purlins, except end verticals. Fxiorior(2) zone, cantilever left and right exposed
BOT CHORD end vertical left and right exposed:C-C for
Rigid ceiling directly applied or 6-43 oc bracing. members and forces & MWFRS for reactions
WEBS
shown; 1-urnbor DOE= 1 60 plate grip DOL= 1,601Rowatinicipt
3) Provide adequate drainage to prevent water3-16,7-10
ponding .
MiTek recommends that Stabilizers and 4) This truss has been designed fora 10.0 psf
required cross bracing be installed during truss bottom chord live load nonconcurrent with any
erection, in accordance with Stabilizer other live loads.
Installation guide., 5) * This truss has been designed for a live load
of 20,0psf on the bottom chord in all areas where
REACTIONS. (lb/size) a rectangle 3-6-0 tall by 2-0-0 wide will fit between
16 165610-7-4 (rmo, 0-1-15) the bottom chord and any other mernbers, with
10 = 1656/0-7-4 (min.0-1-15) BCDL = 10,0psf,
Max Horz 6) Provide mechanical connection (by others) of
16 = -55(LC 10) truss to bearing plate capable of withstanding 367
Max Uplift lb uplift at joint 16 and 367 In uplift at joint 10,
16 = -367T-C 8)
10 =-367(t-C 9)
Max Grav LOAD CASE(S)
16 1656(LC 1) Standard
10 1656(LC, 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (1b) or less
except when shown.
TOP CHORD
3-4--,-2508/1529, 4-5=-24901l631,
5-62490/1631, 6-7=-250811529, 2-
16=-2771292, 8-10--277/293 BOTCHORD
15-
16=-1312/2216, 15-17=-107512129, 14-
17=-1075/2129, 14-18----1075/2129, 13-
18=-107512129, 13-19=-107212129, 12-19--107212129, 12-20=-
1072!2129, 11 -207-1072/2129, 10-
11 = -1298/2216 WEBS 3-15=-16/266,
4-
15- 63/346, 4-13=-224/626, 5-
113=-470/402, 6-.13---224/626, 6-
11-631346, 10 6x6 i GRIP 244/
190
FF =
10%
1. "
1 CC [
U., qV
1t41Kl, F!il;,},%kll` :,011,4, E)Anr' !", 4 4 "A lilyi ),v J"" "'JiV. 10'" 1 3,,ka f 'i"T Rik, po W, 4, hf 11,101,
111, .
1 10s, xi I 0 M,,Ctl
v! 4,,-, o4- 4 "l- "s, I N" "A I,- U-1, N! IeTlli,Nq , u ..dhq ;U , ;
1,4"," 1" a,V,,A,, 9,0,npl 1"'W11 ?I, ,
qq!-, A,-f,b-A i R.H-... kvh.!1 taahc 7A, Pi
Job Truss Truss Type Qty Ply
IWRCSG41-G9 Al4FG i trip
A003820C
i Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL, 34946. com Run 8 120 s Nov 12 2017 Prot 8 120 s Nm 12 2017 M,Trik industries, Inc Wed May 16 14 4052 2018 fade. I
ID agpiYE3xt,jP8oBiIH6PrSYiizz2of-Iii)??4i,3 zw(INqOG9BasKB2z[--'86SYeybYY6NQY,izFvX9
5-7-12 11-0-1 15-9-13 29.0-1 33-6- 13 39-11-5 41-0-1
5-7-12 5-4-4 4-9-12 13-2-4 4-6-12 6-4-8 1 0-f2
Dead Load DO 1,14 in
5X6
5,00 12 3x4
2x4 !I 3x6 2x4 li 3x6
4 T2 6
13
8
4xf3
ET,
3YA
9
2x4
B4
1
J 4
1
X6
2X4 2x4 7 10
0 An W8131112
20 19 18 21 22
17 14 13 12
6x6 4x6 6X6 4x4 4x4 3x6
3x8
11-0.1 20-5-13 20,7-9 26-6.9 26- 5) 34-3-15 39-11-5i
11 -0- 1 9-5-12 0- 1- 12 5-11-0 0- V 12 7-7 10 5-7-6
Plate Offsets (X,Y)-- 3:0-3-0,0-2-41, [8i0-3-0,0-2 -41, (14,0-2-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CST. DEFL, in (loc)
i
Weft I'M PLATES GRIP
TCLL 20,0 Plate Grip DOL 125 1C O66 Vert(I-I-) -0.27 19-20 913 360 MT20 244/19() TCDL
10.0 i Lumber DOL 1.25 BC 0,63 Vert(C-I ) .0,54 19-20 452 240 BCLI-
00 Rep Stress Incr YES WB 0,80 Horz(CT) 0,04 12 n/a n/a BCDL 10,
0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP NO,2 BI: 2x4
SP M 30,133: 2x4 SP No,3 WEBS 2x4
SP No.3 BRACING - TO)'
CHORD
Structural wood
sheathing directly applied or 5-9-14 OC PUrl1oS,
except end verticals. ROT CHORD
Rigid ceiling
directly applied or 6-0-0 oc bracing. Mifek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. All
bearings 0-3-8 except (It -length) 12=0-
7-4, 20--Mechanical- lb) - Max
Horz 20= -76(
LC 13) Max Uplift
All uplift
100 lb or less at joint(s) except 14-,----
149(LC 9), 12=-212(L-C 13), 17=-
268([,C 9), 20=-21 1 (I-C 12) Max Grav
All reactions
250 lb or less at joint(s)
except 14=795([-C 24), 12=585(
t-C 24), 17=1066(LC 23), 20=807(
LC 23) NOTES - 1)
Unbalanced
root live loads have been considered for
this design, 2) Wind:
ASCE 7- 10; Vult=150niplb (3-second gust) Vasd=
l 16niph, -fCDL=5.0psf1 BCDL=5,
0psfl h=151t, Cut, 11, Lxp C; Encl., GCpi-018 '
MWFRS (envelop,,,) and C -C Exterior(2)
zone; cantilever left and right exposed end vertical
right exposod,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 poncling, 4)
This
truss has been designed for a 10.O psf hottorn chord
live load nonconcurrent with any oth er
live: loads 5ljtruss russ
has beendesigned 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 lie bottom chord
and any other members, with BCDL --- 10,Opst
6) Refer to
girder(s) for truss to truss connections. 7) Provide mechanical
connection (by others) of truss to bearing
plate capable of withstanding 149 lb uplift at
joint 14, 212 lb uplift at joint 12, 268 lb uplift at joint
17 and 211 lb uplift at joint 20, FORCES. (Ib) LOAD
CASE(S)
Standard Max. Comp,/
Max.
Ter). - All forces 250 (lb) or less except when shown.
TOP CHORD 2-
3=-900/
691, 3-4=-766/697, 4-5- 173/
388, 5-6-----193/393, 6-7='-193/
393,7-8=-172/387, 8-9=-192/
371, 9-10= 622/536, 10-12=-531/
519 BOTCHORD 19-20=-
635/
965, 18-19=-265/507. 18-21 =-265/
507, 21 -22= -2651507, 17-22=-265/
507, 16-17=-393/276, 5-16=330007,
14-15= 4661240, 7-15=405/
272, 13,14--z-3181512 WEBS 2-19, -
234/
357, 4-19 -,--100/4 1 (5, 4-17 - 781/
427, 9-14- 562/36 7, Weight: 214 In
FT - -- 10 (% M t" ".-q ,
d W kE 11
L"' 1.4 F* r', i 0, li'01-, A06"',
t
ioirWii H F,
Job Truss Truss Type Oty Ply
A003820,51
WRCSG4FG9 A14HF Hip it JJob Reference optional)
Ai Roof Trusses. Fort Pierce, Fl- 34946, colo Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries, Inc.Wed May 16 14 40,53 2018 Page 1
ID UuriiFBPzQXokuwJ2P5W?F2TyuPl b-cyZNHB4ckDyFRYrLIHNZjGWNI iW7INTFinm7 4DzFvX8
1-0-12 4-7-9 10-11-4 17-2-5 22-8-3 1 28-11-4
1
35-2-15 39-10-8 4,?-11114
1-042 4-7-9 6-3-11 6-3-1 5-5-15 6-3-1 6-3-11 4-7-9 1 -042
Dead Load Defl. = 5/16 in
5X6
30
SX8 5X6
sool 12 4 5 6 7 8
13
X
i
4x6 4 x6
a 3 Tj id
2.4
2x4 ;
to2wa
W4
fit
TJ
It BI
18 17 16 19 20 15 21 22 14 13 12
6X6 3x8 MI 20HS
3x4 3x8 6X6
3x8 3x8 M I 20HS
1 0-11 4 19-11-4 28-11-4 39-10-8
TO- 1 1-4 9-0-0 9-0-0 10-11-4
Plate Offsets (X,Y)-- (40-3-0,0-2-41, t7:0-0-0,0-1-121, [7 0-2-12,0-3-01, 80-3-0,0-2-4] LOADING (psl)
SPACING- 2-0-0 i C SI, DEFL. in (toc) I/dGfI L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1 25 Tic 0,82 Vert(LL) -031 12-13 >999 360 MT20 2441190 TCDL 10,
0 Lumber DOL 1.25 BC 0,95 Vert(CT) -0,67 12 13 >713 240 MT20HS 187/143 BCLL 010
Rep Stress Incr YES i WB 0,52 Horz(CT) 0 14 12 Ir/a n/a BCDL 10.
0 Code FBC2017ITP12014 Matrix -MS Weight 221 lb FT = 10% LUMBER - TOP
CHORD
2x4SPNo.2 BOT CHORD
2x4 SP M 30 *Except' WEBS 132: 2x4
SP No.2 3-17-01356, 4-17=-232/599, WEBS 2x4
SP No,3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing, WEBS 1
Row
at rnicipt 5-17,
6-13, 3-18, 9-12 MiTek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/
size) 18 1656/
0-7-4 (min. 0-1-15) 12 1656/
0-7 4 (onn. 0-1-15) Max Horz:
18 55(
LC 11) Max Uplift
18 390(
LC 8) 12 390(
LC 9) Max Grav
18 1656(
LC 1) 12 = 1656(
LC 1) FORCES. (lb)
Max. Comp./
Max, Ten. - All forces 250 (lb) or less exceM when
shown 5-17=-
745/422, 6-13=-745/422, 8-13--
232/599, 9-13=0/356, 3-18= -
2322/1506, 9 -12= -2322/1505 NOTES- 1)
Unbalanced
roof live leads have been considered for
this design. 2) Wind
ASCE 7-10 ' Viift=150rnph (3 second gust) Vasd=
1 16rnph: I GDL=5,Opsf; BCDL5,0psf '
fi=1511; Cat. II; Exp C, Encl.,GCpr-0,
18; MWFRS (envelope) and C-C Exterior(2)
zone, cantilever left and right exposed end vertical
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 p sf 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 I a
rectangle 3-6-0 tall by 2 0-0 wide will fit between the bottom
chord and any other members, with BCDL = 1(
10psf. 7) Provide
mechanical connection (by others) of truss to
hearing plate capable of withstanding 390 In uplift
at joint 18 and 390 lb uplift at joint 12, TOP CHORD
2-3=-
272/123, 3-4=-2522/1491 4-5=-
2271/1457, 5-6=-278511745, LOAD CASE(S) 6-7z--
2271/1457, 7-8=-227111457, Standard 8-9=-
2522/1491, 9-10=-272/123, 2 18=-
260/254, 10-12=-260/254 BOT CHORD
17-18=-
1251/2090, 16-17=-1428/2747, 16-19=-
1428/2747, 19-20=-1428/2747, 15-20=-
1428/2747, 15-21--142612747, 21-22=-
1426/2747, 14-22=-142612747, 13-14=-
1426/2747, 12-13=-12340090 WEBS 3-
17-
01356, 4-17,-.232/599, A-, I, %
Ut 11 ,tt% es 11 1; W f X"o %V, I, : I 4,i I, 'At V' W k, 1, 4", ro-, ", i4,e f+t,3 1v rs-.e r" ,y :q",! I F i 4iI 1,rw iWt, 'N '(44 of 3f W We+izrci"!
5€'e-t I, Pit Hell 'VI ",WAM, rz "k It !N.,ate 11 11-0111t 1111-1i"
W 1 V.P11 -1, 0, 4;
V111-f- itlliw,l" Au-, W
W k, , A of q 'A it d! t.! 1 6, 1 1, 4 qa11,1 I t", ;4 1, v il "t x.8. oat',"(' Ft
4 c I
t A i k k 0 1 Ir ,16 1 1 " .6 H r ; krPr Oat ieanl i o t h I t, I i, P, "n, i,a ii - A i 1 .11 1 , kr11, of la*6oili,it.
Jot) Truss Truss Type City Ply
WfGSG4[ 09 :AIY-(F Hip
A0038206i
Job Reference (optional)
Ai Roof Trusses. Fort Pierce, FIL 34946, desrqn(@a I Uuis com Ron 8 120 s Nov 12 2017 llnnt 8 120 s Nov 12 2011 M,Tak Industnes, Inc Wed May 16 14 40 53 2018 Ila,Jo 1
ID UurnFRPzQXokuwJ2P5W?E2-l-yuPI h-(,yZNI-iB4ckDyFRYt*L,lfiNZiGWL OWArNPoinrn I 4DzFv X8
1 0-12 3-6-4 8-11-4 15-10-1 24-0-7 30-11-4 36-4-4 39-10-8 40 -11-4
1_0,1'2 3-6-4
1
5-5-0 6-10-14 1 8-2-5 6-10-14 5-15-0 36-4 11_0-12 Dead
Load Defl, = 5116 to 5x6
o0i
12 3x4 4x6
3x4
5x6 12
5
6 7 13
8
4x6
4x6 3
2x4
it
W 9 2x4
2
W3
i7
10 '
n W1
At
BI 18
17 16
15 14 13
12 6x6 =
3x8 4x6
3x4 4x6 3x8
6X6 8-
11-4 30-11-4 39-10-8 8-
11-4 11-0-0 11-0-0 8-11-4 Plate
offsets (x, Y)-- [4:0 -3-0,0-2-41, [6:0-3-0,Fc1qe]. 8:0-3-0,0-2-4] LOADING (
psf) SPACING- 2-0-0 CS1, DEFL, in (loc.) 1/defl Ud PLATES GRIP TOLL
200 Plate Grip DOF 1,25 i
1
TIC 0,94 Vert(F,L) -0,25 13-15 >999 360 M T 20 244/190 TCDL
100 Lumber DOL 1,25 BC 0.76 Vert(CT) -0 59 13-15 >805 240 BCLL 0,
0 Rep Stress Incr YES WB 0,81 Horz(U) 0,14 12 n /a n1a BCDI, 100
Code FBC2017(TP12014 Matrix -MS T Weight 212 lbF10% LUMBER - TOP CHORD
2x4
SP No,2 ROT CHORD 2x4
SP M 30 2) Wind: ASCE 7-10 Vult=150mph (3-second WEBS 2x4 SP
No 3 gust) Vasd=1 16rnph, TGDL 5,0psf BRACING- BCDI,---5,
0psf1 h=15fl; Cat, 11, Fxp 6, Fricl., TOP CHORD GCpi=()
18; MWFRS (envelope) and C-C Structur ilwoc)d,,
heathit g(iii,e(,tly,ipplied, except Uxtorior(2) zone, cantilever left and right exposed end verticals.: end
vertical left and right exposed,C-C for BOT CHORD members
and forces & MWFIRS for reactions Rigid ceiling directly
applied or 5-7-1 oc bracing, shown;Lumber DOL=-, 1 60 plate grip DOL=1 -60 WEBS 3) Provide
adequate drainage to prevent water 1 Row at
midpl, ponding 5-17,7-
13 4) This truss has been designed fora 10.0 fast bottom chord live
load non(,00C.Urrent with any MiTek recommends that
Stabilizers and other live loads. required cross bracing
be installed during truss 5) "1 his truss has been designed for a live load erection, in accordance
with Stabilizer of 20,Opsf on the bottom chord in all areas where Installation guide, a
rectangle 3-6-0 tall by 2-0-0 wide will fit between REACTIONS. (1b1sizo) 18
1656/0-
7-4 (rnin. 0 1- 15) 12 = 1656/0-
7-4 (ruin. 0-1-15) Max Horz 18
54(LG
11) Max Uplift 18 =
413(LC
8) 12 = 413(LC
9) Max Grav 18
1656(LC
1) 12 = 1656(LC
1) FORCES, (lb) Max,
Comp./Max.
Von. - All forces 250 (lb) or loss except when shown.
TOP CHORD 3-
4--2568/
1487, 4-5=-2329/1447, 5-6=-3261/
1928, 6-7=-3261/1928, 7-8-----2329/
1447, 8-9=-2568/1488 BOrCHORD 17-18=-
112911911,
16-17-.--1697/3166, 15-16=-1697/
3166, 14-15=-1694/3166, 13-14=-1694/
3166, 12-13=-1107/1911 WEBS 3-17=-
49/
551, 4 -17=-255/625, 5-'17=-11001655,
5-15z01290, 7-15=0/290, 7-13- 11001654,
8-13=-255/625, 9-13=-50/
551, 3-18=-2277/1412, 9-12=-2277/
1412 the bottom chard and any other members,
6) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding
413 lb uplift at joint 18 and 413
lb uplift at joint 12 LOAD CASE(S) Standard W "o W, )
41, " "I't
i,
D,v!, ,O- I v, '1x ;,D F 1 0-0 N t#r 0, 0 14s.j.r- VW .,w,P1"sTk
V,q- zi
Job fTruss !Truss Typo Qty Ply
A0038207!
WRGSG4FG9 A16HF Hip Crider
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, desiqrt(q)a I truss corn FZn 8 120 s Nov 12 2011 11 .... 1 8 110 Nav 12 2011 Mi I ek Industries. Inc Wed May 16 14 40 55 2018 Page 1 D:
U.. EBPzQXokuwJ2P5W'IE2TyuPlh-YLg7it5sGrc-yhr ksiQ1phbonJpBrGe?F4c496zFvX6 1-0-
12 6-11-4 11-3-4 17-0-15 22-9-9 28-7-4 32-11-4 39-10-8 40-11-4 1-0-
12 6-11-4 4-4-0 5-9-111 5-8-11 5-9-11 4.4-0 6-11-4 1'-0-1'2 Dead Load
Deft. 3/16 in I 5x4
5,00
12 5X6 4rm
Jx4
3*6 SOP 'x6 t2 T3
12_ V 24 5 25 6 7 26,t3 27T T28 It, u 4x8YV
5
4X6
cS 2
10
W2
132, W,-
21
20 29
19
18 30
31 17 32 33 16
34
35 1514
36
13 12 3X6 I4
7x8 4x6
3x4 4x12 3x6
4x10 =
2x4 I
5x4
it 3x6
6-11-4 11-
3-4 17-0 15 22-9-9 i 28-7-4 32-11-4 39-10-8 6-11-4 4-
40 5-9-11 5-8-11 5-9-11 4-4-0 6-11.4 Plate Offset-, (X,Y)--
3:0-3-0,0-2-4], [80-3-0,0-1-8], [9:0-3-0,0-2-41, tlO:0-2-0,0-2-01, [1160-2-0,0-11-12] LOADING (psf) SPACING- 2-0-0
CS1. DEFL, in (loc) I/defl L/d PLATES GRIP TCL L 20,0 Plate Grip
DOL 1,25 rc 0,50 Vert(LL) -0 16 17-19 999 360 M 1,10 2441190 fGDI- 10-0 Lumber DOL 1.
25 BC 0,96 Verl(CT) -0.36 17-19 939 240 BCLL 0,0 Rep Stress Incr
NO WB 0,98 Horz(CT) 006 14 n/a n1a BCDL 10.0 Code FBC2017fFP12014 Matrix
MS Weight: 232 In FT- = 10% LUMBER - TOP CHORD 2x4 SP M
30
BOTCHORD 2x4 SP No.2 B2:
2x4 SP M 30 WEBS)
2x4 S11 No.3 *Fxcept'
W5,W1: 2x6 SP No-2
W6: 2x4 SP No,2 BRACING -
TOP CHORD Structural tructural wood
sheathing
directly applied
or3-8-7 OG purlins, except end verticals, BOTCHORD
Rigi d ceiling directly applied
or
3-8-5 oc. bracing, WEBS 1 Row at midpt 5-
16
I MiTok recommends that Stabilizers and
required cross bracing be installed during
truss erection, in accordance with Stabilizer Installation
guide, REACTIONS, (lb/size) 21 =
1984/0-
7-4 (min.
0-2 5) 14 = 4610/0-8-0 (min.
0-5-7) 12 57/0-7-4 (rinn
0-1-8) Max Hor-z 21 = 55(-C
6) Max Uplift
21 451(LC 4)
14 1341(
LC 5) 12 329(
LC 24) Max Grav
21 1984(LC 1)
14 = 4610(
LC 1) 12 93(
I-C 17) FORCES, (
lb) Max. Comp./Max. Tot). -
All forces
250 (lb) or less except when shown. TOP CHORD 2-
3--3147/694,
3-22=
2861/670, 4-22=-28611/670, 4-23=-
3091/599. 23-24=-3091/599, 5-24=-
3091/599, 5-25=- 1214/225, 6-25=-
1214/225, 6-7=-1214/225, 7-26--
1214/225, 26-27-12141225, 8-27=-1214/
225, 8-28=0/775, 9-28=
0/775, 9-10=0/823, 2-21=-19101482, 10-12=-23/
344 BOTCHORD BOTCHORD IORD 20-21=152/
312,
20-29=-
638/3493, 19 29=-638/3493, 18-19=-
638/3493, 18 -30=-638/3493, 30- 31 = -
63813493, 17 - 31 =- 638/3493, 17-32=-
495/3091, 32-33=-495/3091, 16-33=-
49513091, 16-34=-2137/502, 3435=-2137/
502, 15-35=-21371502, 14-15=-2137/
502, 14-36=-2137/502, 13-36=-2137/502 WEBS
3-20=-29/715, 4-20=-934/97,
4-
19z01403, 4-17-488/181, 5-17=01715,
5-16--2286/464, 7-16'--
713/292, 8-16=-727/4050, 8-14=-4286/1275,
9-13=-884/1985, 9-13=-632/84,
2-20=-496/2560, 10-13---889/0
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 16niph,, TCDL=5,0psf1 BCDL=5,Opsf ' h= 1
5ft; Cat. If: Exp C, laricil., GCpi=
0. 18; MWFRS (envelope); cantilever left and right exposed ' end vertical
left and right exposed; porch right exposed,
Umber D6L= 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 (all by 2-0-0 wide will
fit between Tie bottom chord and any other members. 6) Provide mechanical connection (by
others) of Truss to hearing plate capable
of withstanding 451 lb uplift at joint
21, 1341 lb uplift at joint 14 and
329 lb uplift at joint 12. 7) Hangouts) or other connection dovice(
s) shall be provided sufficient to
support concentrated load(s) 232 lb (Town and
189 lb tip at 6 -11 -
4, 124 lb (Town and 77 lb up at 9-0-0, 124 lb
down and 77 In up at 11-0-0, 124 lb down and 77
lb tip at 13-0-0, 124 lb down and 77 lb up at 15-
0-0, 124 lb down and 77 lb tip at 17-0-0, 124 fb
down and 77 lb up at 19-0-0, 124 lb down and 77
Th up at 20-10-8, 124 lb down and 77 lb up at 22-
10-8, 124 lb down and 77 In up at 24-10-8, 124
lb down and 77 lb Lip at 26-10-8, 124 lb down and
77 lb up at 28-10-8, and 66 Ih down and 20 lb
tip at 30-10-8, and 127 lb down and 117 In tip at
32-11-4 on top chord, and 72 lb down and 39
In up at 28-10-4, 344 lb down and 140 In tip
at 6 -11-4, 88 In down at 9-0 -0, 88 Ibi
down at 11 -0-0 1 88 In down at 1340, 88 In (,Town at 15-0-
0, 88 Ib (Town at 17-0-0, 88 In down at 19. 0
0, 88 IT) down at 20-10-8, 88 lb down at 22 10-8,
88 lb down at 24-10-8, 88 In down at 26-10-8,
and 152 In down and 137 lb tip at 30-10-8, and 426
lb down and 457 lb up at 32-10-8 on bottom chord.
The designisdection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section,
loads applied to the face
of the truss are noted as front (F) or back
R), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-
1,
25, Plate Increase-
1,
25 Uniform Loads (plf) Vert: 1,
2=-60, 23--60, 3-9=-60,
9- 1 0=-
60, 10- 11 =60, 12-2 1 =-20 Concentrated Loads (lb) Vert: 3= -
1 85(F) 6=- 1 24(F)
9= -80(F)
20=- 344(F) 4=-124([`) 19=-59(F) 17=-59(F) 5=-124(F) 7=-
124(F) 16=-59(F) 14=-59(B) 13--426fl 8=-
124(F) 22=124fl 23=-124(F) 24----124(F) 25=-
124(F) 26=-124fl 27---124(F) 28=-34fl 29=-59(
F) 30=-59(F) 31 =-59fl 32---,-59(F) 33=-
59(F) 34=-59(F) 35=-59(F) 36=-152(F)
wv."' rI"a "-f1h, N % L 131! ak', 4W ',I ZW I
I: W! 'i "A, -J"T: i' 11, it' i"IAW ix' -,,, ,, -f"' ,A "A , ,, : ". ti. c' 'N-f ie", 1 414I [ ef'-, 4" la". I- r - , i' '0' in 't 0 r, "J" 10111111 -Alii, 4 1, or, 1,
1, iio I A" i ! ""I N1 o 1;'t"i)o :11 14 01 , 1 t".W.; 1,
t
lµtt t0 1 4 St I
ir .1 IN, -, t 10 1g 10 W R ' 'it d I," "1 "4 ftt Vq, -004 P AM 5 1 M, t'!Ci" bl"J qwghl "(" 101 t A 160 i-'
t: A'Ih"" I I '.b 41 P 1
R'r"06'7"' It,, 4-fflenl oy !0, '1 1,,'4 th'id If, w' jl'o bo, A I goo(ttcs4a4 WhI 1""'N W f
Jot) i Truss ITrussType fQty 1 Ply
WR(.SG4FG9 G01FG (Nip G"de,
A00382081
Job Reference (optional) A
Al Roof Trusses, Foil Pierce, FL 3,1946,desigri(q)altrusscorn Run 8 120 s Nov l220I7V`rtnt 8.120s Nov 12 2017 MiTek Industries, Inc, Wed May l6l440562018 Page 1
ID:aqpjyE3XUP8oBilli6PFSYazz2of-OXEWwD6Vl8Kpl?ZwQQxGi-(j8vrnjETarit,81-kLetiYzFvX5 #
6-0-1 10-6-1 15-0-1 20-7-9
6-0-1 4-6-0 4-6-0 5-7-8
4xff Dead Load Dell. = 1/16 in
1 1X4 1I 5x6
s 001 1 i i I
3
3x6
YV V 111"
4 x4 -
Y0 5 :c
Ctyv1 W2 W5 wiii
v.
In
16 17
9
8 18
111
30
6x6 3x8
3x4 6
6x6
3x3 I
6-0-1 10-6-1 15-0-1 20-7-9
6-0-1 4-6-0 4-6-0 5-7-8
Plate Offsets (X,Y)-- [2 0-5-0,0-2 0], [4:0-1-12,0-2-0]
LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/dcifI L/d PLATES GRIP
TOLL 200 Plate Grip DOL 1,25 IC 0,74 Vert(LL) 008 9 999 360 MT20 2441190
TCDL 100 Lorriber DOL 1.25 BC 0,63 Vort(C7) -0,17 9-10 999 240
BCI,l_ or) Rep Stress Incr NO WB 0,75 Horz(CT) 0,03 6 n/a n/a
BCDL 10,0 Code FBC20171TP12014 Matrix MS Weight: 113 In FT= 10%
LUMBER -
I -Of' CHORD 2x4 SP No. 2
BOT CHORD 2x4 SP No.2 2) Wind: ASCE 7-101 Vtjlt---- 1 50roph (3-second
WEBS 2x4 SP No-3 gust) Vasd=1 16rnphl TCDL=5,0psf1
BRACING- RCDL=5.0psf: h=15ft; Cat. II; Exp C, Encl.,
TOP CHORD GCp=0. 18. MWFRS (envelope); cantilever left
Structural wood sheathing directly applied or 2-10-13 and right exposed . Lumber DOL=1,60 plate grip
oc purlins, except end verticals,
DOL-1,60
B01 CHORD 3) Provide adequate drainage to prevent water
Rigid ceiling directly applied or 8-3-6 ric, bracing. ponding.
4) This truss has been designed for a 10,0 psfMrTekrecommendsthatStabilizersandbottomchordliveloadnonconcurrentwithany
required cross bracing be installed during truss other live loads.
i erection, in accordance with Stabilizer 5) ' This truss has been designed for a live load
InsbitIlation guide, of 20,Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenREACTIONS, (lb/size) the bottom chord and any other members. 11 1477/Mechanical 6) Refer to girder(s) for truss to truss connections, 6 = 1503/0-3-8 (min. 0-1 12) 7) Provide mechanical connection (by others) ofMaxIior-z truss to bearing plate capable of withstanding :36611 = 43(LC 8) In uplift at joint 11 and 370 In uplift at joint 6. Max Uplift 8) Hanger(s) or other connection device(s) shall
11 =-366ILC 8) be provided sufficient to support concentrated
6 =-370(LC 9) load(s) 102 lb down and 112 lb Lip at 6-0-1, 95 lbMaxGravtownand66Ibtipat7-0-13, " In (town and 66
11 1477(LC 1) In up at 9-0-13, 95 lb down and 66 Ih Lip at6 = 1503(LC 1) 10-6-1, 95 In down and 66 In tip at 11-11-5, and
95 Ih down and 66 In Lip at 13-11 -5, and 102 lbFORCES. (lb) down and 112 Ib tip at 15-0-1 on top chord, and
Max. Comp,/Max. Tell, - All forces 250 (lb) or less 249 In down and 119 In up at 6-0-1, 69 lb down at
except when shown, 7-0- 1 3, 69 In down at 9-0-13, 69 lb down at
TOP CHORD 10-6-1, 69 In (town at 11-1 1-5, and 69 lb down at
1-2=-2357/581, 2-12=-2589/644, 13-11-5, and 249 Ill (town and 119 In up at 15-0-1
12-13=-2589/644, 3-13-2589/644, on bottom chord, The design/selection of such
3-14--25891644, 14-15---2589/644, connection device(s) is the responsibility of4-15--25891644, 4-5=-2276/564, others,
1 - 11 z- 14 16/389, 5-6= 1446/392 9 ) In the LOAD CASE(S) section, loads applied to
BOT CHORD the face of the truss are noted as front (F) or back
10-16=-506/2112, 16-17--506/2112, B)
9-17=-506/2112, 8-9= 471/2039,
8-18=-471/2039, 7-18.--471/2039
WEBS LOAD CASE(S)
2-9=--106/668, 3-97 605/233, Standard 4-
9-1281751, 1-10--452/1980, 1) Dead + Roof Live (balanced): Lumber 5-
7- 454/1967 Increase=1 25, Plate Increase=1 25 Uniform
Loads (pIf) NOTES- Vert: 1-2=-60, 2-4=.130, 4-5- 60, 6-1 1=-20 1)
Unbalanced roof live loads have been considered G oncentrated Loads (lb) for
this design. Vert: 2=-74(B) 4-74([3) 8=-46(B) 10=-249(B) it
1- W111i'l q
S 1,, 4', "1 V 4 '1, 1, 11 t-A W 4-4 .. "J
44
Y j e bi'd i,
c, -,, " 1 3,V46 P-
qhl ,, Ml( 4 11"1 koh"', f lit P xAM it, -l!" P"."s"t i"m i i k,d 1-i't 41L,- I M P i
Job Truss iTruss Type Qty Ply
A0038209
WRGSG41'(39 JG02FG jHIPCAT
Job Reference (optional)
Al Roof Tmsses, Fort Pierce, FIL 34946, desiqn@altruss corl Rn 8 120 s Nov 12 2011 Print 8 120 S Nov 12 2017 Mi I ek Industries, Inc. Wed May 16 14 40 57 2018 Page I
ID aq 2 .piYE3xtjP8oBill-16PuSYazz2o(-Uko j7Y7loSTgw986__7SVtjOq 7aCJK,1AO513DzFvX4
8-0-0 13-0-0 20-4-0 20-7-8
8-0-0 5-0-0 7-4-0 03-8
4x6
S 00 j 12
2
W2 [31
9
4X6
4x6
3
7
6
4x4
3x4
4x4
W4
Oead Load 00, _- 1/8 in
6X6
8-0-0 13-0-0 20-4-0 2Q--8
8-0-0 5-0-0 7-4-0 0, S-8
Plate 0 , ffsets (X,Y)-- 1:0-3-0,0-1-12), (4:0-1-0,0-1-81
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Vdefl LAI PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 TG 0.80 Vert(LE) 0.23 8-9 999 360 i MT20 244/190
TCDL 10,0 Lumber DOL 1,25 BC 0,60 Vert(CT) 0,35 8-9 709 240
BCLL 0.0 Rep Stress Incr YES WB 034 Horz(CT) 0,02 5 n/la n1a
BCOL 10,0 Code FBC20171TP12014 Matrix -MS i Weight: 101 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No 2 *Exc(, t'
Fl: 2x4 SP M 30
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No 3
OTHERS 2x4 SP No,3
BRACING-
I`OP CHORD
Structural wood sheathing directly applied or 2-2 0
oc purlins, (,xG(,,.pt end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-4-1 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
9 819/Mechanical
5 = 793/0-2-12 (min. 0-1-8)
Max Her,,
9 60(LC 12)
Max Uplift
9 170(LC 12)
5 154(LC 13)
Max Grav
9 819(LC 1)
5 793(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-11251648, 2-3=-9671690, 3A=-
11151655, 1-9=-736/520, 5-1
0=-820/573, 4- 10=-720/502 BOT CHORD
8-9=-
217/292, 7-8=-483/967, 6-7=-
4831967, 5-6=-275/399 WEBS 1-
8=-
2731762. 4-6=-214/642 NOTES- 1)
Unbalanced
roof live load, have been considered for this
design. 2) Wind:
ASCE 7-10: Volt- 150rnph (3-second gust) Vasd=1
16rriph; TCDL=5,Opsf; BCDL=S.Opsf: h=1 5ft, Cat. If:
Exp C; Encl., GCpi=0.18: MWFRS 3) Provide
adequate drainage to prevent water flooding. 4)
This
Truss has been designed for a 10,0 psf bottom chord
live load nonconcurront with any other live
loads. 5) * This
truss has been designed fora live load of 20
Ops(on the bottom chord in all areas where 11 rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL = 10,
0psf, 6) Refer
to girder(s) for truss to truss connections, 7) Provide
mechanical connection (by others) of truss to
bearing plate at joint(s) 5. 8) Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 170 lb uplift
at joint 9 and 154 lb uplift at joint 5. LOAD CASE(
S) Standard k4q
w
a h n - 4 Ti. ww 4 V W ItI A A, A pi w4,l 1A !1, V A0" q , *,' W 4f, M
W sti t, I "1
1, ,,, k or. r, 4.1 0 - t't", Zo lq-q Zt ti "
70Wt
1 kuliiA'An, I l-t,' ill R i >f p044,4 M, .. t1l, ,m 4A 160 kA-1 M ?
Job :Truss Type 4ty 1 Ply
A0038210
WRGSGM G9 !i
H'P
Job Helier ence (optional)
At Roof fiu se-s, rorl 11,(Kce, fit 34946, de*,qn@ anrriss com Rung 8 120 s Nov 12 2011 Pnnt 8 120 s Nov 12 2017 Mr I of, industnes, Inc Wed May 16 14 40 57 2018 Page, 1IDn(ipIYE3xuP8oBiII16PvSYazz2of-Uko(j7Y/7oSTgw986 7SVu6g6h7aJJFkhO5BD 1FvX4
11-0-1
100-1 19-6,11 15-9-4 20-4-1 29-:-95-2-14 4 9-3 0 -6-0 4-9-4 4 6-13 0-48
3x06-6-0
3x4 Dead Load Deft. - 3/16 in
I3x4
4 5
11
6x6
10-6-1
10-6-1
Plate Offsets (X,Y)-- [3:0-2-0,0-2-11], [5:0-2-0,0-2-111, [8:0-2 -8,0- 2-12]
8
3.8
3x4 5X8
LOADING (psf) SPACING- 20-0 CS1. DEFL. in itc
TCLL 200 Plate Grip DOT 1,25 TC 0,54 Vort(f-L) 0L 19 8-
TGDL 10.0 Lumber DOL, 1,25 BC 0,59 Vorl(CT) 0,39 8-
BCLL 00 Ron Stress Incr YES WR 0.68 Florz(Cl') 0,03
RCDt- 100 Code FBC2017/-FP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2 'Except*
Bl: 2x4 SP M 30.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-3
Oc Purlins, except end verItcals,
BOT CHORD
Rigid ceiling directly applied or 7-5-4 oc bracing.
Mi rek recommends that Stabilizer5 and
required cross bracing be installed driving truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS, lh/size)
11 819/Mechanical
8 = 793/0-2-12 (min. 0 1 8)
Max Horz,
11 - 73(LC 12)
Max Uplift
I 185(LC 12)
8 = 170(LC 13)
Max Grav
11 819(-C 1)
8 793(LC 1)
FORCES. (lb)
Max. Cornp./Max, Ton, - All forces 250 (lb) or less
except when strewn.
rop C14ORD
2-3=-9711630, 3-4= -838/635,
4-5=-838/635, 5-6=-970/628
BOT CHORD
10-11 =-635/982, 9-1 0=-602/946,
8-9----602/946
WEBS
4-10=-174A50, 2-10=-215/307,
6-10=-179/269, 2-1 1=-990/687,
6-8-947/651
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
12
20-4-1 20-7 9
9-10-0 0-4-8
c) l/doll Lid i PLATES GRIP
10 >999 360 MT20 244/190
10 >624 240
8 n /a n/a
Weight 109 lb FT = 10%
2) Wind, ASCF, 7-10 ' Vult -- 150reph (3-second
gust) Vasd= I 16raph, TCDL ---5,0psf'
BCDL =5,Opsf: friii-I 5fi: Cat. 11. Exp C, Encl-
GClpi=0, 18 MWFRS (envelope) and C-C
Exterior(2) zone, cantilever 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 draina0e, to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord five load nonconcturent 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 fall by 2-0-0 wide will fit between
the bottom chord and any other members.
6) Refer to girder(s) (Of truss to truss connections.
7) Provide mechanical connection (by others) of
truss to hearing plate at joint(s) 8.
8) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 185
lb uplift at joint 11 and 170 In Uplift at joint 8,
LOAD CASE(S)
Standard
a,,t."kymnas.'*" z' '—iW'1111` "A "c d
Job lTruss Truss Type 10ty Ply i
A00382M
WRCSG4FG9 cil lCornerJack 4
Job Reference (optional)
Al Root trusses, Fort Pierce, Fl- 34946, designC(0)l truss coin Run 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 Mi-rek Industries, Inc Wed May 16 14 40 58 2018 Page I
ID:UuuyiEBP7QXokL]wJ2P5W?E2TYLJP1 I I -ywMGKu 71ZrTibXYJiJYrzkQJ DOT X212s'd Rx2q Im RZFvX 3
1-0-0 0-11-11
1-0-0 0-11-11
LOADING (psf) SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip DOL 1,25 TC 0.09
I'CDL 10,0 Lumber DOL 1,25 BC 0,01
BCLL 0,0 Rep Stress Incr YES WEI 0,00
BCDL 10'0 Code FBC20171FP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No ?
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 011-11
OG PUdInS,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
MiTok recommends that Stabilizer-, and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS, lb/size)
3 = 8/Mechanical
2 130/0-8-0 (min. 0-1-8)
4 1/Mechanical
Max Her,-,
2 --, 35(LC 8)
Max Uplift
3 = 4(L,C 12)
2 = 71(LC 8)
4 = 1(-C 1)
Max Grav
3 8(LC 22)
2 = 130(LC 1)
4 = 13(1-C 8)
FORCES. (it))
Max, Comp./Max. Ten, - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7-10: Vult= 1 50rnph (3-second gust)
Vasd= 1 16tnph; I-CDL.=5.0psf; EICIDL=5,0psf; It= 15141
Cat, 11; Exp C, Encl., GCpi=0.18 ' MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
andnd right exposed ; end vertical left exposed; porch
left exposed;C-C for mornhers and forces &
MWFRS for reactions shown. Lurnher DOL= 1.60
plate grip D01-z1,60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurront 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.
2x4
0 11-11
0-11-11
DEFL. in (loc) Well L/d PLATES GRIP
Vert(L-L) 0.00 5 999 360 MI-20 244/190
Ved(CT) 0,00 5 999 240
Horz,(CT) 0,00 4 n/a n1a
Weight: 5 lb 17T = 10%
4-1 pls' t-14' '-- 1r % i ! R,1 V ;r4.' ,0' I' l'K %, 'X o, I- t' 0, kup "t and c, 5.", "1 V: nE h.wS,eeI „- : f I W—" 4,,— Ni", '104 1.
4it . .. .... "I Olt, I", ?J"i ,A, lzlt' v, '+b," """f ' 1 1 iW kh"
O'
Aw "-1— —v,j4 0'PW" ,, "f 1i' WIW. Z'V'A. ;it 46 qM 'Jht
h nJ6 A I bot 1!'sSn A'4"'V I i".6" M P L kopwwl"" a ihfi —1, fo"m i'?,0+k4 m410 iht —1"n pom"-p 13-A. P4P1 fwwS Whs" I 1"'46 P F t.
Job Truss Truss Type Oty i Ply i
A0038212' WRCSG4F-(',9 GJIF i Corner Jack 10 1
Jot) Reference (optional) i
Al Root 1,usses, Fo, I I 1,erw. Ft- 34946, dcsign(§aItm-" com Ron 8 120s, No. I 2017 Poor 8 120 S'Nov 12 2017 MiTek Industries, Inc Wed May 16 14 40 59 2018 Pi o" 1IDaqpjYE3xuP8oRilIi6PrSYa/,z2of-Q6weYF8NK31O9I [VbYUZzXIXI-xNjnJta9ialltz'F'lvX2
1-0-12 0-10-15
1 0-12 0 10-15
LOADING (psf)
TCLL. 200
TCDT, 10,0
BCLt- 00
BCDL 100
S 00 12
1 5x4
W1
1 5X4 4
0-10-15
0-10-15
SPACING- 2-0-0 CSL DEFL, L/d PLATES GRIP
Plate Gnp DOL 1,25 TC 0,20 Vert([-[-) 0,00 5 999 360 MT20 244/190
Lumber DOL 1.25 TIC 0,09 Vert(CT) 0,00 5 999 240
Pop Stress Incr YES WB 0,00 Horz((,T) -000 3 n/a n/a
Code FBC2017IT'PI2014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No.2
BO T CI IORD 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.
MiTok recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation quide,
REACTIONS, (lb/size)
5 = 161/0-7-4 (min, 0-1-8)
3 26/Mechanical
4 2/Mechanicafl
Max Horz
5 z 52(L,C 9)
Max Uplift
5 65(LC 8)
3 = 26(LC 1 )
4 25(LC 9)
Max Grav
5 161(LC 1)
3 = 11 (LC 8)
4 16(LC 10)
FORCES, (1b)
Max, Comp,/Max, Ten, - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7-10, Vult=150rnph (3-second gust)
Vasd=1 l6reph; TGDL 5,0psf ' BCEIL=5,0psf ' h 15111
11Cat. ' Exp C, Encl., GCpr=0. 18; MWFRS
envelope) and C-C Extonor(2) zone, cantilever left
and right exposed ' end vertical left exposed'G-C for
members and forces & MWFRS for reactions
shown: Lumber DOL=l .60 plate grip D01- =1,60
2) This truss has been designed for a 10 0 fist
bottom chord live, load nonconcurront 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,
5) Provide mechanical connection (by others) of
truss, to bearing plate capable of withstanding 65
lb uplift at joint 5, 26 lb uplift at joint 3 and 25 lb
uplift at joint 4.
LOAD CASE(S)
Standard
Weight: 6 lb FT = 10%
4, t "o "o 1 J },Jsb"' 0 r 8 10" i.Ft P'( "t WA b n z.1
p""
o-"' '0
iqy"M 11") ?Ort't ! kA i-" l.lance III P f Rq'odko"' af 11,' 6—w 'a and f.. " P"A 0"I ;ko Th, Iz- A i Ro'i !wwv Awh"" I iauh iii P !
t Z4 " 16
Job Truss Truss Type
WRCSG4FG9 GJ1FG Cornor Jack
t
At Root Trusses, Fort Pierce, FL. 34946, dosiqn@altruss con,
Qty Ply A00382131
Job Reference (optional)
Run 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Wed =16 14:40 59 2018 Page I
ID:agpjYE3xuP8oBili-16PrSYazz2of-Q6weYE8NK3jO9l'iV5YUzz lalixOynJta9ialltzFvX2
0-11-12
0-11-12
5.001 12
4x4 1.
0-11-12
0-11-12
LOADING psf) SPACING- 2-0-0 CS1. DEFL.
TOLL 20,0 Plate Grip DOL 1.25 TC 0J02 Vert(LL)
rCOL 10,0 Lumber DOL 1.25 BC 0.01 Vert(CT)
BOLL 0,0 Rep Stress Incr YES WB 000 Horz(CT)
BCDL 10J) Code FBC2017/TPI2014 Matrix -MR
LUMBER -
TOP CHORD 2x4SPNo.2
BOrCHORD 2x4SPNo.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-12
oc purlins, 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. All hearings Mechanical except
jt=length) 4=0-8-1.
lb) - Max Herz
4= -19(LC 10), 1= 27([-C 9)
Max Uplift
All uplift 100 lb or less at joints)
2, 1
Max Grav
All reactions 250 lb or less at
joint(s) 4, 2, 3, 1
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7- 101 Vult= 150mph (1 second gust)
Vasd=1 16mph; I'CDL--5.Opsf, 13CUIL-5.0psf, 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 oxposed'C-C for
members and forces & MWFRS for reactions
shown; Lumber D01_=1.60 plate grip DOL=l .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 fora 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, 1,
LOAD CASE(S)
Standard
in loc) I/defi L/d PLATES GRIP
0,00 4 999 360 MT20 244/190
0,00 4 999 240 i
0,00 2 n/a n /a
Weight: 4 lb FT = 10%
11 11111" 01 " 14 '4 im"i N,r" 0 W, '' r .4 1',' 4, 14' .181, k 1, tm" ' N V t 1M cA t! "I "A'Age vr 41 , '14 "j", J "v
i, k s :
14'14 'P14 .1 -,'14 k, 'A' 'd I 'v IM 1 (A D
f 44 6 Fri! ""l
1,41W11 N hwt."rl
Job Truss Truss Type T Qty Ply i
WRC5G4f-G9
1CJ11=R i nerGo, 2Jack A0038214i
i I
Al Root itlisses. Fort Ptelce, Fl34946designJ) , , ((ung Job Reference (
optional(optional)a I
taiss cofil 8 120 s Nw 12 20111 'not 0 8 11Nov 12 2017 MIT(* Indudoes, Inc, Wed May 16 14 41 00 2()18 F''go: I ID )qC)jYE;IxtjP8oBilti6PrSYazz2of-u,JUOI i9?SNrFtictlifF'?CVkliDKiyWiii/kOMjrqj/Fvx1 1-0-12 0-10-15 1-0-
12 0-10-15 LOADING (psf)
TOLL 200
TCDL 100
BOLL 00
BCDL 10,
0 SPACING- 2-
0-0 Plate Grip
DOL 1,25 Lumber DOL
1,25 Rep Stress
Incr YES Code FBC2017rF[
112014 LUMBER - TOP
CHORD
2x4 SP No,2 BOT CHORD
2x4SPNo,2 WEBS 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 0- 10- 1 f 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) 5 161/
0-7-4 (min, 0-1-8) 3 = 26/
Mechanical 4 = 2lMechanical
Max Horz,
52(LC
9) Max Uplift
5 = 65(
LC 8) 3 26(
L.0 1 4 = 25(
LC 9) Max Grav
5 161(
LC 1) 3 11 (
LC 8) 4 = 16(
LC 10) FORCES. (lb)
Max. Comp./
Max. Teri All forces, 250 (lb) or less except when
shown. NOTES- 1)
Wind:
ASCE 7- 10; Vuft- 1 50tnph (3-second gust) Vaisd= 1
16rnph, TCDL=5.Opsf, BCD[- -5,0psf; it= I 5ft, Cat, If:
Izxp 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 ,,
actions shown; Lumber DOL1,60 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 b(,(,,.n designed for a live load of 20,0psf on
the bottom chord in all areas where rectangle 3-6-
0 tall by 2-0-0 wide will fit between the 5.00 1
12 1 Sx4 ii
Tl 'I wl
BI 1
5x4 !
1
4 0-10-15
0-10-15
CS1. DEFL. in (
loc) lidefl TC 020 Vert(( -,
I-) 0,00 5 >999 BC 0,09
Ved(c T) 000 5 >999 WB 0,00
Hori,(CT) -0,00 3 n/a Matrix -MR 5)
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 L/d
PLATES
GRIP 360 MT20 244/
190 240 nla Weight:
6
lb
FT = 10% ceC t I'
ll le r ke irf 1, V""'t M iN. kt, t Ityf 9 W501, V4 e0l", M 14 9N t"',ri SM T i i111 N, ',t I 40,4 t' ? :,Awtin, o, n1-114 11, rt"6 -4"l h,
Job Truss Truss Type 1 Qty Ply ii A00382151!
WRCS(W-G9 CJ3AF Corner Jack
i 'Job Reference (optional)
Al Root Trusses, f oft Pierce, FL 34946, desigril@§allross coin Pon 8 120 s Nov 12 2017 Pont 8120 s Nov 12 2017 MiTek Industries, Inca Wed Wg 16 14 41 00 2018 Page I
lt). UurnE_[1PzQXokUWJ ?PbW?E2TyuP 1 h- uJU0la9?5NrFnctt kKWnilkOMJrqJzFvXl
i
2-7-3 i
i 2-7-3
LOADING (psf) SPACING- 2-0-0
1 CU 20,0 Plate Grip DOL 125
TCDL 10,0 Lumber DOL 125
BCLL 0,0 Rep Stress Incr YES
BCDL 10,0 Code FBC20171TP12014
LUMBER -
TOP CHORD 2x4 SP No 2
BOTC1-10RD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-3
OC pUrlins, 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)
4 = 96/0-3-8
2 = 68/Mechanical
3 271Mochanical
Max Horz
2 66(LC 9)
Max Uplift
4 = 45(LC 9)
2 = 34(LC 12)
Max Grav
4 = 96(LC 1
2 68(1-C 1
3 = 46(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----1 16mph; TCDL=5.Opsf; BCDL=5.Opsf' h=1511;
Cat, 11: Exp C, Encl., GCpi=0.18; MWFRS
envelope) and C -C Exterior(2) zone, cantilever left
and right ex posed 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.
5,00 12
1 5x,
I 5x4
2-7-3
2-7-3
CSL DEFL. in loc) I/dcfl L/d i PLATES GRIP
TC 0.18 Vert(I-L) 000 3-4 999 360 MT20 2441190
BC 006 Vert(CT) 0,00 3-4 999 240
WB 0,00 liorz(c r) o,o 1 4 n/a n/a
Matnx-MR Weight: 10 lb FT = 10%
LOAD CASE(S)
Standard
UM W, A', 'N t", I! Wt X;110' rPlA %IIX V0 1- 1, 0, r, Ft W—, 09'11, A,
4 d1 r,4 . . ......
14 o ^e IN, I*.1 V,0- IS E I,", Ik j v 1- 11 i
ry#
4,451 It
A Dww,
Gp,,ghl D ?N1 1 R,,,(l ...... 1 4'4, 111 P I k,p qoq,- of this tr.z sicri.Iri q"y 1"'. 6 V,01,11,d —Ir" lof iwwI A"f-, 1"ct'h 1i r 1
Job 'Truss 1 Truss Type Qty 1 Ply
Come, Jack
A0038216!
WRGSG41 G9 10
Job Reference (optional)
At Hoof I russes, Fo,l Pierce, F L 34946, design(@a1t,uss corn Ron 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 1.1 41 01 2018 flage I
ID:agpjYE3xuP8oBi1Fi6PrSYazz2o(-NV2PzwAdsliz6Prt)SuDzXR2yi-rUkI F-IFDMtd03PMI,+vX0
1-0-12 2-10-15
1-0-12 2-10-15
LOADING(psf) 1 SF
TCLL 20.0 PI,
TCDI_ 100 Ln
BGI_I_ 10 Rc
BCDL 10,0 Cc
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4SPNo.2
WO
3x3
4
2-10-15
2-10-15
kCING- 2-0-0 CSL DEFL. in loc) Well L/d
e Grip DOL 1,25 TC 0,36 Vort(LL) 0,01 4-5 999 360
fiber FOOL 1 25 BC OF2 1 Vert(CT) -0.01 4-5 999 240
Stress Incr YES WB 0.00 Hor/,(CT) -0 02 3 n/a n/a
e FBC2017/rPI2014 Matrix MR
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
FOP 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 cc bracing,
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 197/0-7-4 (min,0-1-8)
3 66/Mechanical
4 26/Mechanical
Max Herz
5 = 79(LC 9)
Max Uplift
5 52(.-C 8)
3 = 57(LC 12)
4 = 3(LC 9)
Max Grav
5 = 197(LC 1)
3 = 66(TC 1)
4 = 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCIE 7-10; Vult 150rnph (3-second gust)
Vasd= I l6rnph ' TCDI-.-z5.Opsf ' BCDLz5,Opsf ' h= 15111
Cat, II; FxP G, EncF, GCpi=0. M MWFRS
envelope) and C-C Fxterior(2) zone, cantilever left
and right exposed , end vertical left oxposed;C-C for
members and forces & MWFRS for reactions
shown-, Lumber DOL-11.60 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,Opst 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
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10%
q,t, — 1,4 'W Vx ,A ",*X yqkS & MV,l0, 9.IT: W4 <4UY 1— 1, 1, tl ke nu4, i "O'l N, f W,-, 4", jo,j I 44
e, 14z,14 4, An ivw w0o'.
WIv,- A 14W+, 101110 11 W 11 r 114 1N I01 sa
t 4 0 Wd, 4-, 1 04,n,4p!,, 16
00, oJa.1 lj-Nr ZQ M 0't t 4 i9u
apt ?Olt kt kdlnrs>e
A"A"o, b"'Wii PI,
Job 'Truss Truss Type City Ply
A0038217
iWRCSG4FG9 CJ3FG Corner Jack 1
Job Reference (optional)
AI Roof Trusses, Fort Pterce, FL 34946, design@)a 1 truss coin Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 MiTek Indusines, Inc Wed May 16 14 41 02 2018 Page 1
ID agpjYF3xuP8oBil[16PrSYazz2of-rticnAGBFd_ 5z0vv14ng2gb9N018Na gclr(joyvCzFvX?
2-11-12
2-11-12
500112 2
11
I 5x4
ri
10
WI:
LOADING (psf) SPACING- 2-0-0
TCLI_ 20.0 Plate Grip DOL 1,25
TCDt- 10.0 Lumber DOL 1,25
BCLL O-O Rep Stress Incr YES
BCDL 10.0 i Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-12
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)
4 111 /Mechanical
2 78/Mechanical
3 32/Mechanical
Max Herz
4 -,_ 67(L-C 9)
Max Uplift
4 = 5(L,C 12)
2 60(LC 12)
3 = I(LC 9)
Max Grav
4 II1(LC 1)
2 78(LC 1)
3 = 53(LC 3)
FORCES. (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7- 10, VUlt=150rnph (3-second gust)
Vasd=1 16mph; TCDL=5.0psf ' BCDL=5.0psf ' 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:C-C for
members and forces & MWFRS for reactions
shown: Lumber OOL= 1,60 plate grip DOL= 1,60
2) This truss has been designed fora 10.0 psf
bottom chord live load nonconcurront 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
bottorn chord and any other members.
U3 :1
2-11-12
2-11-12
CS1. DEFL. in loc) Ildeft Ud PLATES GRIP
TC 0,33 Vert(L-L-) 0.01 3-4 999 360 MT20 2441190
BC O20 Vert(CT) 0,01 3-4 999 240 WB
0,00 Horz(CT) 0.02 2 n/a n/a Matrix -
MR i Weight: 11 Ib FT = 10% LOAD
CASE(S) Standard
W-
4 iHta A-1,14, ea WA i V1yt "!Ar" V414, I z W k M RK t, , 1,0 r t:O, 4, +44- .., " 1 .t -,m of '4 c !, , 'S 1, . >-j U: , 41,, 1 eu 1, W,.m fAo '104 " .1, 1 141 ", W,
W( 1 , " :} kl h p 4", 1, 0, 1 ',- , 'el . .1 !'H - e -0 t, V*,;'o "i ,, ",01, t l 4,1 F' , , I 1 s .1 114 111, , 11W ,, A" ;1 4 *W v .h", A - -
IM, 14 W n 0, tt, r- " I , ,, 1A, 'Int, , 0 K A, t W 1!e 1, k 4, 10, '4 t h, 51 A 44 ,, 0 1, 'JO", iAq "'Ok" .0', e '1d 0 01(
8 1 1
r, k1 51, I'll, (111k SL — t, T11 ,,j .i 4 NMI" 41"I'l 1011, 1 1 11- M1 M 1 14 " M A Wl 'M 44 k,
y"I a,+x, ry tz6ru".nz„#I ,<r 1a =pee , 1L , " .rink. p, , , - j—, I ., j IWA 1601 .
hk,il 1,,4011 Rqwlel,,nst A,,mw
Job jruss 1 Truss Type !Qty Ply
WRcs(A I G9 GJ31- 11 Corner Jack 2 1A003821W
Job Reference (optional)
Al Roof I Risses, Fort Pierce, FL Run 8 120 s Nov 12 2011 Flnn t 7 120 s Nov 12 2017 Mi I-ek Industries, Inc Wed May 16 14 41 02 2018 Page
i
I
ID agpjYF3xuP8oBilI I6PiSYazz2of-rh(-nAGBFd SzOwl4ng2gb9NOe8N[-,gc.lrgoyvCzFvX? rt1-0-12 2-10-15
1-0-12 2-10-15
3x3 i
2 10-15
2-10-15
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) Udell L/d PLATES GRIP
TCI-L 20,0 Plate Grip DOL 1,25 TC 0.33 i Verl(Ll--) 0.02 4-5 999 360 M T20 244/190
ICDL 10,0 1-Urriber DOL 1,25 BC 0,22 Vert(CT) T) 0.02 4-5 999 240
BCLI- 0,0 Rep Stress Incr YES WB 000 Horz(Cf-) -0.03 3 n/a n/a BCDL
10,0 Code FBC2017/TP12014 Matrix -MR Weight: 12 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SE' No,2 BOFCHORD
2x4SPNo.2 WEBS
2x4 SP Nr),3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-10-15 oc
purlins, except end verticals. BOT
CfIORD Rigid
ceiling directly applied or 10 0-0 oc, bracing. MiTok
recommends that Stabilizer's and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
Ib/sve) 5
197/0-7-4 (inin, 0-1-8) 3 =
66/Mechanical 4
26/Mochanical Max
Her/ 5
1w 79(1,,G 9) Max
Uplift 5 -
92(LC 8) 3 =
57(LC 12) 4
40(LC 9) Max
Grav 5
197([-C 1) 3
66(l-C 1) 4
51 (LC 3) FORCES. (
lb) Max.
Comp,/Max, Too, - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7 10, Vult---1 50ruph (3-second gust) Vasd=
1 16rnph; TCCL--5,0psf; BCDL-5.0psf: h- 15111 Cat.
11 ' Fxp C ' Encl- GCpi=O, 18 ' MWFRS envelope)
and C-C Exterior(2) zone. cantilever loft 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.() psf bottom
chord live, load noncoricurrent with any other live
loads, 3) '
This truss has been designed fora 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 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ih
uplift at joint(s) 5, 3, 4, LOAD
CASE(S) Standard
11W
1, I
V1, A I 1A f1- t, 11 119 1 A 11 "An'.vi 1 2 f g w,1,4 ,, 1, 7110 al-4, 1 t, f—
JN 1A", t,,e01 6W riz,Wl, 0 M ,4!4,
m Ty,8 t, t .!oo
Bry 31111' I ,, 4,, P1 n0A I f('
01,s- i'A""I k"'Wil H A,0- I N w Ij AQ46
Job Truss Truss Type
WRCSG4FG9 GX)AF cornier Jack
Ai 1 oof Trusses Fort Pierce, FL 34946, designiiila I truss com
3x3
Run'-8 120 s Nov 12 2017 Print 8 120 s Nov I
ID Uu(TiEBPzQXokuwJ2P5W'?E2TyuP1li
4-7-3
4-7-3
3x3 11
4-7-3
4-7-3
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in loc) Weft L/d
TCLL 20.0 Plate Grip DOL 1,25 I-C 0,43 Vert(LL) 0.02 3-4 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0-04 3-4 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.05 4 n/a n/a
RCDL 10,0 Code FBC20171TP12014 Matrix -MR
LUMBER -
TOP 1-HI-IRD 2x4 SP Not 2
5) Provide mechanical connection (by others) ofBOVCHORD2x4SPNo.2
truss to bearing plate capable of withstanding 100WEBS2x4SPNo,3
lb uplift at joint(s) 4, 2, BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-3 LOAD CASE(S)
oc purlins, except end verticals. StandardBOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizer-, and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 = 176/0-3-8 (-nin. 0-1-8)
2 = 1241Mechanical
3 = 52/Mochanical
Max Harz
2 93(LC 9)
Max Uplift
4 60(LC 12)
2 54(l-C 12)
Max Grav
4 176(t-C 1)
2 = 124(LC 1)
3 = 84(LC 3)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-4=-1 761280
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf, BCDL=5.Opsf: li= 1 5ft,
Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
and right exposed I end vertical left exposed.C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOLE1.60
2) This truss has been designed for a 10,0 psf
bottorn 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
A0038219i
16 14 41 03 2018 Panel
PLATES GRIP
MT20 244/190
Weight: 16 th FT = 10%
W H I,w Mill 1,' 1, 0
tlfP is 'i,iV 4 All, !I, iPl' I "p- , I SM 10, JO-1: y 'm I, f Do I;o'—'l I,, PlIono "4- Ili' o'rllrrll I N I-F "4 Iq I s 'A l't l'110,111
4 0 1 W*' li, "'P—ihk I!, l' I I'll lwu I 1 . -, otol 0 111 1, y' " I. "' A'I; lf, vi (1, i 'i, il- 'I! ' j"Ij AA 4, q,
IN at ilq Ili 11 rl'111" M (o "", v,"" :911 141'40',1111111 W1 'tt "iI,"'Ov Y— p,i— "r— I
Id"N 6 A'vl liv'l "'i", ir.P rill, "d"s i" 1 "4 ij j— " I ",O'l III '1 4""'1 K 1
4pllsht"l) "16 A I bdlfil"I A'4110ilfl 1""hiM P 1, 6wwm -'qf— I Rae(I P I
I Job !Truss Truss Type Qty Plyi i
A00382201
WRGSG4FG9 Go, no Jack
I Job Reference (optional)
Al Root Trusses, Fort Pierce, Fl- 34946, ricsign(a?o1vuss coru Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MTek industries, Inc Wis.1 May 16 14,41 04 2018 Re I
lD:agpjYF3XtJP8oB01 16PrSYazz2of-ri4iXbyCW9(LgGFATu,'j489iiTGJy, ysa6K,)zl-13y4zFv z
14-12 4-10-15
1 0-12 4-10-15
oo12 I
Sx4 VVI:
31
4
4
xb 4-
10 15 4-
10-15 LOADING (
psf) SPACING- 2-0-0 CS1, DEFL. in fee) 1/def] I'M PLATES GRIP TCLL
20,0 Plate Grip DOL 1,25 TC 0,71 Vort(LI-) 0.05 4-5 999 360 MT20 244/190 TCDL
10,0 Lumber DOL 1.25 TIC 0.47 Ved(CT) 0,05 4-5 999 240 BCLL
0.0 Rep Stress Incr YFS WB 000 Horz(CT) 0,08 3 n/a n/a BCDL 100
Code FBC201711-f"12014 Matrix -MR Weight: 18 In 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 vexticals, 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) 5 = 270/
0-7-4 (min,0-1 8) 3 = 126/
Mechanical 4 53/
Mechanical Max Hor7.
5 = 106(
L-C 9) Max Uplift
5 55(
LC 8) 3 93(
LC 12) Max Grav
5 = 270(
LC 1) 3 126(
1-C 1) 4 = 89(
l-C 3) FORCES. (lb)
Max. Comp./
Max. Fort, - All forces 250 (Ib) or less except when
shown. TOP CHORD
2-5=-
229/290 NOTES- 1)
Wind:
ASCE 7- 101 VLjlt,-- 1 50mph (3-second gust) Vasd=1
16roph TCDL=5,Opsf BCDL=5,0psf; Ti=15ft. Cat, 11 '
Exp C, 6icl, , GCpr--0,18: MWFRS envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposcd,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 5) Provide mechanical
connection (by others) of truss to hearing
plate capable of withstanding 100 In uplift at
joints) 5, 3 LOAD CASE(S)
Standard J" 'it", -
t1:
4c:, ;e, 1" F l *104 J, ' Y,4, 11
1 a f'. 1 1, it d,l i il""r 4 AwcI k0,
t nl Mi, 'r, ir " w
lav, ,I -0*t, 1, 6a afl " 1, 'N,t 47 ""mw 4rn x 4 r 1. I p
Fe IUEd i ps 0 f"Yi c ' 1, O, W _4 ic 4 14 14 0 ,,i "'N' I Aill," .111 "A 0 W 1 1 T1. 4 ;1111 M
P40— 0i V i ij h" "o. !I 4 t(t N 1F I t f,40 c i A-w ei,
o pm 2 o4lr 114 1.11 . ,,,.,a h c 14 14 i" 0 VA , M WA I ki"fl,v ... < Wt"41
1,40111 fi ,Iqtwri -rerpt-w,,Iw4A I Ro!6- Pi sort P 1, W!4.
1 Job iTruss i Truss Type City Ply
A06,382211
WRGSG4J_G9 1 CJSFG Corner Jack
Job Reference (optional)
Al Roor Trusses. Fort Pierce, H, 34946, desigri(q)a I truss corn Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 Mi fek Industries, Inc Wind May 16 14:41 04 2018 PpLe. 1
ID:,igpjYF 3xuP8oBiII16PrSYazz2of-n4jXbyCW9(;LgGEATu548ga]'KpyI CSa6KJzli3y4zf-vt z
4-11-12
4-11-12
Im
4
30
4-11-12
4-11-12
LOADING (psf) SPACING- 2-0-0 CSL DEFL,
TOLL 20,0 Plate Grip DOL 1,25 TG 0,48 Vert(U-)
TCDL 1110 Lumber DOL 1.25 BC 0,26 Vert(CT)
BCLL 0,0 Rep Stress Incr YES WB 000 Horz(CT
BCDL 10.0 Code FBC2017(TP12014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No,2
130T CHORD 2x4 SP No,2
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1 1-12
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)
4 191/Mechanical
2 134/Mochanical
3 57/Mectranical
Max Harz
2 94 (LG 9)
Max Uplift
4 = 67(LC 12)
2 56(LC 12)
Max Grav
4 = 191((-C 1)
2 = 134(LC 1)
3 92(l-C 3)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-4=-183/297
NOTES-
1) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vas& 1 l6mph, TCDL=5.Opst; BCDL-5.0psf: h= 1 fift,
Cat, II; E:xp 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=11,60 plate grip D0L=1 .60
2) This truss has been designed fora 10,0 psf
bottom chord live load nonconcurront with any other
live loads.
3) 1 This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where
rectangle 3-6.0 tall by 2-0-0 wide will fit between the
10
in loc) I/def! L/d PLATES GRIP
0.03 3-4 999 360 MT20 244/190
0,06 3-4 999 240
0,05 4 n/a n/a
Weight: 17 lb FT = 10%
5) Provide mechanical connection (by other-s) of
truss to hearing plate capable of withstanding 100
lb uplift at joint(s) 4, 2.
LOAD CASE(S)
Standard
l-, U,"H, -- 1" 'A i It 11 „3 i k9i 1, 111,,9 'MT, 0i %E"A 1" 1- 1, ft,if j—,4" 1-4 "A 1v - i 1_' )-,"q W: '. N .1,,I,r? l iced i I , M-, Ir" a, I- knit,;0
Ml 11, 1-1 1W ',"a ill I", i 11 111( 1, - -,, I l , i.-: R! "o ., i P q$[s r i 1 t Y 41t t! d t <cI"i I I', W I, ,I, la " 'tri'r pt t"l'o, r,
r,' c,*q 11, a qr- 0 1 'a 4• 1,14 W. mmlor, Iri iI, ,,I , 1, It
1 0 1 . i-r. :Iflll It"
ItJ C4,14 t, z 'i,*0 I?"$ -,1 114 1., , -'d .r_ t, "I o 14,4 W VI,J " !ii I 0'
t 4onq67
iC?Ii"0011 P I I "
Job I Truss Truss Type
WRCSG4FG9 tCJSFP Corner Jack
A I Roof Trusses, Foil Pierce, Fl- 34946, design((Paltress cooi 1-
0-12 1-
0-12 Qty
Ply A0038222:
2
Job
Reference (optional) Run_
8 120 s Nov 12 2017 Pnot 8 120 s Nov 12 2017 MiTek Indusines, lor, Wed May 16 14 41 05 2018 llage. I ID
aqpjYF3xuP8oBill 16PcSYazz2of-FGi-lvoID8vvl-XtOI(SpbNCo?I-YI-JcBlMTYdlcUXzFvWy 4-
10-15 4-
10-15 4
3x4
4-
10-1 5 4-
10-15 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d t PLATES GRIP TCIJ-
20,0 Plate Grip 001- 1,25 TC 061 Vert(LL) 0,12 4-5 460 360 MT20 2441190 TCD[-
10 0 Lumber DOL 1,25 BC 0,57 Vert(CT) 0,11 4-5 520 240 BOLL
00 Rep Stress Incr YES WH 000 ilorz(c r) o, i 2 3 n1a n/a BCDL 10,
0 Code FBC20171TP12014 Matrix -MR Weight: 18 lb FT - 10% LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4SPNo.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,
REACTIONS. lb/
size) 5 = 270/
0-7-4 (min, 0-1-8) 3 = 126/
Mechanical 4 53/
Mechanical Max Horz
5 106(
L-C 9) Max Uplift
5 = 125(
LC 8) 3 93(
LC 12) 4 = 59(
LC 9) Max Grav
5 = 270(
l-C 1) 3 = 126(
1C 1) 4 89(
t.,C 3) FORCES. (lb)
Max, Comp./
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-5=.
229/272 NOTES- 1)
Wind:
ASCL, 7- 10; Vult-1 50rnph (3-second gust) Vasd= 1
16roph ' I CDL=5.Opsf; Bll CDL=5 Opsf 1 5ft, Cat. 11, Exp
G, 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 DOLm1,
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 fora live load of 5) Provide mechanical
connection (by other,,;) of truss to hearing
plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 5=125, LOAD CASE(S)
Standard n' 'nv
A.,
Zt
k)b Truss Truss Type City Ply
A0038223i
WRGSG4FG9 I DQ51_ j Half i lip Girder
Job Reference (optional)
Al likoot Fmsses, Fart Pece, F1_ 34946. design((,ba 1 Miss coin Run 8.120 s Nov 12 2017 Print 8.12O s Nov 12 2017 MiTek Indusuies, Inc WOO May 16ID:lhohl IqqcR5jfhi7ZLq IloUyiKGA-jTrIO(JEmqDbOVYKrOW6cl?Yi'lltlfwO3clt)I irriAl ZWPage
1-
0-12 1 i 4 4-
11-4 9-3-4 13-7-4 1-
0-12 4-11-4 4-4-0 4-4-0 5X6
5x4 '
I U4 i
50011212A
4x4,
2
VV W F W W4 9
W11 W-
11, fi
13
7
14
15 1
5x4 i 4
XA 3x8 6
I
5x4 4-
11-4 9-3-4 13-7-4 4-
11-4 4-4-0 4-4-6 Plate
Offset-, (X,Y)-- 3:0-1-4,0-2-81 LOADING (
psf) SPACING- 2-0-0 CS1, DEFL, in lac) Ilden L/d PLATES GRIP TCIA,_
200 Plate Grip DOL. 1,25 TC 0,37 Verl(LL) 0,02 7-8 >999 360 MT20 2441190 TCDL
100 Lumber DOL. 1,25 BC 0,39 Vert(CT) 0,05 7-8 >999 240 BCI_
L 0,0 Rep Stress Incr NO WB 0,42 Horz(CT) 0-01 6 n1a n/a BCDL
10,0 Code FBC2017frPI2014 Matrix MS Weight: 78 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No 130T
CHORD 2x4SPNo,2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-4-14 oc
purlins, 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) 6
907/0-4-0 (rnin. 0-1-8) 9
866/0-7-4 (min, 0-1-8) Max
Hor-z 9
107(LC 5) Max
Uplift 6 -
187(LC 5) 9 -
208(t-C 4) Max
Grav 6
907(LC 1) 9
866(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (11b) or less except
when shown. TOP
CHORD 2-
3:7-1086/244, 3-10=-911/199, 4-
1 0=-911/199, 4-11 =-911/199, 11-
12----911/199, 5-12=-9111199, 5-
6=-832/216, 2-9=-817/229 BOTCHORD
8-
13=-243i945, 7-13=-243/945 WEBS
4-
7.--4661196, 5-7--244/1102, 2-
8=-1501862 3)
This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other
live leads, 4) *
This truss has been designed fora live load of
20 ' Opsf on the bottom chord iordin 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 hearing plate capable of withstanding 100 lb
uplift at joint(s) except (jt--lb) 6= 187, 9=208. 6)
Hangei (,-,) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 156 In down and 171 lb tip at 4-11 4, 67 b
down and 56 In kip at 7-0-0, 67 lb down and 56 b
tip at 9-0-0, and 67 In down and 56 lb up at 11-
0-0,and 671bdown and 561bupat 12-2-Oon top chord,
and 117 lb down and 32 lb up at 4-11-
4, 50 lb down at 7-0-0,501bdown at 9-0-0, and 50 lb
down at 11 -0-0, and 50 lb down at 12-2-0
on bottom chord. The desigrilselection of such connection device(
s) is the responsibility of others, 7 ) In
the
LOAD CASE(S) section, leads applied to the face of
the truss are noted as front (F) or back B) LOAD CASE(
S)
Standard 1) Dead
f
Roof Live (balanced): Lumber lncreasw=1.25,
Plate Incroase=1 25 Uniform Loads (pff)
Von: 1-2=-
60, 2-3=-60, 3-5-60, 6-9-20 Concentrated Loads (lb)
Vert: 3=- 156(
F) 8= -79(F) 4--67fl 7-33(F) I 0=-67(
F) 11 -67(F) 12---67(F) 13=-33(F`) 14=-33(F)
15=-33fl NOTES- 1) Wind:
ASCE
7-10: Vult=150(itph (3-second gust) Vasd=116rnph; TCDL=
5,Opsf, BCDL=5,Opsf, h--.15ft; 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
Aq! I" "w ?,
a -, & 111 1, "
f-' JN "Ow 04 "i q v Ir < r r a0 A "0" PI,
I 1""
5. 11i P i of i M'
A'b
iJab Truss Truss Type jQty Ply A003822JI
DoGF Flair fripWRGSG4FGo
Job Reference (optional)
At Roof Tmsses, For( Pierce, VL 34946, Pun 8 120 s Nov 12 2017 [',in( 8 120 s Nov 12 2017 MiTek industries. Inc, Wed May 16 14 41 06 2018 Page 1
ID:UuniFBPzQXokuwJ2P5W'?F2TyuPIli-j I ilOdEiiiqDt)OVYKrOW6cl?Yc7iliFwPdcfnI ImAl ZzFvWx
1-0-12 6-11-4 13-1-4 13 4T12
1.0-126-11-4 6-2-0 0-3 8 4x6
4x4 4
3x6
4.8 U6
6-
11-4 13-1-4 13-4-12 6-
11-4 6-2.0 6 38 Plate
Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (
psf) SPACING- 2-0-0 CSL DEFL. in loc) Udell Ltd PLATES GRIP TCLL
20,0 Plate Grip DOI, 1,25 I-C 015 V(,rt(l-[,) 0,06 7-8 999 360 MT20 244/190 rCDL
10'0 Lumber DO[- 1.25 BC 0,41 Vert(CT) 0.12 7-8 999 240 BOLL
0,0 Rep Stross InGr Y F, S WB O38 Hor/,(CT) 0.00 5 n/a n/a BCDL 10,
0 Code f-BC2017[TP12014 Matrix -MS Weight: 74 lb FT'n 101% 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 puffins,
except end verticals. BOTCH013D Rigid
coiling
directly applied or 8 4-14 oc bracing. MiTok recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (fb/
sve) 8 = 601/
0-7 4 (min. 0-1-8) 5 503/
0-2 14 (1nin. 0-1-8) Max Horz
8 = 134(
1C 9) Max Uplift
8 135(-
C 12) 5 143(
LC 9) Max Grav
8 601 (
t-C 1) 5 503(-
C 1) FORCES. (1h)
Max. Comp./
Max. Ten. - All forces 250 (1b) or less except when
shown, TOP CHORD
2-3=-
610/330, 1 4=-473/372, 4-6=-
467/407,2-8-- 538/471 601 CHORD
7-8=
480/301 WEBS 3-
7=-
174/284, 4-7-4111518, 2-7=
01278 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 [)late at joint(s) 5. 6) Provide
mechanical connection (by others) of truss to
hearing plate capable of withstanding 100 In uplift
at joint(s) except (jt=lb) 8-1,15, 5=143 LOAD CASE(
S) Standard NOTES-
1)
Wind:
ASCE 7-10. Vult= 1 50ruph (3- second grist) Vasd= 1
116mph; TCOL-5.0psf; BCDt---5 Opsf, h'-' 1 5ft: Gat. 11
Exp C r--ncl,, GCpr--0,18, MWERS 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 DOI----1,60 2) Provide
adequate drainage to prevent water 0%,"'l,
WA te,,4- hl--N 4 t'
A, 4,"O'§ Ir, .4 lt 4, 11 1","'lit V 0 1"d "'o 11, v I "O,WT' "m" '
t- F q. 14.14 ll 4 -
1 1 "14, l' Olp! n e. 1 el-, 'p 3 a} 4, i " Opl!gu 0 n
i 4 k,4 A mh,, 1 1,44 ill P 1, ,f 11,", b"w'l 1—y fmn. i, R'*Wd w;lhol the wadcn rzrnsli,ita:nklR,:ol i,s,,esAniAoor I i-b ill, P
Job Truss i Truss Type oty Ply 1 i
A0038225
WRCSG4VG9 001F t Half Flip I I
lJob Reference (optional)
At Roof Trusses, F out Pierce, FL 34946, designi§W(russ coin Run 8 120 s Nov 12 2011 Print 8 120,s Nov 12 2011 MiTek Industries, Inc Wed May 16 14 41 07 2018 Page I
ID UutnEBPzQXokuwJ2P5W'C2TYLIPIli-BfPqDzEORXiF7hvlZD(.IrlDbqq9OTfo3in?xWjZPzFvWw
1-0-12, 6-4-8 8-11-4 13-1-4 13,402
1-0-12' 6-4-8 2-6-12 4-2-0 0'318
3x4 3x4
Dead Load Deb. = 106 in
9
5 00:i 12 3x4
3
T1
it
3x4
W4,
W2
A6KJ
8 7
3X6 4x4 4x4
6-4-8
i
8-11-4 13-1-4 13r4,12
6-4-8 2-6-12 4-2-0 0-3-'8
Plate Offsets (X,Y)-- t2:0-1-0,0-1-8], [4 0-2-0,0-2-111, t7:0-2-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d PLATES GRIP
FCL.L 20,0 Plate Grip DOL 1 25 T-C 0,56 Vert(LL) -0,06 7-8 999 360 MT20 244/190
TGUIL 10LO Lumber DOL 1.25 BC 0.48 Vert(CT) -0,14 7-8 999 240
BCLL OLO i Rep Stress Incr YES WB 0,63 Horz(CT) -0.0 1 6 ril"I n/a i
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 75 lb FT = 10'/,i
LUMBER -
TOP CHORD 2x4 SP No.2 4) This truss has been designed fora live load
BOf`CHORD 20 SP No.2 of 20 Opst on the bottom chord in all areas where
WEBS 2x4 SP No.3
a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenBRACING-
the bottom chord and any other members. TOP CHORD
5 Provide mechanical connection (by others) of
Structural wood sheathing directly applied or 6-0-0 truss to bearing plate at joint(s) 6.
oc puffins, except end verticals. 6) Provide mechanical connection (by others) ofBOTCHORD
truss to bearing plate capable of withstanding 100Rigidcoilingdirectlyappliedor8-3-12 oc bracing in uplift at joint(s) except (jt=lb) 9w136, 6-138,
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer LOAD CASE(S)
Installation guide. Standard
REACTIONS. (lb/size)
9 60110-7-4 (min. 0-1-8)
6 = 50310-2-14 (mill. 0-1 -8)
Max Horz.
9 165(t-C 12)
Max Uplift
9 1 36(LC 12)
6 138(LC 9)
Max Grav
9 601(LC 1)
6 503(LC 1)
FORCES. (1b)
Max, Comp./Max. Ton. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-661/347, 2-97--549/44 7
BOTCHORD
8-9=-44 2/244, 7 -8--4951549
WEBS
3-7=-578(529, 2-8=-97/438
NOTES-
1) Wind: ASCE 7-10. Volt-- 150roph (3-second grist)
Vasd=l 16mph, TGDL=S,Opsf, BCDL-5,Opsf, h 15111
Cat- I I ' Exp C; EncA,, GCpi=0.1181 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) Provide adequate drainage to prevent water
ponding,
3) This truss has been designed for a 10.0 psf
cit q""'
04 o'-- P- 0 t';P v4 .4t, f';
Iv 4111-
Yti g E0,m vt . ..... "A0141114 14 -v 141
14 }N-'! 11, 010,1 f vhH1l N 11U I j -'j— M 1'„sa,i<a ,, me: Nv'i 0"_' 44"o
i, qn4 i, 9lx,.x„ia,e4 t 1" , -r 'V ;I ; N I 14'N ,'. ;', 11, , ., 4&j fl, 'v " i" i" , cl i " T, i op"'hl '() 2 R
i 6 A 1 bd I ,- Whn' i I I oroo 111 P I . R'p "6ci. "f 1k , vea,rai. in of fm . re'Th' 0 1h, w'Vie 9', 'it, ,, 1s 'M A i Rof I s ... . hot— 1 W P
Job 'Truss Truss Type I1Oty1Ply
WR(,'9G4FG9 t 06 COMMON I 1A00382261
I j Job Reference (optional)
Al Roof Dusses, Fort Pierce, Ft 34946, design( aumss coin Ru 1 8 120 s Nov 12 2017 P,,nf 8 120 s Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 07
ID Ilioliliqg<-,R5jfhi7ZI-glioUyiKGA-RfPgDzEORXIF71iv17DdrlD5wF940fxrni?xwjZPzFvWw1-0-0 3-10-0 7-8-0 8-8-0
1-0-0 3-10-0 3-10-0 1-0-0
2
2X4
q on f 12
Al
3X6
3x4
III
2x4
3x6 11,
1-0-0 1-,1 12 6-6,4 6,8-0 7-8-0
1-0-0 0-1-12 5-4-8 0-7 -) 2 1-0-0
Plate Offsets (X,Y)-- 2,0-0-12,0-1 1-14]. [2:0-1-14,0-0-10], 3:0-2-0,Fdgel, 14 0-1-14,0-0-10], 4i0-0- 12,0-11-141
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dotl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC O15 Ved(LL) 0.03 10-15 999 360 MT20 244/190 rCDL
10,0 1-urnher DOL 1,25 BC 0,23 Veri(C V) 0,03 10-15 999 240 BCLL'
0,0 Hop Stress Incr YES WB 0.00 Hor/(CT) 0,00 4 n/a n1a BCDL
10,0 Code FBC2017/FP12014 Matrix MP Weight: 29 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4,3PNo,2 WEDGE
Left:
2x4 SP No,3, Right:
2x4 SP No.3 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 bracinq, Mi
rek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide, REACTIONS,
Ibisize) 2
367/0-3-8 (min. 0-1-8) 4
367/0-3 8 (min. 0-1-8) Max
Hor-z 2 =
32(LC 13) Max
Uplift 2
4
209(LC 9) Max
G(av 2
367(LC 1) 4 =
367(LC 1) FORCES. (
1b) Max,
Cornp.iMax, Ton. 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, Volt- 150mph (3-second gust) Vascl.-
l 16fnph, FCDL=5 Opsf; BCUL=5,0psf1 h=15ft, Cat.
11 ' Exp C ' Encl_ GCfn-'0,18, MWFRS envelop(,)
and C-C Extonor(2) zone; cantilever left and
right exposed I 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)
This truss has been designed fora 10,0 psf bottom
chord live load nonconcurrent with any other live
leads. 4) *
This truss, has been designed fora live load of 20.
Opsf on the bottom chord in all areas where a 5)
Provide mechanical connection (by others) of truss
to bearing plate c ipable of withstanding 100 lb
uplift at joint(s) except (jt=lb) 2=209, 4=209, LOAD
CASE(S) Standard
W'
l W6 U
i 0I1", "'
1", V,, 1, M*
it i, -1., 1, tl'N'j U .".1 A" -111 it 0M, 11. TA I - 1 4. TR I 19.A "
t V" 3W
D ?N A I tea i s Avh" I hia. !ij P 1 o1 f(" io-"s 'e i"V f4m P'ah'b'T'd th, -ft"a F"m "w fioo A &4 h ...... I 1(mbo i6 P (A i" '
ic,' I i i'1114c
1 Job Truss 1 Truss Type 10ty Ply
A00382271
WRCSG4FG9 Fog Hip Girder
Job Referencc, (optional)
At Nor Trusses, Fort Pierce, UL 34946, design(§a 1 if uss cou, Run 8 120 s Nov 12 2011 Prot 8 120 s Nov 12 2017 MiTek Industries, Inc Wed M, 16 14 41 08 2013 Page I7_,RIDIholiHqqcR5ifhilZLglloOyiKGA-(rz,2RJFOCqi-6krUE7x94qQd,'jv _x00vvFbFH5rzFvWv
1-0-0 3-0-0 4-8-0 7-8-0 8-8-0
1-0-0 3-0-0 1-8-0 3-0-0 1-0-0
3x6 U6 1
1-0-0 1-,1-12 3-0-0 4-8-0 6-6-4 6-8'0 7-8-0
1-0,0 0-1-) 2 1-10-4 1-8-0 1-10-4 0-)-,12 1-0-0
Plate Offsets (X,Y)-- t2:0-1-14,0-0-10], t2:0-0-12,0-11-14], 5:0-1-14,0-0-1% [5:0-0-12,0-11 141
LOADING (psi} SPACING- 2,0-0 CS1. DEFL, in loc) I/defl Lid PLATES GRIP
TOLL 20,0 Plate Grip DOL 1,25 TC 0,16 Vert(LL) 0,01 7 >999 360 MT20 244/190
ICDL 10.0 Lumber DOL 1,25 BC 0,14 Vert(CT) 0.01 7-8 >999 240
BCLJ_ 0.0 i Rep Stress Incr NO WB 0.01 Horz(CT) 0,00 5 n/a n1a
BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Weight: 32 lb FT
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4SPNo,2
WEBS 2x4 SP No.3
w[,DGE
oft: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
130T CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
2 303/0-3-8 (turn, 0-1-8)
5 30310-3-8 (min. 0-1-8)
Max Herz
2 27(LC 12)
Max Uplift
2 = 310(LC 4)
5 310(LC 5)
Max Grav
2 327(L-C 43)
5 327(LC 42)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or loss
except when shown.
TOP CHORD
2-3-273/347, 3-4=-236/314,
4 273/34 7
BOT CHORD
2-8-287/293, 7-8=-294/297,
5-7----287/294
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.
3) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
In uplift at joint(s) except (jt*zlb) 2=310, 5=3 10,
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 126 lb down and 149 In up at 3-0-0, and
126 lb down and 149 lb up at 4-8-0 on top chord,
and 100 lb down and 120 lb up at 3-0-0, and 100
b down and 120 lb rip at 4-7-4 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B),
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
lncreaso= 1 25. Plate, Increase- 1 . 25
Uniform Loads (plf)
Vert: 1-3--60, 3-4 =-60, 4-6=-60, 9-14= -20
Concentrated Loads (lb)
Vert: 3=34(F) 4=34(F) 8=30(F) 7=30fl
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7- 101 VUIt= 1 50rnph (3- second gust)
Vasd- I 16mph; TCDL=5,0psf; BCDL=5,0psf; h = 1501
Cat. 11 Cxp C; Encl_ GCpi=0.18 MWFRS
envelope); cantilever left and right exposed . porch
left and right exposed, Lumber DOLzl .60 plate grip
0 zk P*'-H 11- "I t-,rul 1 11 ill F t, I'," "t 104' I, If,, ;1: I",
It I I, t"t"! 0 N "'o N 1- , r" Dn't"I -v M V S,I, c , i", 1 k -q- 011, r-4 t'4"'ON, 4ev 1,4,v V, 0 N t,(, ,
r, ,l Q".., 1 I, "'k, 114 N tIfl,W ,M 4 }Vi e 1, 1 t. x+
o WN i, "' M r, ", W11,11`11- 1111.41", 1, h,,
hp M P f Fuuqoow-f Ns kmeit -wf ", ";,!Ih 4,1oi wtho'i 1ht -1!6a pcm "'0" 1e A I Rol 4ur, T. inmSa ill, P 10%
1 Job 1! Truss Tf uss Type Qty Ply i
A00382281WRGSC4FG9L10Goort )n
i Job Reference (optional)
At Poof rrosses, Fort Pierce, FL 34946, design((ifia 1 truss corn Run 8 120 s Nov 12 2017 Prior 8 120 %Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 09 2018 Par 'I
11) IholiliqqcR!)iflii/Zt,glloUytKGA-81XQefGez,8z,,,M)3QilegJNeAFIII/,iiiblp33'VF?qelzFv u
1,0-12 3-9-4 7-6-8 8-7-4
1-0-12 I 3-9-4 3-9-4 1-0-12
4x4
5 OW 12 A
I ')X4 'k
I 5x4 '
Zx4 21
1.5x4 1
0-15-8 3-9-4 6-11-0 7-6-8
6- 5-& 3-3-12 3-1-12 0-74
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in loc) Well Lid
TCLL 20,0 Plate Grip DOL 1,25 TC 0,21 Vort(LL) 0,02 10 999 360
TCTI, 10,0 1-umber DOL 1,25 BC 0,24 Vert(CT) 0.04 10 999 240
BCH 00 Rep Stress Incr YES WB 0,08 Ilorz(CF) 000 9 n1a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix MR
LUMBER -
TOP CHORD 2x4 SP No 2
ROT CHORD 2x4 SP No-2
WE_BS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
or; purlins, except end verticals.
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc; bracing.
MiTok recommends that Stabilizers and
eguired cross bracing be installed during truss
ejection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
11 363/0-3-8 (min.0-1-8)
9 = 363/0-3-8 (min. 0-1 -8)
Max Horz
11 10)
Max Uplift
11 115(LC 8)
9 = 116(LC 9)
Max Grav
1 363(LC 1)
9 363(L-C 1)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (Ib) or less
except when shown -
WEBS
3-11 =- 176/279, 5-9=-176/276 NOTES-
1)
Unbalanced root live loads have been considered for
this design. 2)
Wind: ASCE 7-10. Voft= 150rnph (3-second gust) Vasd=
l l6mph; TCDL-z5.Opsf: BCDI-=5.Opst ' h = l5ft Cat,
II; ExIa C. Encl , GCpi=0.18, MWFRS envelope)
and G-C'. Exterior(?) 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 nonconcurront 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 rectangle
3-6-0 tall by 2-0-0 wide will fit between the LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
39 lb FT - 10% 4
sip % m i'll 1+, ",A 1 1 1,-j tf' i t t W I
1S o,A
A A'
W
r, I#A .P, X-16
A I k 01, ... lovAll P i 4pow""dirl, im-w ; Rufl,-, kwb,,11 1-hill, P
Job Truss Truss Type 10ty 1 Ply
A003822%
WRCSG417G9 iCOMMON1
Job Reference (optional)
At Noof trusses, ton P,arce, FL 34946, de%iqnC0a I truss corn Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2011 MiTok Indusines, Inc Wed May 16 14 41 10 2018 Page I
ID lhohl iqgcR5ifhi72Lg1loUyiKGA-cE4os?l-lI IkS5q 9ecFMBYvrIPoM6JsGCCtivkNAkzFvwt i
3-9-4 7-6-8 3-
9-4 3-9-4 4A
5,
00 12 1
5x4 11 2x4 '
I I .
5x4 1 1 2x4
11 4
5 r
10
8 2x4
I 5x4 j 7 2x4 i
5X4 I= I 5x4 1: 0-
51 39-4 6-11-0 7 6-F) 6-
5- 3-3-12 3-1-12 1 0-7-8 LOADING (
psf) SPACING- 2-0-0 CST. DEFL. in loc) Weft I -Id i PLATES GRIP TOLL
20,0 Plate Grip DOL 1,25 TC 0,26 V(,(I(LL) 0,03 8 999 360 MT20 244/190 TCDt-
10,0 Lumber DOL 125 BC 0.21 Vert(CT) 0,04 8 999 240 BCLL
0.0 Rep Stress Incr YES WB 009 Iiorz(C-1 O.00 7 n/a n/a BCDL
10,0 Code FBC20171TV112014 Matrix MR Weight: 35 lb F-1 = 101% LUMBER -
TOP
CHORD 2x4 SP No.2 BOTCHORD
2x4SPNo.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 10-0-0 oc bracing. 1
MiTek recommends that Stabilweis and required
cross bracing be installed during truss erection,
in accordance with Stabilizer, Installation
guide. REACTIONS. (
lb/size) 9
290/0-3-8 (min.0-1-8) 7
290/0-3-8 (rnin.0-1-8) Max
Horz 9 =
55(L-C 10) Max
Uplift 9
66(LC 12) 7 =
68(1-C 13) Max
Grav 9
290(LC 1) 7 =
290(t-C 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except
when shown. WEBS
2 -
9=-185/301, 4-7-- 1851299 NOTES-
1)
Unbalanced roof live loads have been considered for
this design, 2)
Wind: ASCE 7-10; Vult-150rnph (3-second gust) Vas&
I 161oph, TCDL=5.Opsf, BCDL=5.0psf: lh= 15ft, Cat.
11, Exp G, Encl., GCpi=O. 18, MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed , end vertical loft exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1 M plate grip DOL== 1,60 3)
This truss has been designed for a 1 (TO psf bottom
chord live load nonconcurrent with any other live
loads, 4) *
This truss has been designed fora live load of 20
Opsf on the bottom chord in all areas where a rectangle
3-6-0 (all by 2-0-0 wide will fit betwoen the LOAD
CASE(S) Standard
0
ih pkj "i t -W111 1", 4-1 "I"N 5 'JI i N. A of h — M I v F P. t N4 J xI I f',4x, 1, N q, A
11 "1 11 e 11 1 .1 %, P. 'I, , I "I A ,- I N lAlo 1 1, an, Rf 1, 1' W 1, -,i k 4", t M 1 " I,- disc no - Wi f 1, 401 800 i z i 44, 'J
o
11,,I,;.4,,.,
s,f,,t"[?It fi WM6 A"th'"I
66fl6P1 P1
Job !Truss Truss Type !Oty Ply A00382101
WRCSG4FG9 GOIF flip Girder
Job Reference (optional)
At Roof Tnrssos, Fort Pierce FL 34946, desiqn(Pa I trus com Run 8 120 ,, Nov 12 201 / t"'ot 8 120 s Nov 12 2017 Mil-ek industries, Inc Wed May 16 14 41 11 2018 Page I
ID aqpjYF3.irP8.BiIl 16PrSYazz2of-40(,,B3t,IvV[Dtib,,IDpo3itjS3FQriitnKebY4L-wzUxiAzFvVV-,,
1-0-12 6-11-4 10-4-4 13-9-4 20-8.8 i2l-9-411-0-121 6-11-4 3-5-0 3-5-0 6-11-4 1 0-12'
4x4 Dead Load Oefl, = 3f16 in 5,
00112 4x6
2
3x6
ii W2
Fit
3X4 !
X4 f,
Wv
4\ 14WV11
3
15
1016 17 5X8
4x6
5X8
6-
11-4 13-9-4 20-8-8 6-
11-4 6-10-0 6-11-4 Plate
Offset, (X,Y)-- [2:0-3-0,0-1-121, [6:0-3-0,0-1-12]. [9:0-4-0,0-1-12], [11:0-4-0,0-1-12] LOADING (
psf) i SPACING- 2-0-0 TCLL
20,0 Plate Grip DOL 1,25 TCDL
10,0 Lumber DOT 1.25 FICILL
0,0 Rep Stress Incr NO BCDt-
10,0 Code F13C2017fTP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
FOP
CHORD Structural
wood sheathing directly applied, except end
verticals. BOT
0-IORO Rigid
ceiling directly applied or 9-1-10 oc bracing. MjTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 12 =
1691/0-7-4 (min. 0-2-0) 8
1691/0-7-4 (min. 0-2-0) Max
Herz, 12
54(LC 7) Max
Uplift 12 =
456(LC 8) 8 =
456(LC 9) Max
Grav 12
1691(LC 1) 8
1691(ILC 1) FORCES. (
lb) Max.
Comp,/Max, Ten, - All forces 250 (11b) or less except
when shown. TOP
CHORD 2-
3=-2661/684, 3-13=-2402/675, 4-
13=-24021675, 4-14=-2402/675, 5-
14z---24021675, 5-6=- 26611684. 2-
12=-1630/490, 6-8=-1630/480 BOTCHORD
11-
12=-152/265, 11-15=-636/2597, 10-
15- 63612597, 10-16--636/2597, 16-
17=-636/2597, 9-17=-636/2597. 8-
9=-138(265 WEBS
3-
11=-271583, 4-11 `-3751124, 4 -9=,-
375/124, 5-9-26/583, 2-1
1=-480/2146, 6-9---481/2146 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design, Csl. DEFT-
in (10c) TC 0.
95 Vert([-[-) -0,11 9-11 BC 0,
66 Vert(CT) -016 9-11 WB 0,
82 Hor,,,,(CT) 0.03 8 Matnx-MS
2) Wind:
A13CE 7 10, Vult= 1 50toph (3-second gosI)Vas&
116mph TGDL_=5,0psf; BCDL=5.
Opsf; h=154; CaL II; E-,xp C, Encl., GCpi=O,
18; MWFRS (envelope), cantilever left and right
exposed , end vertical left and right exposed; Lumber
DOL----1,60 plate grip DOL=1,60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live
loads. 5) ' This
truss has been designed fora live load of 20.
0psf on the bottorn 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 nrietribers, 6) Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift
at joint(s) except (jt-,=Ib) 12-456, 8-456. 7) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
232 lb down and 189 In tip at 6-11 -4, 124 lb down
and 77 lb Lip at 9-0-0, 124 lb down and 77 lb
up at 10-4-4, and 124 Ih down and 77 lb tip a t
11 -8-8, and 232 lb (town and 189 lb up at 13-9-
4 on top chord, and 344 lb (town and 140 lb tip at
6-11-4, 88 lb (,town M 9-0-0, 88 lb (town at 10-4-
4,and 88Ibdawn at 11-8-8,and 3441b down and 140
lb up at 13-8-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility
of others. 8) In the
LOAD CASF(S) section, loads applied to the face of
the truss are noted as front (F) or back B) LOAD CASE(
S)
Standard 1) Dead
t-
Roof Live (balanced): 1-Urnber Increase- 1 . 25,
Plate Increase -, 1.25 Uniform Loads (plf)
Vert 1-2=-
60, 2-3----60, 3-5==-60, 5-6-60, 6-7=-60,
8-12---20 Concentrated Loads (lb)
Vert: 3=- 1
85(B) 5=- 185(B) 11 ----344 (B) 4=-124(B)
9=-344(B) 13=,124(B) 14=-124(B) 15=-59(R)
16=-59(R) 17--59(B) 7 Udell L/
d
PLATES GRIP 999 360 MT20
2441190 929 240 n/
a Fria
Weight 115 lb
FT = 10% W WWOK -1,
4
r I q, 4 '1,,
rm'- M A,, "'r, 00" 1 p- -v,o V, ! W,,,,, " 1 A ri 0,-d !P r, V r 'o
1 ... . ........ 91 Pi I
Job ITruss 1 Truss Type 1 oty Ply
A00382311WRGSG4FG9G02FiHip
Job Reference (optional)
A I"Rool trusses, Fort Pierce, FL 34946, dcs.9n(§a I truss nor" Run 8,120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi I ek Industries, Inc.Wed May 16 14 41 11 2018 Page 1
ID aqpjYF 3x t i P8oBiI H6PrSYazz2of-4QeB3I_ IvVlDhbJDpo3iri S3FT7rn MFbgVLwZUxiAzFvWs
1-0-12 7-11-4 12-9-4 20-8-8 ?1 -9-4
1-0-0 7-11-4 4-10-0 7-11-4 1-0-1j
4x6
5,00112
10
4x6 Dead Load Dell. = 118 in
4
Sx6
SX6 6
2
6
W2 B1
W2
10 8 7
3x6 11 4x4 3x4 3X6 li
4x4
7-11-4 12-9-4 20-8-8
7-11-4 4-10-0 7-11-4
Plate Offsets (X,Y)-- [20-2-8,0-1-121, [50-2-8,0-1-121
LOADING (psf) SPACING- 20-0 CS1. DEFL. in loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0,73 V(,rt(L,L) 0.20 7-8 999 360 MT20 2441190
FCDL 10,0 Lumber DOL 1,25 BC 055 Vert(CT) 0.30 7-8 805 240 BCtJ_
0,0 Rep Stress Incir YFS WB 028 Hor,,,(CT) 0.02 7 n/a n/a RCDL
100 Code 1-13C2017,TP12014 Matrix MS i Weight: 105 In FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 3)
Provide adequate drainage to prevent water BOTCHORD2x4SPNo.2 ponding.
WEBS2x4SPNo,3 *Except' 4)
This truss has been designed for a 10.0 psf Wl: 2x4 SP No 2 BRACING -
FOP
CHORD Structural
wood sheathing directly applied or 3-10-9 oc
porlins, except end verticals, BOTCHORD
Rigid
ceiling directly applied or 8-8-14 or; bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide, REACTIONS.
Ibisize) 11 =
88910-7-4 (min, 0-1-8) 7 =
889/0-7-4 (min. 0-1-8) Max
Horz 11 =
54(LC 11) Max
Uplift 11
202(LC 8) 7 =
202(LC 9) Max
Grav 11 =
889(LC 1) 7
889([-C 1) FORCES. (
lb) Max,
Cornp./Max, Ten, - All forces 250 (1b) or less except
when shown. TOP
CHORD 2-
3=-1115/653, 3-4=-950/686, 4-5=-
111,5/653, 2-11=-8101647, 5-7=-8101647 BOT
CHORD 10- 11 =-
331/368,
9-1 O=-4411950, 8-9=-441/950,
7-8=-2751368 WEBS 2-10=-1691732,
5-
8=-171/732 bottom chord live load
nonconcurront 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 BCOL = 10,Opsf, 6)
Provide mechanical connection (
by others) of truss to bearing plate
capable of withstanding 100 In Uplift at joint(
s) except (jt=lb) 11 =202, 7=202. LOAD CASE(S) Standard
NOTES- 1) Unbalanced
roof
live
loads have been considered for this design, 2)
Wind: ASCE 7-
10' Vult=150mph (3-second gust) Vasd=116mph; I-CDI-=
5.Opsf; BCDL=5.0psif ' fi=15ftl CaL It, Exp C;
Fricl., GCpi=0.18, MWFRS envelope) and C-C
Exterior(2) zone cantilever tell 1f t'W, tt'
q.''iN W.1411 Rf 1: M M '0--AN 4 0-' ym m "o
V ki, 11- 7 1 0`i Z _P 3, r il- I"i i" I'l ,,
1, 1 , .' Olij kv, 4" 0 4.ln I rUA It,I lni kmi
1, 1"mlo IllP , kq'oii-sm 1-i hoilti,."lin Ai K.1jn,"Whii,I P i'PiulirK Z!\ 8 , 11083 4,15 1t ics- NA,
it "41,46
Job TrUSS Truss Type 10tyPI
A0038232
WRCSG4FG9 C,03v illipGirder
2 Job Reference (optional)
Al Roof Trusses, Foul Pierce, FL 34946, design(,)a I truss corn Run 8 120 s Nov 12 2017 Pont 8 120 s'Nov 12 2017 MiTek Industries, Inc Wed May 16 14 41 12 20111 fla(je 1
IDagpiYE3xuP8oBilti6PrSYazz2of-YcCZGiilXG3MYI)Tri?MnDO?G(,)iDAcriK?kV90DUF(izFvWr 3-
5-0 6-6-9 9-8-1 1141 14-1-15 17-3-8 2048 3-
5-0 3-1-8 3-1-8 14-6 3-1-8 3-1-8 3-5-0 Dead
Load Croll, = 1116 in iCis
YvS TW2
Y vo 18
16
19
15 20 21 22 12 23 24 25 26 14131711109 7x6
6x6 6x6 3x4 3x4 4x6 6X6
5X6 3X8 3..
5-0 6-6-9 9-8-1 11-0-7 1 14-1-15 17-3-8 20-8-8 3-
5-0 3-1-8 3-1-8 1-4-6 3-1-8 3-1 8 3-5-0 Plate
Offsets(X,Y)-- [11:0-3-0,0-4 8],[15:0-3-0,0-3-12],116:0-2-0,0-4-01 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d FCLL
20.0 Plate Grip DOE 1,25 TC 0.39 V(,,rt(L[,) 0,09 14-15 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,92 Vert(CT) 0.18 14-15 999 240 BCLL
0,0 Rep Stress Incr NO WEI 0,79 Horz(CT) 0.04 9 n/a Fria BCOL
100 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP
CHORD
2x4 SP No, 2 BOT CHORD
2x6 SP 240OF 2.0F *Except* B2: 2x6
SP No,2 WEBS 2x4
SP No,3 *Except* W1: 2x6
SP No,2, W2: 2x4 SP No,2 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 4-2-10 OC pUrlins,
except end verticals - ROT CHORD
Rigi d
coiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/
size) 17 = 6757/
0-7-4 (min. 0-2-13) 9 4439/
0-7-4 (min. 0-2-10) Max Horz
17 57(
LC 1:1) Max Uplift
17 1621(
LC 8) 9 = 1
108(LC 9) Max G
rav 17 = 6757(
1-C 1) 9 4439(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ton. - All forces 250 (lb) or less except when
shown, TOP CHORD
1-2=-
8137/1953, 2-3,7-785011946, 3-4=-
619711569, 4-5=-5744/1475, 5-6=-
619311566, 6-7=-7168/1805, 7 -8= -
6235/1569, 1-1 7=-548511336, 8-9=-
4313/1104 BOTCHORD 17-
18=-
257/807, 16-18-257/807, 16-19=-
182817456, 15-19= -1828/7456, 15-20= -1771/
7230, 20-21-1771/7230, 14-21 =- 177117230,
13- 14=- 1364/5 744, 13-22=-1576/
6594, 12-22=- 1576/6594, 12-23=-157616594,
111-23=-1576/6594, 11-24=-1412/
5706, 24 25=-1412/5706, 10-25=-14112/
5706, 10-26= 841326, 9-26-84/
326 WEBS 2-16=-
185/
280, 2-15=-324/85, 3-15-=-50512204,
3-14----2389/637, 4-14=-577/2276, 5-13=-
559/2227, 6-13=-1426/435 6-11--
30r,/1247 NOTES- 1) 2-ply truss to
be
connected together with I Od 0, 131 "xX) nails as follows:
Top chords connected as follows: 2x4 -
1 row at 0-9-0 oc, 2x6 - 2
rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 -
2 rows, staggered at 0-7-0 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 CASES) 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:
ASCF 7-10; Vult=
150rnph (3-second gust) Vasd=116rnph TCDL-5,0psf;
BCDI_=5,0pst; h= 1 4t;
Cat, if, Exp C, EncL, GCpi=FF 18; MWFRS (envelope); cantilever
left and fight exposed , end vertical left
exposed, Lumber DOL= 1,60 plate grip
DOL= 1,60 5) Provide adequate drainage to prevent
water ponding, 6) This truss has been
designed
for a 10,0 psf bottom chord live load nonconcurront 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 rect angle 3-6-0
tall by 2-0-0 wide will fit bctwf,,en the bottom chord and any other
members. 8) Provide mechanical connection (by others)
of truss to hearing plate capable of
withstanding 100 lb uplift at joint(s) except (
it -lb) 17= 1621, 97= 1108, 9) Hanger(s) or other connection
device(s) shall be provided sufficient to support concentrated
load(s) 1565 lb down and
381 in up at 1-4-8, 1561 In down and 366 lb
tip at 3-4-8. 1565 in down and 350 lb Lip at
5-4-8, -8, 781 lb (town and 244lb kip at 7-4-
8, 787 lb (town and 231 lb tip at 9-4-8, 799 in (town
and 205 lh up at 11-4-8, 799 lb down and 190 in tip
at 13-4 8, 1457 lb down and 386 lb up at 15-
4-8, and 171 Ib down and 87 11) rip at 16-4-8,
and 91 lb down and 25 lb tip at 18-4-8 on bottom chord.
The design/selection of such connection device(s) is the
responsibility of PLATES GRIP MT20 244/190 Weight
296 lb
FT == 10% LOAD
CASE(S) Standard 1) Dead +
Roof Live (balanced):
Lumber
lncroasu-1.25, Plate lncrease=1.
25 Uniform Loads (pit) Vert: 1-4=-
60, 4-5=-
60, 5-8-60, 9-17=-20 Concentrated Loads (lb) Vert: 16--1561(
F) 18=-1565(
F) 19,--1565(F) 20=-78 1 (F) 2 1-
787(F) 22--799fl 23=-799fl 2,L-1457(F) 25=- 171(
F) 26--91fl vq ttatn li-r4 ...... 1, '4
1 UW ri"«Jt, Nol i UWMI:Il ; BIgkV* tle A -4 0, 3,1 i" Mr 41", i t.11 1 1, t'll-, lov . v !N w P "I If w';t
1P " v 44 -Ol 4,w rl il "t i-Aill ill t f t 10 3 3 t" I 1 rxl- .
1 ",tv" '! 'it, il-0. :1111' 1v111,,o " 7`1 '116 WA 0-i,4 1, -. .4"', i W. t -', l 1" A 04o (A It s444h W!,of,
k"
Wil 9f ... 1"'
kiii P(
Job Truss 1 Truss Type j Qty 1 ply I i
I i I A0038233
WRCSG4F-G9 HJ3 Diagonal Ii.p Girder 2
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, des(gri(ot altiuss com Run: 8 120 s Nov 12 2017 Prin( 8 120 s Nov 12 2017 Mi I A Industries, Inc Wed May 16 14 41 13 2018 Page I ID:
agpjYE3xtjP8oBilH6PrSYazz2of-Opr-nxU 1 J91 NUPrcMBwUkFXULsWa353eOeNtzl n3zFvwq 1-
5-0 2-0-6 4-2-3 1-
5-0 2-0-6 2-1-13 LOADING (
psf) TCLL
20.0 TCDL
10,0 BCLL
0.0 BCDL
10.0 SPACING-
2-0-0 Plate
Grip DOL 1,25 Lumber
DOL 1,25 Rep
Stress Incr NO Code
FBC2017/TP12014 LUMBER -
TOP
CHORD 2x4 SP No,2 Bor
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-3 oc
purlins. BOTCHORD
Rigid
ceilinq c, bracing. directlyappliedor10-0-0 o MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 4
35/Mechanical 5 =
73/Mechanical 6
525/0-4-15 (min. 0-1-8) Max
Horz 6 =
79(LC 4) Max
Uplift 4
35(LC 1 5
73(LC 1 6
382(LC 4) Max
Grav 4
33(L-C 4) 5
51 (LC 4) 6 =
525(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. WEBS
3-
6--300/206 NOTES-
1)
Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd=
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 end vertical
left exposed,porch left exposed; LLIVnber 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 (it between the 6
1,5x4 !I 1-
9-14 4-2-3 19-
14 2-4-4 CSI.
DEFL. in too) Ildefl L./d TC
0.48 j Vert(LL) 0,01 5-6 999 360 BC
0.46 Vert(CT) 0.01 5-6 999 240 I
vvt5 0.06 i Horz(CT) 0,04 4 n/a n/a Matrix
MP 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) 4, 5 except (it:=Ib) 6=382. 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 70 lh down and 16 lb up at 1 .4-9 on top chord,
and 49 lb down and 7 lb up at 1-4-9 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
7)
In the I CAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B).
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1.25 Uniform
Loads (pit) Vert:
1-4=-60, 5-7-20 Concentrated
Loads (lb) Vert:
1 1 =-3(B) i
PLATES
GRIP MT20
2441190 Weight:
16 1b FT = 10% W".
M
ir—, '10 ii.t11:P1-I1W ,,iq 00t0J, —im,v T, !"IE I% 0 t'
m "
F", I, !Nl 14 "1 pl pw. ' 1'4 A( ',1—'0 ogs 1F 101, t1p, 11 !W 'V 1"Z"I 4I 1 ,1 ,451 M. t o, bivO e2e. etrhrO
Fr. an 'p'! iw ' —t"j ii A "'!" -i"4 It "', '1- dW4'j . .... .. zi; " :1 ,.j fo, 1 0! t "I i 1 A-4 6 at tugirl
0 '194 A I l"'I lrcssrs A o4('4 I I mbo!IL F 1, R"p"cow 0 Th, 1-mw '1p' f— " poha"I'd 1he •ow pt-',01 Iml A I Rol trusties kai5on91.kmbnRI F 1
1 Job iTruss
i
WRCSG41`(39 f lJ5F
At Roof Trusses, Fort Pierce, Fl_ 34946, design@a
irus5 type City Ply
Diagonal Hip Girder I 1jot
o,n Run 8 120 s Nov 12 2017 Print: 8 120 s Nov
ID*t1uriiFRPzOXi)ktjw.19P5W9F9Tv,P1
A0038234
16 14 41:14 2018 Pagge I
1-5-0
1 7-0-2
1-5-0 7-0-2
30 1
7-0-2
7-0-2
LOADING (pst) SPACING- 2-0-0
I CS1, DEFL. in (Ioc) Weft L/d
TCLL 20.0 Plate Grip DOL 1,25 I-C 0,74 Vert(LL) 0.13 4-5 614 360
TCDL 10,0 Lumber DOL 1,25 BC O.56 Vort(Cf) 0.20 4-5 399 240
BOLL 0,0 Rep Stress Incr NO WB 0,00 i Horz(CT) 0.10 5 o/a n/a
BCDL 10,0 Code FBC2017/TP12014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
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, MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 5
317/0-10-15 (min.0-1-8) 3
174/Mochanical 4 =
75/Mechanical Max
Harz 3
103(LC 5) Max
Uplift 5 =
287(LC 4) 3
99(LC 8) 4 =
7(LC 8) Max
Grav 5
317(LC 1) 3 =
174(LC 1) 4 =
124(LC 3) FORCES, (
ib) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
5=-254/276 NOTES-
1)
Wind: ASCE 7-10; Vu1t=150r-nph (3-second gust) Vasd=
1 16rnph; TCDL=5,0psf; BCDL=5,Opsf; h= 1511; Cat.
11; Exp C Fncl,, GCpi=O, 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 area-, where a rectangle
3-6-0 fall by 2-0-0 wide will fit between the 5)
Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 100 lb
uplift at joint(s) 3, 4 except (jt=lb) 5-287, 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 77 lb down and 111 lb up at 1-4-9, 77 lb down
and 111 lb up at 1-4 -9, and 38 Ib down and 55
lb Lip at 4-2-8, and 38 lb down and 55 lb up at 4-
2-8 on top chord, and 11 Ib down and 27 lb up at
1-4-9, 11 lb down and 27 lb Lip at 1-4-9, and 12
lb down and 16 lb up at 4-2-8, and 12 lb down and
16 lb up at 4-2-8 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others, 7)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B).
LOAD
CASE(S) Standard
1)
Dead f Roof Live (balanced): Lumber Increase-
1,25, Plate Increaso=1,25 Uniform
Loads (plf) Vert:
1-2-60, 2-3= -60, 4-5=-20 Concentrated
Loads (lb) Vert:
6=73(F=37, B=37) 9=2(F=-1, B=-l) Dead
load Dell. = 1/8 in PLATES
GRIP MT20
2441190 Weight
25 lb FT = 10% C, "
Al"I'l)i ',k Wi- io
1,o,,e t k0, t,' 0 VI i,6 1 1, 'g,, j ,, NI 14 ., !Ili - it 1, 1 , S, i,'A "'i 10130111 'If 41, 1,1 "t I ,I I
W I N I q :1, "1'1 VA, j, J.,Mtl Ii k, tlzijl j f l r"i, W 1 10.a r1 1 I'd vl I d-o 11 4p 0111 r lltf, I II 1 1, fl, I,, " , +
1s1 .,1.oq m , fA,+M 11 15 Wvd, Zt qoh,tod w, I
i
Job Truss Truss Type
A0038235i
WRCSG4FG9 I IJ6F Diagonal flip Girder 2
QLY Ply
Job Reference (optional)
Al.l2oof Trusses, Fort Pierce, FL 34946, design@a I truss corn RunNov 12 2017 Pnnt 8,120 s Nov 1017 MiTek Industries, Inc Wed May 16 14 41 15 2018 Page I
ID:UurTiEBPzQXokuwJ2P.5W'?E2TyuPI Ii-
2 2yBuhvi[-PZ_ k74wWalvnkcvODbNrnCXVkxi,BS8rxzFvWo
1-5-0 4-1-10 8-5-1 iI1
1 1
1 i11-5-0 4- - 0 4-3-8
LOADING (pso
TCLL 20.0
TCDL 117LO
BCLL 0,0
BCDIL 10.0
1 5x4 Ii
4-1-10
4-1-10
SPACING- 2-0-0 CS1.
Plate Grip DOL 1,25 TC OA5
Lumber DOL 1.25 BC 0.42
Rep Stress Incir NO WB 0,20
Code FBC201711P12014 Matrix MP
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
ocpurlins, except end vorticals-
BOTCHORD
Rigid coiling 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. (Ib/size)
8 427/0-10-15 (min.0-1-8)
4 = 159/Mechanical
5 = 277/Mechanical
Max Herz
8 = 117(LC 5)
Max Uplift
a 231(LC 4)
4 = 97(LC 4)
5 = 90(LC 8)
Max Grav
8 = 427(LC 1)
4 159(LC 1)
5 = 277(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1h) or less
except when shown,
TOP Ct-IORD
2-8=-402/228, 2 -9=-4361157,
3-9=-3851159
BOT CHORD
7-12=-223/396, 6-12=-223/396
WEBS
2-7=-1120/4111 . 3-6=-4561256
NOTES-
1) Wind: ASCE 7-10; Vult=150rnph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf ' BCDL_=5,0psf h= 15ft;
Cat. 11, Exp C, Encl., GCpi=0.118; MWFRS
envelope); cantilever left and right exposed end
vertical left exposed; Lumber DO[-= 1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 pIJ
8-5-1
4-3-8
DEFL. in (loc) Well L/d
Vert(ILL) -0.02 6-7 >999 360
Vert(CT) -0,05 6-7 >999 240
Horz(CT) -0.00 5 n/a n/a
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 fall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girdoi(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
It"'s to bearing plate capable of withstanding 100
lb uplift at joint(s) 4, 5 except (t=lb) 8=23 1.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 15 Ih down and 15 lb Lip at 1-3-7, 78 lb
down and 111 lb Lip at 1-3-8, 42 lb down and 60
lb LIP at 4-1-7, 38 lb down and 55 lb tip at 4-1-7,
and 57 lb down and 66 lb up at 6-11-6, and 68 lb
down and 102 lb LIP at 6-11-6 on top chord, and 3
b down and 0 lb up at 1-3-7, 11 lb down and 27
b up at 1-3-8, 14 lb down and 15 lb up at 4-1-7,
12 lb down and 16 lb up at 4-1-7, and 35 lb down
at 6 -11-6, and 33 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
Z
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increas(-1.25
Uniform Leads (pit)
Vert: 1-2=-60, 2-4-60, 5-8=-20
Concentrated Loads (1b)
Vert: 7=-5(F=-4, B=-1) 9=37(B) 10=-90(F--49,
B=41) 11 =O(F) 12=-53(F=-29, B=-24)
3x4
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 10%
P!,91
1 1 eft .I I I III LII0 r11 "I't; I 11 l, ", k .0; fl, 115 1) ,4 'l, IIIJ It 1 4,4 l 00W. tll 11, 1 l " "T Ii, t *
r; 4,L, L- W m ,I V"04f, I, Ze VIVA,, ;'If 1 f 011 h 1-1111 Ii :1 nt N; ', "k-'O I I- !F 10 tt -- I e ',I I I, It" lloxI,( Ile
I, :14W i"I'A A , 101111, 0 yir 1 , "', I "'; i ,. 1',J; , 1, 1 ,, P'l I .nt:ys,e.a£ Id i", if! , j ,i ., Y M A * ` 1i 1 oo ?4
4 ZtEngnig4t ID 'nIdAItu( It nw A Ilhof I I olitio !I L 1, Rep' ite;,aw Oifiit I—i I— ,ow, pr,-mI !o. A I Ral Whoi I I I P i
Job !Truss ITiruss Type Oty Ply
A0038236
WRCS(_14VG9 !I U IF Diagonal Hip Girder 3
Roof TrUsSeS. Fort Pierre, FL 34946, design((
I
I
Job Reference (optional)
A I a I tRiss Corn Run 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek industries, Inc Wed May 16
lDagpjYE3XLIP8OBil[16PrSYazz2of-yButiviLPZ k74wWalvnkcvQC NlaXUyxrBS8rxzCvVjo
1-6-0 4-10-8 9-9-0
1-6-0 4-10-8 4-10-8
I .5x4 !I 4x4
LOADING (psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0,0 Rep Stress Incr NO
BCDL 10,0 ji Code FBC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP Nci.2
BOT(IORD 2x4SPNo,2
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOTCHORD
Rigid coiling directly applied or 6-0-0 oc bracing.
MiTok recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
8 463/0-9-14 (min, 0-1-8)
4 146/Mechanical
5 = 313/Mechanical
Max Horz
8 = 132(C 4)
Max Uplift
8 = 309(LC 4)
4 1 OO(LC 4)
5 = 125(LC 8)
Max Grav
8 463(LC 1
4 146(LC 1
5 = 313(LC 1
FORCES. (lb)
Max. Comp,/Max. Teri, - All forces 250 (lb) or less
except when shown,
TOP CHORD
2-8=-430/281, 2-9=-541/227,
9-1 0=-494/222, 3-1 0=-489121 0
BOTCHORO
7-14=-298/502, 6-114=-298/502
WEBS
2-7=- 143/530, 3-6=571/339
4-10-8 9-9-0
4-10-8 4-10-8
CS1. DEFL. in loc) I/defl
VC 0.49 Vort(LL) 0.03 6-7 >999
BC 0.46 Vert(CT) 0,08 6-7 >999
WB 0,31 Horz(CT) O.nO 5 n1a
Matrix MS
3) 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 fall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to ti-LISS
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 4 except Ot--lb) 8=309, 5=1 25.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to Support concentrated
load(s) 78 lb (town and 111 in up at 1-3-7, 78 lb
down and 111 lb Lip at 1-3-7, 38 lb down and 55
to it[) at 4-1-7, 38 lb down and 55 In Lip at 4-1-7,
and 68 lb down and 102 In up at 6-11-6, and 68
lb down and 102 lb tip at 6-11-6 on top chord,
11andI b (town and 27 In Up at 1-3-7, 11 In (]own
and 27 b tip at 1-3-7, 12 Ih down and 16 lb tip at
4-1-7, 12 In down and 16 In kip at 4 -1-7, and 33 lb
down at 6-11-6, and 33 lb down If 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
B),
LOAD CASE(S)
Standard
1) Dead f Roof Live (balanced): Lumber
Increaso-11,25, Plate Increase-1.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-4= 60, 5-8=-20
Concentrated Loads (lb)
Vert: 9-73(1`=37, 8-37) I 1=-82(F=-4 1, 8=-41)
13=-2(F=-1, B=-1) 14=49(F=-24, 8=-24)
L/d PLATES GRIP
360 MT20 244/190
240
n/a
Weight: 51 In FT = 10%
NOTES-
1) Wind: ASCE 7-10, Vtjlt=150mph (3-second gust)
Vascl=1 16rnph TCDI-=5.Opsf'BCDL--',S.Opsf; lh=1511;
Cat. 11; Exp C: Encl_ GCpi--O,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
W"IOVA-*
Unn t() lil I 14 1 i,,d Aw,," 1, lw,ba !11 P L Y,P,efmlu Id! th, 6lb"em a o', !m; I, P'A 6: I'd .$-,d th, -11e, Li,,aI A 1 L.1 heh,o, i Nlb III F. L
Job !Truss jr-uss Type QtY 1 Ply
WRCSG4FG9 HJ7FP Diagonal Hip Girder
i !Job Reference (optional)
AlRoof Trussos, Fort Pierce, IF 1, 34946, desiqn(a01 truss com Rung-8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi I ek Industfie
ID iqpiYF3XLIP8oBilt-i6PuSYi.izz2of-QOS462LlKlszi4
1-6-0 4-10-8 9-9-0
i
1-6-0 4-10-8 4-10-8
4
3 54 112 1
3x4
3
1
A003823/i
O 18 Paoe I
4-10-8 9-9-0
4-10-8 4-10-8
LOADING (pst) SPACING- 2-0-0 CSL DF-FL. in loc) Ildeft L/d PLATES GRIP
I CLL 20,0 Plate Grip DOL 1.25 TC 0.39 V(-rt(LL-) 0,08 6-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,46 I Vert(CT) 0.08 6-7 >999 240
BOLL 0.0 i Rep Stress Incr NO WB 0,30 i Horz(CT) 0.01 5 n/a n/a
BCDI- 10.0 Godo, FBC20171TPI2014 Matrix -MS Weight: 51 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
ROT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
or; purlins, except end verticals.
BOT CHORD
Rigid coiling directly applied or 6-0 0 oc bracing.
MiTok recommends that Stabilizers and
regUired cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
a 48410-9-14 (min. 0-1-8)
4 13 I/Mechanical
5 = 303/Mechanical
Max Florz
8 132(LC 4)
Max Uplift
8 400(LG 4)
4 87(LC 4)
5 288(L,C 4)
Max Grav
8 484(t-C 1
4 131(LC I
5 303(LC 1
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown,
TOP CHORD
2-8=-450/356, 2-9=-530/379,
9-10--473/376, 3-10=-4681374
BOT CHORD
7-14=-451/482, 6-14--4511482
WEBS
2-7=-306/487, 3-6=-548/513
NOTES-
1) Wind: ASCE 7-10; Vtjlt---- I 50mph (3-second gust)
Vasd-1 16rnph, I-CDI-,-5.0psf; BCDI,-=5.Opsf; h=l 5ft,
Cat, 11; Exp C: Encl., GGpi=0. 18, MWFRS
envelope): cantilever left and right exposed ; end
vertical left exposed; porch left exposed, Lumber
DOL=l .60 plate grip DO[z 1,60
2) This truss has been designed for a 10.0 psf
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 boarinq plate capable of withstanding 100
lb uplift at jorrifts) 4 except (t=lb) 8=400, 5---288.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to Support concentrated
load(s) 78 lb down and 111 Ib up at 1-3-7, 38 lb
down and 55 lb tip at 4-1-7, and 38 In down and
55 lb up at 4-1-6, and 68 lb (town and 102 In up
at 6-11-5 on top chord, and 49 lb down and 27 In
LIP at 1-3-7, 49 lb down and 27 lb up at 1-3-7, 16
In down and 53 lb up at 4-1-7, 16 lb down and 53
lb up at 4-1-6, and 37 lb down and 82 In kip at
6-11-6, and 37 lb down and 82 lb LIP at 6-11-5 on
bottom chord. I'l-lodesign/selection ol'such connection
device(s) is the responsibility of others.
7)
In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back B)
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase-
1,25, Plate Increas(-1.25 Uniform
Loads (plf) Vert:
1-2=-60, 2-4=-60, 5-8=-20 Concentrated
Leads (lb) Vert:
9-37(B) 11=-41(B) 13=-2(F-1, 13-1) 14=-
49(F=-24, B=-24) W"
v" tare i-"q. i Ur Rt,:S'S.Nk'.,QO" FAO &i' iti!lM INA :Wklf.,MLNI'i- S0" Wp F-0-4'0 I II ol""',I'v e N(w rPoz "IN,, 1, 1:kj 41 Iitkll'
M" -'w 'kd It1. .:Ya '04 40- 0' t 'i W 0 il 0 r 11 "t "I", i I s -ca " 4, tr *1 14m It
H -rAA 'i. 0'!' 1-' 1,, -V 011 o a v, i I0 tk,
U, Ili I,, rllM p'441F, 0 1,' 'W"W' lq A iqt -01- It* M- "r- R i III" t, I,, M!"', 1"-i" '1451M, il"t w'
t1';'---I'i',k p' 3ilhl Cl
20 16 A 1601 5" kwiot'f 1 154, 111 P f, ki,pmml"" 'f 'k, u if .1 "'11 is P, 'A'W'd tkh "'o tht c111ten 9" M' Sw fi o'q A i Rol I ill P.I.
Job ;Truss Truss Type :Qty Ply
A00382381
WRGSG4FG9 ,13 Jack Opcs, 2
it Job Reference (optional)
Al Roof rrusses, Fort P erco, FL 34946, desiqn((Pal truss cram Run 8 120 s Nov 12 2017 Print 8 120 s'Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 17 2018 f1ti I10UuniEBPZQXokuwJ2PI)W'F2TyuPIti-vaOSKOMg,')b, qKF,ly9KpGIKVdFBV2?SKFIVxFw(liFvg
1-0-0 3-0-0
1-0-0 3-0-0
2x4
3_0 -0
3-0-0
LOADING (psf) SPACING- 2-0-0 Csl. DEFL. in (loc)
TCLL 20,0 Plate Grip DOT, 1,25 TC O14 Vert([_!_.) 001 4-7 TCDT,
10,0 Lumber DOL 1.25 BC 0 14 Vort(CT) -0.01 4 7 BOLL
0,0 Rep Stress Incr YES WB 0,00 Horz(CT) -0,00 3 BCDL
10,0 Code FBC2017(T-PI2014 Matrix -MP LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No,2 BRACING-
LOAD CASE(S) TOP
CHORD Standard Structural
tructuralwood sheathing directly applied or 3-0-0 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required
cross bracing he installed during trus-, erection,
in accordance with Stabilizer Installation
guide, REACTIONS, (
Ib/size) 3 =
71/Moct-u.-inical2
188/0-8-0 (min,0-1-8) 4
37/MPchanical Max
Horz 2
67(LC 12) Max
Uplift 3
12) 2 =-
103(LC 8) 4 -
3 1 (LC 9) Max
Grav 3 =
71 (LC I 2 =
188(LC I 4
52(LC 3) FORCES, (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: A,13,C[- 7 10, Vkjlt---,150mph (3-second gust) Vasd=
1 16mph, I CDL=5,0f)sf; BCDI_=5,0psf1 h_l 5ft, Cat.
11, Exp C, Encl_ GCpFz0.181 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 DOLzI.60 plate
grip DOL= 1 .60 2)
This truss has been designed for a 10,0 psf bottom
chord live load nonconcorrent with any other live
loads, 3) *
This truss has been designed fora 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. I/
defl L/d PLATES GRIP 999
360 MT20 244/190 999
240 n/
a n/a Weight
11 lb FT = 10% F,*.,
Owl, 'j,", J r, W, "A "If 0 141,q r, -1, W "Wlrll 01 '11, C 11 f. fi,
Ir cl ti 'r "i"', fari H 1— 11 1 s e I" 0,
Jbka Truss Truss Type ]Qty Plyii A0038239
WRGSG41 G9 j5F Jack -Open 15
Job Reference (optional)
Al" Pool Twsses. Fort Pierce, FL 34946, design(q)altivss com Run 11nni, 8.120 s Nov 12 2017 MiTek lndustncs, Inc Wed May 16 14 41 17 2018 P I
ID:IliohHqgcR5jfhi-[Zt,gl foUyiKGA-vaOSKOMg5b__qKEgy9KpCiKVZ,JBUQ?SKEIVxFwqzFVIVII
1-0-12 4-11-4
1-0-12 4-11-4
4-11 4
4- 11 -4
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/den I -Id PLATES GRIP
TCI-t- 20,0 Plate Grip DOL 1.25 rC OA3 Vert(I-L) 0,02 4-5 999 360 MT20 244/190
JGDL 10.0 Lumber 001- 1.25 BC 0,25 Vert(CT) 0,05 4-5 999 240
6CLI- 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0 05 5 n/a n1a
BCDL 10,0 Code FBC2017/TP12014 Matrix -MR Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4SPNo.2
BOrCHORD 2x4SPNo.2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11 -4
oc purfins, except end verticals
BOT CHORD
Rigid coding directly applied of 10-0. 0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 = 271/0-7-4 (min. 0-1-8)
3 = 1271Mechanical
4 = 53/Mechanical
Max Harz
3 106(-C 9)
Max Uplift
5 108(LC 12)
3 = 46(-G 12)
Max Grav
5 271(-C 1)
3 127(L-C 1)
4 = 90(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-246/412
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3 second gust)
Vasd,- 1 16mph. TCDL=5.0psf, BCDL--5,0psf; h= 15111
Cat, ll; Exp C; Encl,, GCpi-0,18; MWFRS
envelop(,) and C-0 Exterior(2) zone, cantilever left
and right exposed , end vertical left exposed,C-C for
members and forces & MWF RS 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 nonconcurront with any other
live loads,
3) * This truss has been designed fora live load of
20,Opsf on the bottom chord in )It areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
5) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 100
lb uplift a(joint(s) 3 except (jt=lb) 5-108.
LOAD CASE(S)
Standard
S—j I'm, ,, N % iW,U "L'A" I 1A, k 0, 1, r 4=P;,O- I— , 1, rA -4 ,, ,N+. r F -j In',. 44- 1 10-- k l' o Wv— 4" Nt's 41,;-, IoW w 1k lZRI od
t' q,,.- .'o IlDry i n-04, N .111M, k, """.
IN 3 a 1, "'v 1 11 Ne,, 1 11, t"'C, ""r, 1, Iq , r 'o i 4, 4, A 40 0 0,0 W q 'j" t1li.14 its r A,
I t, lN
0,1, :1 "t ik, ', ("', "", , 0.(
k A, qw. '14 i 0 11, hr- , I"! A , 4 .uOq 0 # 'A ;4 o", 1, ;, 01 A !K I 'o,( Dor,e, H 14H46
Job Truss Truss Typo
WRGS(;4FG9 jJ6F Jack -Open
Al poor masses, Fort Pierce, FL 34946. desiqn(§ ,a 1 toiss cam
1-0-12
1-0-12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-12]
LOADING(psf) SPACING- 2-0-0
TC11 20,0 Plate Grip DOL 1.25
TCDI_ 10,0 Lumber DOL 1,25
BCLL 0,0 Rep Stress Incr YES
BCDL 10,0 Code FBC2017ITP12014
LUMBER -
TOP CF-IORD 2x4 SP No,2
BOT CHORD 2x4 SP No-2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-4
00 PUrfins, except end vertiu-ils,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends thatStabilwers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4x6
i Qty Ply
A0038240
i5
Job Reference (optional)
Ruti 8 120 s Nov 1 2017 Pm;r 8 120 S'Nov 12 2017 MiTek 'WJLJSU110s. Inc Wed May 16 14 41 IS 2018 Page
ID UuiiiEBPzQXokuwJ2P!)W?E2TyuPlit-NrriZqXkNIsv(ilixOF91 IKREX2h6boekvaNX9goSGzFvWI
5-11-4
CS1. DEFL. in loc) I/defI LAI
VC O62 Vert(LI.) 005 4-5 999 360 BC
O38 Vert(C-F) 0.11 4-5 606 240 WB 0,
00 Horz,(ur) 0.08 5 n/a n/a Matrix -MR
5= 309/
0-7-4 (ruiw0-1-8) 3 155/
Mechanical 4 66/
Mechanical Max Horz
3 = 11
9(LC 9) Max Uplift
5 123(
LC 12) 3 56(
L,C 12) Max Grav
5 309(
L.0 1) 3 155(
t-C 1) 4 109(
L-C 3) FORCES. (1h)
Max, Comp./
Max, Ton, All forces 250 (lb) or less except when
shown. TOP CHORD
2-5=-
273/456. 2-3 --1561265 NOTES- 1) Wind:
AS(,,
E 7-10; Vult=150mph (3-second gust) Vascl=1 16niph,
TCDL=5.0psf, BCDL=5.0psfl h=15ftl Gat. 11. Exp
C, Encl., GCpi-0, 18, MWFRS envelope) and C-
C Exterior(2) zone; cantilever left and right exposed
I end vertical left exposed:C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1,60 plate grip DOI_= 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 5) Provide mechanical
connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at
joint(s) 3 except (jt=lb) 5-1 23. LOAD CASE(S)
Standard Dead Load
DO, =
It 16 in PLATES GRIP M
T?O
244/190 Weight: 22 lb
FT = 10% I-n 1-,-
t,%;ij, iU 'i Wt f 2A
I', if 'e" Ay A""N
D-4 110 "10.1 1q, il,i -:ii--
t A'XM t Pi WV11t, pvz, 11, Op"ght
0 ?
Ht
4 f('
d kv,,in A014,,ql T".Wll 1, L R,p4 A--4 oestw 01M,o ,y!1- "J"Ab'I'd oflhl .11te"om,," A I F'O 1-wii Wh— 14-1, V P
Job iTruss Truss Type Qty Ply A00382411
WRCSG4FG9 iJ7F Jack -Open 1 7
JlJob Reference (optional)
At Roof Inisses, Fort Ptecco, FL 34940, dosiqn@altnisswin Pat, 8.120 s Nov 12 2017 Pnnt 8 120 s Nov 12 2017 MiTek Industries. Inc Wed May 16 14 41 19 2018 Page I
ID aqpiYF3xuP8oBilli6PrSYazz2of-rz7Ck4OwcDEY7XqLGirgniapG?5PTMqXrripQM _jzFvWk
1-0-12 6-11 4
1-0-12 6-11-4
5 OW 12
6-1 1-4
6-11-4
Plate Offsets (X,Y)-- 2:0-3-0,0-1-12]
LOADING (psf) SPACING- 2-0_0 CS1. DEFL
TCLL 200 Plate Grip DOL 1.25 TC O83 Vert(l_t) TCDL
10.0 Lumber DOL 1,25 BC 0,53 Vert(CT) BCL1
0.0 Rep Stress Incr YES WB 0,00 Horz(CI-) 3C0I_
10,0 Code FBC-2017,frPI2014 Matrix -MR LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied of, 6-0-0 oc
puffins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc: bracing. MrTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 5
348/0-7-4 (mm,0-1-8) 3
1841Mechanical 4 =
79/Mechanical Max
Harz 3
133(LC 9) Max
Uplift 5 =
138(LC 12) 3 =
66(LC 12) Max
Grav 5
348([-C 1) 3
184(LC 1) 4
128(LC 3) FORCES. (
lb) Max.
Comp,/Max. Ton. - All force-, 250 (lb) or less except
when shown. TOP
CHORD 2-
5=-295/490, 2-3=-163/280 NOTES-
1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vas&
l l6rnph; TCDL.=5.Opsf; BCDL=5.0psf; h=15111 Cat.
11 ' Exp 0, Encl., GGpi=O. 1 8, MWFRS envelope)
and C-C Exterior(2) zone, cantilever loft and
right exposed I end vertical left exposed:C-C for members
and forces & MWFRS for reactions shown;
t -urnher DOL-1 .60 plate grip OOL=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 fora live load of 20.
Opsf on the bottom chord in all areas where a 3
4
in
10c) Well L(d 0,
10 4-5 797 360 022
4-5 373 240 012
5 u/3 n/a 5)
Provide mechanical connection (by others) of truss,
to hearing plate capable of withstanding 100 lb
uplift at joint(s) 3 except Ot=lb) 5= 138, LOAD
CASE(S) Standard
tandardDead
Load Defl, = 1,18 in PLATES
GRIP M
r20 244/190 Weight:
25 lb FT 10% 1-'
14, ", lk V11-5's 'SL X{ f'Nll" 149 O'W, V! %t "I' A' W, "A .+,q 'A 'A N' peq 'N; ol N i '- , 1 i 01i", 4", hk, tN' -1 '10.i ;,R' t t }
t a 1n 4¢ r I wAOT"'fl, 4M t"4,
4,,, 11V A 14 K A, K 1. 1a1 *114, d "'A' "4 t,kft
t!" 4"
3 W 'k, " I,( p.'! 0 4, 1 `
stlC10i Ad
0,'
040
y4 "'Zq k",-1 1x' .4A, 11! 4 f&,,4 I I L s4946
P'04 I
bdllvw i hmht it[ F i, mwl' m oO- I Who,, F. io,bli P t'
Job Truss Truss Type Qty Ply
A00382422
WRCSC4f`G9 JIFP Jack Open 12 i
Job Reference (optional)
Al Root Tnisses, Fort Pierce, f L 34946, desiqn(q)a I iniss, coin Ron 8,120 s Nov 42 2017 Print 8 120 s Nov 12 2017 Mil ek Indstries. Inc Wed May 16 14 41 20 2018 Page 1
ID:agpiYE3xuP8oBil[16PrSYazz2of-J9ttayQOYNWMPRt)PX(ISMvjy7oWoUVCoVg, T vW9 FvWj
1-0-121 3-7-8 6-11-4
1-0-12 ' 3-7-8 3-3-12
4x6 is 3X4
LOADING (psf) SPACING- 2 0-0 Csl.
TOLL. 20O Plate Grip DOT, 1,25 TC TCDL
10,0 Lumber DOL 1,25 BC BCLL
0,0 Rep Stress Incr YFS WB BCDL
100 Code FBC2017/TP12014 Mati LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purlins, except end vorticals, 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/we) 7
347/0-7-4 (min, 0-1-8) 4
94/Mochanical 6 =
172/Mechanical Max
Herz 4 =
133(LC 9) Max
Uplift 7 =
214(LC 8) 4 =
15(LC 12) 6
1 12(1-C 8) Max
Grav 7 =
347(L-C 1) 4
94(1-C 1) 6 =
180(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except
when shown - TOP
CHORD 2-
7=-278/427, 2-3=-275/485, 3-
4--165/332 BOTCHORD
6-
7-270/1157 WEBS
3-
6--1961338 NOTES-
1)
Wind: ASCE 7-101 Vult= 1 50mph (3-second gust) Vas&
116mph TCDI-,=50psf;BCDI.----5.Opsf;l)=15ftI Cat.
11 ' FXp C, E_--na, GCpi=0,18: MWFRS envelope)
and G-C Fxtorior(2) zone; cantilever left and
right exposed , end vertical left exposed; porch left
exposed;C -C for mornbers and forces & MWFRS
for reactions shown; Lumber DOL-z 1,60 Dead
Load Defl. - 1116,n 6-
11-4 6114
DEFL,
in loc) l/defl L/d PLATES GRIP 069
Vert(LL) 0,20 6-7 401 360 MT20 244/190 0.
35 i Vert(CT) 0.16 6-7 486 240 010
1-for/(CT) 0,03 6 n/a n1a ix -
MS Weight: 31 lb FT = 10% 3)
This truss has been designed fora 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
rec tangle 3-6-0 [,-)If by 2 0-0 wide will fit between the
bottom chord and any other rinembers, 5)
Refer to girder(s) for truss to truss connections,
6)
Provide mechanical connection (by others) of tHASS
to hearing plate capable of withstanding 100 lb
Uplift at joint(s) 4 except (jtAb) 7=214, 6=1 12, LOAD
CASE(S) Standard
W,
uq I,- V-tq, % l CX WI'A. 'K I 9 I i. V, ` ill "o, %j' I W 1 1, $,;,p )"r, )-', 71V "I a.rkm,I W tt 10—, 'Iz¢ ble, lllr -1 M,11 Ill. :N 40F- A
k li dJ S 1 t Pitt i i Y W k RI HM!W"wI 114& ii of V "I, Ill11 ",")W4, l, 1f1,,T"o 'Wwq W", 0 1414, 1ix ci 1 11 ql,-
d ., I0 "o I, 11"o ,, I( l,t a,q 1I q, WOW11I MI "ll, 1, 14 p d 10o-.1g.. W'—N, -l, it IlIll,"k?
1,Job Jruss ;Truss Type City Ply
A0038243i
jWRGSG4FG9 vas ;Valley it I f
Job Reference (optional)
I Roof Trusses, 34946, deSigntba I truss -corn Ron 8.120 s Nov 12 2017 Pnr t 8 120 sNov 12 2017 Wek Induso -es," I WedI Ma 16 14 41 20 2018 Page 1
ID agpjYE3xtjP8oBiIH6Pi'SYazz2of-J9hayQOYNWMP h;lXq'SvJy79u`A6XdGp3g,.,T9vW9zFvWj 2-
6-0 5-0-0 i 2-
6-0 2-6-0 2x4
2x4 cz 0-
0 5-0-0 0,
f 0 4-11-6 Plate
Offsets (X,Y)-- [2:0-2-0,Edgel LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L-1d PLATES GRIP TCLL
20,0 Plate Grip DOL 1,25 TC 0,09 Ver-t(LL) n/a n/a 999 i MT20 244/190 TCD(,,
10,0 Lumber DOL 1.25 BC 0,15 Vert(CT) n/a - n1a 999 13CI-
L 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0,00 3 n/a n/a BCD[-
10.0 Code FBC2017(TP12014 Matrix-P I Weight: 113 ih FT = 10% i
LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No,2 BRACING-
LOAD CASE(S) TOP
CHORD Standard Structural
wood sheathing directly applied or 5-0-0 OG
P1,111inS, BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTok
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 1
140/4-10-13 (min. 0-1-8) 3
140/4-10-13 (min. 0-1-8) Max
Horz I
I 2(LC 13) Max
Uplift I
33(LC 12) 3
33(LC 13) Max
Grav I
140(LC 1) 3
140(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
1)
Unbalanced roof live leads have been considered for
this design. 2)
Wind; ASCE 7-10, V(jlt=150rnph (3-second gust) Vasd---
1 16mph, TCDL-5,Opsf; BCDL=5,0psf; h=15ft; Cat,
11; Exp G; Encl., GCpi=O. 18, MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed I end vertical left exposed,C-C for inember-,
and forces & MWFRS for reactions shown.
Lumber DOL=1.60 plate quip DOL=1,60 3)
Gable requires continuous bottom chord hearing. 4)
This Truss has been designed for a 10,0 psf bottom
chord live load non concur rent with any other live
loads. 5) *
This tRISS has been designed for a live load of 20,
Opsf on the bottom chord if) all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 41 '
s b W N 1, ,m fl. P"" 5 P "P41"—.} W' 111 1bat 11 11 A €4
fi S yt. 4 11
J,
R 'j, 1 tq11 It 4 k t
i I " 1v v h
Job Tniss Truss Type ]Qty 1 Ply
VVRCSG,if(39 V09 valley
Job Reference (optional)
Al Roof lmsses, Foit Pierce, 1 1 34946, designOa 1 miss coni Pon 8 120 s Nov 12 201713nnt 8.120s Nov 12 2017MiTek Indus(nes, Inc Ward May l614,
ID:ziqpjYF3xuP8oBilH6PrSYazz2of nLFy9mPA8qUGor_k0At8sAql Ibot0xF
4-6-0 9-0-0
4-6-0 4-6-0
4x4
5,00112
2
STI
3
f3 I
4
2x4 I 5x4 2x4
O-Q, 10 9-0-0
0-6110 8-11-6
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft
ICTL 200 Plato Grip DOL 1.25 TC 0,29 Vert(t-L) n/a n/a
TGDI, 10,0 Lumber DOL 1.25 BC 0T4 Vert(CT) n/a n/a
BCLA_ 0,0 i Rep Stress Incr YES WB 0.07 Florz(CT) 0,00 3 n/a
BCDI_ 10,0 Code FBC2017ITP12014 Matrix-P
LUMBER -
TOP C410RD 2x4SPNo,2
6) Provide mechanical connection (by others) ofBOTCHORD2x4SPNo.2
OTVIFRS 2x4 SP No,3 truss to bearing plate capable of withstanding 100
BRACING- lb uplift at joint(s) 1, 3, 4.
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 LOAD CASE(S)
oc purlins. StandardBOVCHORD
Rigid coiling directly applied or 10-0-0 oc bracing.
MiTok recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation quide.
REACTIONS, lb/size)
1 148/8-10-13 (min, 0-1-8)
3 = 148/8-110-13 (min, 0-1-8)
4 = 30418-10-13 (min. 0-1-8)
Max He(-,,,
1 '1 25([-C 13)
Max Uplift
1 52(LC 12)
3 = 56(LC 13)
4 37(LC 12)
Max Grav
1 148(LC 1)
3 148(t-C 1)
4 = 304(t-C 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
2) Wind: A( SCIE 7- 101 Vult=1 50mph (3-second gust)
Vasd=1 16inph TCTI_-5,0psf; BCDL=5.Opsf, ' h=15ft:
Cat, 11 ' Fxp C. i:-,ncI_ GGpi-O. 18, MWFRS
envelope) and C-C Extenor(2) zone, cantilever left
and right exposed , end vertical left exposed:C-C for
members and forces & tv1WFRS for reactions
shown: 1-umber DOT_=l 60 plate grip DOI_=1,60
3) Gable requires continuous bottom chard 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
A00382441
1 2018 11,ago I
rIvT3h7FvWi
L/d PLATES GRIP
999 MT20 244/190
999
n/a
Weight: 27 In FT = 10%
w," I I fl,t s }h c ni "p-, 0 6 , I L, —1-3 MN; I Vl If 1- 10 1, 1, PO
W1, 4, 10 n, 4
Zw Nit t I k,"I 11..... A"11-1 Z-t.111 P A'A',W 4mbll Pi
Job Truss Truss Type 1 Oty 1 Ply
WFZCSG4FG9 V13 Valley
A0038245
Jot) Reference (optional)
At Root Trusses, Fort Pierce, FL 34946, design(§a I truss can Run 8.120 r; Nov 6 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 14:41 21 2018 Page I
ID agpjYF3xuP8oBilH6PrSYazz2ot-nLFygn)PA8qUGor_kOAt8sAgF8oq8xFkqD7vT3bzFvWi
6-6-0 13-0-0
6-6-0 6-6 0
4x6
6
3x4
4
1 5x4 i 3x4
0-01-10 13-0-0
o410 12-11-6
LOADING psf) SPACING- 2-0-0 CS1. DEFL, in (toc) Well Lid PLATES GRIP
1 CLL 20.0 Plate Grip DOL 1.25 TC 0,44 Vert(LL) n/a n/a 999 MT20 2441190
rCDL 10.0 Lumber DOL 1,25 BC 033 Vert(CT) n/a r1la 999
BClJ' 0,0 Rep Stress Incr YES WB 0,10 Horz(CF) 0.00 3 n/a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix S Weight: 41 Ith FT = 10%
LUMBER -
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
cc 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 = 202/12-10-13 (inin. (1 1-8)
3 = 202/12-10-13 (min. 0- 1 8)
4 = 515/12-10-13 (tarn. 0-1-8)
Max Herz
1 = 38(LC 16)
Max Uplift
1 65(LC 12)
3 72(LC 13)
4 = 84(LC 12)
Max Grav
I = 207([-C 23)
3 = 207(LC 24)
4 = 515(LC 1)
FORCES, (lb)
Max. Comp./Max, Ten, - All forces 250 (1h) or less
except when shown.
WEBS
2-4=-347(342
NOTES-
1) Unbalanced root live loads have been considered
for this design,
2) Wind: ASCE 7-10; Volt= 1 50triph (3 second gust)
Vasd= 1 16mph, TCDL=5.0psfi BCOL=5,0ps!'; h= I 5ft,
Cat, 11; Exp C, Encl., GCpi=0.l8, MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
and right exposed ; end vertical left expose(JIG-C for
rinembers and forces & MWFRS for reactions
shown; 1-umber DOL-- 1,60 plate grip D01--1,60
3) Gable requires continuous bottom chord bearing.
4)'7his truss has been designed fora 10,0 psf
bottom chord live load nonconourrent with any other
5) * This truss has been designed fora live load
of 20.Opsf on the bottom chord in all areas where
a rect angle 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, 3, 4,
LOAD CASE(S)
Standard
9"t fl, 4g, h e
Job 'Truss 'Truss Type Oty Ply
A0038246;
WR(',SG41 (39 V17 Valley I
Job Reference (optional)
Al Roof I losses, Fort Pierce, F 1, 34946, design(§altruss com Rung 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 M)Tek Industries, Inc Wed May 16 14,41 222018 Pa 1
ID ,),qpjYE3xuP8oBilli6PrSYazz2of-FYpt-N6Qov8c7Q?YwytPNPNCJaC68gidzSneOb2zF,l h
8-6-0 17-0-0
8-6-0 8-6-0
SX6
5 OW 12
eql Ti
STI
3x4
0-0 10
0-0-1 Q
Plate Offset,, (X,Y)-- 40-3-0,0-3-01 LOADING (
pst) SPACING- 2-0-0 rCLE
20,0 Plate Grip DOE 1,25 ICDE
10,0 Lumber DOL 1,25 BCLL
0,0 Rep Stress Incr YES BCDL
100 Code FBC2017ITP12014 LUMBER - TOP
CHORD
2x4 SP No 2 BOT CHORD
2x4SPNo.2 OTHERS 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 3-9-12 oc purlins.
BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. Mi Tek
recommends that Stabilizers and required cross
bracing be installed during truss 4 5x6
10
17-
0-
0 16-11-
6 CS1. DEFL.
in (loc) l/defIl I PLATES GRIP TC 0,
85 Vert(LE) n/a n/a 999 M T20 244/190 BC 0,
60 Vert(CT) n/a n/a 999 WB 0,
12 HOr7(CI-) 0,00 3 n/a n/a matrix-S
Weight: 54 Ih FT = 10% 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 othor members, 6) Provide
mechanical connection (by other,,-) of truss to
bearing plate capable of withstanding 100 In uplift
at joint(s) 1, 3 except (jt=lb) 4=1 13, LOAD CASE(
S) Standard Oroction,
in
accordance with Stabilizer Installation guide,
REACTIONS. lb/
size) 1 = 273/
16-10-13 (min. 0-1-8) 3 = 273/
16-10-13 (inin. 0-1 8) 4 = 694/
16-10-13 (inin. 0-1-8) Max H
o rz I = 52(
LC 17) Max Uplift
I 88(
L-C 12) 3 w
97(LC 13) 4 1
13(LC 12) Max Grav
1 279(
I-C 23) 3 279(
1-C 24) 4 694(
LC 1) FORCES. (lb)
Max. Cornp,/
Max, Ton, All forces 250 (11h) or less x(,(,.pt
when shown. WE 2 -
4= -
467/4 19 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCL 7-10: Vult=1 50rnph (3-second gust) Vasd= 1
16mph: TCDI. ---5.Opsf ' BCDL--5,Opsf ' h=1 5ff; Cat, It;
Exp C, Foci- GGpi=0,18, MWFRS envelope) and
GC Exterior(2) zone. cantilever left and right
exposed : end vertical left exposed;(;-C for members and
forces & MWFRS for reactions shown: Lumber
D01-=, 1 .60 plate grip 1)01-=l 60 3) Cable
requires continuous bottom chord hearing. 4) This
truss has been designed for a 10,0 psf q 'P
4 1
N,,l A "116
9-01
2t, q k RBI ....... A,*,- ssb. fi I P 6--! lo. P,Mh400, i""I r- pv", 1-1 I k,0 I kmk,,t 1 1,4, iti I'
Job !Truss 'Truss Type iQly Ply
A003824A
WRCSG4FG9 VIV12 ivalley
Job Reference (optional)
Al Root ln.sses, Fort Pierce, FL, 34946, deStgn@a I truss. Core Ron 8.120 s Nov 12 2011 Pnnt 8 120 s Nov 12 2017 Mi Tek Industries, Inc Wed May 16 14 41 22 2018 Pagge 1
1 D : U tin iF BPzQ Xokuw,12P5W?E 2TyuP 1 b+YpL N6Q(,)v8c7Q'?YwytPN PNGWLCFDgjZzS"e0b2zFv h
2-0-0
2-0-0
500112
2
x 4
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ltd
TCLL 20.0 Plate Grip DOL 1,25 TC 0.03 Vort(F-L) n/a n/a 999
TCDL 10.0 Lumber DOL 1,25 BC 0.02 Vert(CT) n/a - n/a 999
RCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code 1--BC2017/TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4SPNo,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0
oc purlins.
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc bracing,
MrTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS. lb/size)
1 = 50/2-0-0 (min. 0-1-8)
2 = 37/2-0-0 (min. 0-1-8)
3 12/2-0-0 (rrim. 0-1-8)
Max Harz
1 = 23(LC 12)
Max Uplift
1 = 10(LC 12)
2 26(l_C 12)
Max Grav
1 50(LC 1)
2 37(LC 1)
3 25(L,C 3)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (1h) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10, Vult=150ruph (3-second gust)
Vasd=1 16mph, TCDL=5.Opsf; BCDL=5,0psl; h=I 5ft,
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 DOI_-1,60
2) Gable requires continuous bottom chord bearing-
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss has been designed for a live load of
20.0psf 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,
5) Bearing at joint(s) 2 considers parallel to grain
6) Provide mechanical connection (by others) of
truss to bearing plate capable of Withstanding 100
lb uplift at joint(s) 1, 2,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 In FT = 10%
A)' k"W t'g utt"N' ",y 1-1--3 :'X M 9«W1111, 'W ''4 t
0' V1 -14 11 N I'll "I h # 1'114.01
l t'+q }i"q 'A' .4 p"o e r, 'A' ,C" 0_R 44 11 t, I
W:
eq-qhl [- 206A " t46Wl ..... Wh"o'l k.tiO P?Lr,Il,,O,d,,I',,,ei,fi,w r',It,¢tt.s,,,,t,oek;
1 Job !Truss iTruss Type
WR(,SG4lG9 iVM4 iValley
At Roof Trusses, k oil Piero., F L, :14946, desiqn@ 1 i I truss coin
1 Oty Ply i
A 003824w
Jot) Reference (optional)
Run 8 120 s Nov 12 2011 Prior 8 120 s Nov 12 2011 MiTek Industnes, Inc Weed May 16 14,41 23 2018 Pao(., I
ID agpjYE3xuP8oBilI J6PrSYazz2of-jkNjaRRQqRk 2916Vt)wc.xblgi(;aiPAp6tiROZI(JzFvwg
4-0-0
4-0-0
oo i 12
1 5x4 3
Wl
2A
LOADING (psO SPACING- 2-0-0 CS1. DEFL.
TCLL 20,0 Plate Grip DOL 1.25 TC 0.12 Vert(l-l-)
TGDL 10,0 Lumber DOL 1,25 BC O06 Vert(CT) BOLL
00 Rep Stress Incr YES WB 000 I lorz(CT) BCOL 10.0
Code FBC2017rl'PI2014 Matrix-P LUMBER - TOP CHORD
2x4
SP Nci.2 BOT CHORD 2x4
SP No WEBS 2x4 SP
No-3 BRACING - I OP
C1
IORD Structural wood sheathing
directly applied or 4-0-0 oc porlins, except
end verticals. BOT CHORD Rigid
coiling directly
applied or 10-0-0 oc bracing - Mr Lek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS, (
lb/size)
1 88/4-
0-0 (unin, 0-1-8) 3 = 7414-0-
0 (min, 0-1-8) 5 273/4-
0-0 (min. 0-1-8) 4 2714-0-
0 (min. 0-1-8) Max Horl 1
59(LC
12) Max Uplift I
r_ 10(
LC 12) 3 = 74(LC
1 ) 5 103(LC
12) 4 54(.0
3) Max Grav I
88(t-
c 1 3 50(1-
C 12) 5 = 273(LC
1) FORCES, (lb) Max,
Cornp.Wax.
Ten, - All forces 250 (lb) or less except when shown.
Top CHORD 2-
5=-202/
338 NOTES- 1) Wind:
ASCE
7 -101 V(jlt= 1 50rnph (3-second gust) Vascl=l 16iriph,
I'CDL-z5.Opsf: BCDL=5.0psfl li-151t; Cat. 11; Exp
C: Encl., GCpt=0. 18: MWFRS envelope) and C-
C Exterior(2) zone: cantilever left and right exposed ,
end vertical left (-,,xposed,C-C for members and forces &
MWFRS for reactions shown; Lumber DOL-
1.60 plate grip DOL-1 .60 2) Gable requires
continuous bottom chord bearing, 3) This truss
has been designed for a 10.0 psf bottorn chord kvo
load nonconcurrent with any other 10 15x4 ii
in (
loc) Well
Ud PLATES ES GRIP TIMn/a
999 MT20 244/190 n/a - n/
a 999 OM 3 n/
a n/a Weight: 12 lb
FI` = 10% 4) ' This truss
has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a wide will
re -0 fitbetweenrectangle 3-6-0 (all by 2-0 the bottom chord
and any other members. 5) Bearing at
joint(s) 3 considers parallel to grain value rising ANSIfTPI
1 angle to grain formula. Building designer should
verity capacity of hearing surface. 6) Provide
mechanical
connection (by others) of truss to hearing
plate capable of withstanding 100 In uplift at
joint(s) 1, 3, 4 except (jt---lb) 5=103, LOAD CASE($) Standard
0",
Job !Truss Truss Type !Oty Ply
WPGSG4FG9 VM6 Valley I
Job Reference
Al Roof fnisses, Fort Pierce, FL 34946, desiqn((r l I trijsS Con, Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiT
131
3
2x4
1,5x4
LOADING (psf) SPACING- 2-0-0 CS1. DEFIL. in (loc) I/deft L/0
TOLL 20.0 Plate Grip DOL 1.25 1 C 0J31 Vert(LL) n/a n1a 999
TCDL 10.0 Lumber DOL 1.25 FIG 0,33 Vert(CT) n/a n1a 999
BCLL 0.0 Rep Stress Incr YES WB O00 Horz(CT) 0,00 n1a n1a BCDL
10,0 Code FBC20171TP12014 Matrix-P LUMBER -
TOP
CHORD 2x4 SP No 2 ROT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 LOAD CASE(S) BRACING-
Standard TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals BOT
CI IORD Rigid
coiling directly applied or 10-0-0 oc bracing. MiTiek
recommends that Stabilizer-, and required
cross bracing he installed during miss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 1 =
204/5-11-6 (rnin. 0-1-8) 3
204/5-11-6 (min. 0-1-8) Max
Herz 1 =
93(t-C 12) Max
Uplift 1
40(LG 12) 3
79(LC 12) Max
Grav 1
204(t.,C 1) 3 =
204(LC 1) FORCES, (
lb) Max.
Cornp,/Max. Ton, - All forces 250 (Ib) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150rnph (3-second grist) Vasd=
1 16mph, I'CDL=5.Opsf; l3CDL=5.0psf, h=15ft, Cat.
IL, Exp C, Encl., GCpi--0,18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL- 1.60 2)
Gable requires continuous bottom chord bearing, 3)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads, 4) '
This truss has been designed for a live load of 20.
Opsf on the bottorn 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 hearing plate capable of withstanding 100 lb A011382419i
i
iv
16 14 41 23 2018 Page I PLATES
GRIP M
T20 244/190 Weight:
20 lb FT = 10% k,
P ktAS ';'-J' i 'U' U 'WT 1N 1W "I W 'I", A '
qi' ',,o A,Ih""ny I T t o i i 7 1 3
1.*N "I M4 lii'Q'-4-4 il o,""101' 3"' 4"
y "—'o "1", "11t 21, T ,, W .0 Y p'km' -1 i5t e.x nnl P" 'I, 'p .q— q
Job Truss !Truss Type 1 Qty ply
A003825O:
WU2G',,(,AVG9 I VM8 !Valley
Job Reference (optional)
Al Roof masses, Fort Fierce, IT 34946, design(aPa I truss coff) Run: 8 120 s Nov 12 2011 Pent 8120 s Nov 12 2017 MUrek Industries, Inc Wed May 16 14 41 24 2018 Page I ID
agpiYF3xuP8oBilFi6PrSYazz2o(-Cwx5oriS3RlsrfJiJ3lRrt)oli-ri9OtM8d3Gv577fwzFv Wf 8-
0-0 1
2x4
Soo
12 1 Sx4 2
W
I 4
1,
5x4 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/deff Ud PLATES GRIP TCLL
20,0 Plate Grip DOL 1.25 TC 0.39 Vort(L.L) n1a - nla 999 MT20 244/190 TCDL
100 1-urnbor DOL 1.25 BC 0,23 Vert(CT) n/a t I /a 999 BCLL O.
C) Rep Stress Incr YES WB O00 Hor;.,,(Cl-) 0,00 3 n1a n/a BCDI, 10.0
Code FBC2017/TP12014 Matnx-P LUMBER - TOP CHORD
2x4SPNo,
2 BOUT CHORD 2x4
SP No,2 WEBS 2x4 SP
No.3 BRACING- I OP
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. MrTok recommends that
Stabilizers and required cross bracing
he installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS.
ifb(size)
1 170/7-
11-6 (rnin.0-1-8) 3 = 1817-11-
6 (min, 0-1-8) 5 434/7-
11-6 (rnin,0-11-8) 4 = 617-11-
6 (min. 0-1 -8) Max HOU/ 1
131(LC
12) Max Uplift 1 =
11 (L-
C 12) 3 = 1118(LC,
1) 5 168(LC
12) 4 13(1-
C 3) Max Grav 1
170(LC
1) 3 12(LC
12) 5 434(LC
1) FORCES, (ib) Max.
Comp./Max,
Trin, - All forces 250 (lb) or less except when shown,
TOP CHORD 2 -
5=-325/
492 NOTES- 1) Wind:
ASCF
7- 10; Vult-150mph (3-second gust) Vasd=1 16rnph
TGDI_---5.0psf: BCD(,,--,5,0[)sf: h--15ft: Cat, It; FxP
C; Encl., GCpi=0.18; MWFRS envelope) and G-
C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed ' C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1,60 plate grip DOL,1,60 2) Gable requires
continuous firittorn chord hearing. 3) This truss
has been designed for a 10 0 p,,,f bottom chord live
load nonconcurrent with any other 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) Bearing at
joint(s) 3 considers parallel to grain value using ANSliTPI
I angle to grain formula. Building designer should
verify capacity of hearing surface. 6) Provide
mechanical
connection (by others) of truss to hearing
plate capable of withstanding 100 lb uplift at
joint(s) 1, 3, 4 except (it=lb) 5-168, LOAD CASE(S)
Standard Weight: 26
In
FT = 101n 0-o v
W1,11, '4
tc"WO'O"-
4111 W"
I JANUARY 17, 2017
41w
Ado
I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772A09-1010
TYPICAL HIP / KING JACK CONNECTION I S'I'D'1'1,0 I
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
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
ttach Corner Jack's
4 (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
rca
l-A 1- 1 1, 1, 11,4 o' jr 0 e 1 1, 11 11
i
Px, 4k, ", 2", 4, 1 koo o P in"A", ,O (,,,mw ,v izm A I to,,' f
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST_ FUCIF €3LVP_
FORT PIERCE. Ft, 34946
112 409-1010
ALTERNATE DIAGONAL. BRACING TO THE BOTTOM CHORO
I' -- 3' MAX.
DIAL, BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES o
F 24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
Q.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) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d C131'
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. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYEO /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
UKAL
TRUSS
4 STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017
STANDARD PIGGYBACK TRUSS STDTI-04
CONNECTION DETAIL
A
THIS DETAIL, IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98,ASCE 7-02, ASCE 7-05,ASCE 7 1 OWINI)SrANDAROSUNDI-RAI-LE-Nct-OS(.IRE AND EXPOSURE
CONDITIONSIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS, REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
wnrNww NOTE: THIS DETAILAIL IS VALID FOR ONE PLY I RT ISSES SPACED 24- 0 C OR LI-,-SS,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 3494,
772 40',4-1010
PIGGYBACK TRUSS
RETER 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' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT,
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
I-FF-tOCKMULTI-USE CONNECTION PLATES SPACED 48"OC PLACES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"0 C
STAGCERED FROM EACH FACE AND NAILED TO THE BASF TRUSS WITH
FOUR (4) 6d (1 5- X 0 099-) NAILS IN EACH PEATI, TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377113S AT EACH 2"X 8' 1 l' F LOCK MULTI -USE
CONNECTION 111-Al U. (MINIMUM OF 2 PLATES)
ATTACH EACH PURL IN TO THE TOP CHORD OF
THE BASF TRUSS,
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE, TRUSS INFORMATION,
1, 14 4111"t, It, I,- N, 4,-, Z, 4", W"
2WA koV-,w, AIk,- 'o4CM ','l 1-401 1'
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
4451 ST. LUCIE BL-VD
FORT PIERCE. FL 349-
SECURE
W/ (
ATTACH 2X4 CONTINUOUS #2
SYR TO THE ROOF Wl TWO USP
WS45 (1/4" X 4,5") WOOL) SCREWS
INTO FA(A-1 BASF TRUSS -
GENERAL SPECIFICATIONS:
ll. NAIL SIZE = 3" X 0,131" = 10d
2 WOOD SCREW --- 4 5" WS45 USP OR F,-.QOIVA[-ENT.
3 INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES,
4, INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A"
5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01,
1, VALLEY STUD SPACING NOT TO EXCEED 48" O,C,
F, END, COMMON
SS, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7 (15,146 MPH
WNODESGNPER ASCE /T0 110MPH
MAX MEAN ROOF HEIGHT - 30 FEET
ROOF PITCH -- MINIMUM 3/12 MAXIMUM 6/12
CATFRGORY If BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD 50 PSF
MAX SPACING -- 24" O.C.(BASE AND VAIJ FY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES
l 4, 4", 'A' '1""' 4,
V ,A . .... .
s n"—' , I ! 11, "'Oo' 4"" s
q-qf, 18A A i t"'A 7-" kO: . . 1 NT'4 !0 Ft iq d p 1%o Ifit k 6s?a,ts kwl'4P, I T-ts :1+i
0 TRUSSED VALLEY SET DETAIL
A, I ROOT TRUSSES
44'1 -T I I if ni \/r)
FOE
SECURE
W/ (
GENERAL SPECIFICATIONS:
I 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 INDIVIOAL, DESIGN
DRAWINGS.
5 BASE TRUSS SHALL BE DESIGNED WITH A PURI. IN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING
6, NAILING DONE PER NOS - 01,
g",I
ten e. ,
1 "4 A, I I'wl' V
h'o It, --iI "o k i f= kw" i 1e"+ 10
JULY 17, 2017 1
1 1 V r,c l l_ 1 .,.AL- 1 "t— 1 .-kit—
NIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST- LUC:IE BLVD,
FORT PIERCE, FL 34946
772-409-101 O
AT VA(
WIND DESIGN PER ASCE 798, ASCE 7-(
WIND DESIGN PER ASCE 7-10: 170 MPI-
MAX MEAN ROOF HEIGHT = 30 FEET
CAI ERGORY 11 BUILDING
EXPOSURE 13 OR C
WIND DURATION OF LOAD INCREASE. '
MAX TOP CHORD TOTAL LOAD -- 50 PSF
MAX SPACING - 24" O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UNG,._.
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2` - 10" ON AFFECTED
TOP CHORDS.
NOTES:
t SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
CLIP MAY BF APPLIED
TO THIS FACE UP TO A
NON-B[ VEL1 D MAXIMUM Eif12 PITCH NON-E3FVELE D
BOTTOM CHORD BOTTOM CHORD
FOR REVELED BOTTOM CLIP MUST BE APPLIED TO
CHORD, CUP MAY BE APPLIED THIS FACE WHEN PITCH
TO EITHER FACE EXCEEDS 0t12 (MAXIMUM
12112 PITCH)
h ',l,i}N,3,'%,,"II,k M la+t{` tl
ik t ib } #q
i ro pYbF yr 4 s,e'e.. , P,e br+ a .w M .- F tv a.x a. #..R g,&8'f r , , jr. .£#3 tl n^oc o
I I' FEBRUARY 17,2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
4451 SF- LUCIE BLVD
FORT PIERCE, Ft.. 34946
712 409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' O.C.
VERTICAL
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
L
AN
TI ONLY. WN E 0SHOWNAREFOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' O.C.
2) 10d NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTALTYPICAL
NAILED TO
2X4 VERTICALS1. VERTICALS
SECTION A -A W/(4) - 10d NAILS
FDIAGONAL BRACE 4' - 0' D.C. MAX,
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA,
12 PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END,
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
A
zi 4) Bd NAILS MINIMUM, ROOF
3X4 = PLYWOOD SHEATHING TSHEATHING 6z STDSPFOCKO2X4BLisDIAGONAL
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' MAX.NAILS BE PROVIDED
BY PROJECT ENGINEER OR ARCHITECT, 3. BRACING
SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT SLOG. ARCHITECT OR
ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. '
L'
BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH
ONE ROW OF 10d NAILS SPACED 6' D.C. f TRUSSES R
24' D.C. 5. DIAGONAL
BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' -
0' D.C. 6. CONSTRUCT
HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d
NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' D.C. ATTACHED THE MIDSPAN
OF THE LONGEST GABLE STUD, ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (
3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE
STUD DEFLECTION MEETS OR EXCEFEDS 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'X3.5' 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
STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL
BRACES AT
SIZE SPECIES
SPACING BRACE L - BRACE BRACE 1/3 POINTS AND GRADE
MAXIMUM STUD
LENGTH SP 2X4 #
3/STUD 3-8-10 5-6-11 X _12'0.C, 2X4SP#31SI(
JD— 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #
3 1 STUD 24'0,C, 2-8-6 3-11-3_ 5-4-12 8-1-2 2X4SP#2
3-10-15 5-6-11 6-6-11 11-8-14 12"0,C. 2X4 SP #
2 16"O'c' 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP
42 24" O.0 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' O.C,, WITH 3' MINIMUM END DISTANCE, BRACE MUST COVER 90% OF
DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2- MAX MEAN
ROOF IIEIGHT =30 FEE'[ EXPOSURE 8
OR C ASCE 7-
10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING, DURATION Or
LOAD INCREASE : 160 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 STDTLO9
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
rQRT PIERCE, 1J, 34946
712-409-1010
l
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.
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 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE]
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE I -BRACE MUST BE SAME SPECIES
AND GRADE OR BETTER) AS WEB MEMBER.
NAILS NAILS
WEB (
WEBNAILS
I -BRACE T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10
4 L--
A-1 ROOF TRUSSES
4451 ST_ LUCIE BLVD,
FORT PIERCE, FL 34946
172-404,1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY S TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE I: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
WEB WITH (3) - 10d SCAB WITH (3) - 10d
NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
WEB WITH (3) - 10d
3NAILS (0,131' X ')
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0,131' X 3')
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')
fiy
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED.
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' DIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
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 17,2f7 LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2 THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALLAAABESUCHASTOAVOIDUNUSUALSPLITTINGOFTHEWOOD.
1 A-1 ROOFTRUSSES3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451
ST. LUCK: BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT
PIERCE_ FL 3494 772,
409-1010 TOE -
NAIL SINGLE SHEAR VALUES PER
NOS 2001 (LB/NAIL) DIA
SP OF HE SPF SPF—S 131
88.0 80.6 69,9 68.4 593 ca
z135 93.5 85.6 74.2 72.6 63.4 ri
162
108,8 99.6 86,4 84.5 73.8 128
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 VALUES
SHOWN ARE CAPACITY PER TOE —NAIL. APPLICABLE
DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE:
3) —
16d NAILS (0.162' Olk X 3.5*) WITH SPF SPECIES BOTTOM CHORD FOR
LOAD DURATION INCREASE OF 1,15: 3 (
NAILS) X 84.5 (LB/NAIL) X IJ5 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE
MAY VARY
FROM 30*
TO 60* 45,
00' ANGLE
MAY VARY
FROM 30'
TO 60* STDTLI
1 THIS
DE:T AIL 1-5 ON-LYAPPL-ICABLE TO THETOHR:TEE'LEND5 DOETAILS
SHOWN BELOW. VIEWS
SHOWN ARE FOR ILLUSTRATION PURPDSES ONLY. SIDE
VIEW 2X3)
2 NAILS x -
4 NEAR SIDE NEAR
SIDE SIDE
VIEW 2X4)
3 NAILS I
NEAR SIDE NEAR
SIDE I
NEAR SIDE 4
5, 00' SIDE
VIEW 2X3)
2 NAILS NEAR
SIDE UNEAR
SIDE R )
NEARSIDE E
SIDE --
NEAR
SIDE
ANGLE
MAY VARY
FROM 30*
TO 60* 45,
00'
I' FEBRUARY 17, 2017 ( UPLIFT TOE -NAIL DETAIL I STDR12
A-1 ROOF TRUSSES
4451 51. LUCIE BLV0.
FOR PIERCE. FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY, BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
TOE NAIL WITHDRAWAL VALUES
PER NOS 2005 LB/NAIL)
DIA. SP OF HF SPF SPF-S
131 59 46 32 30 20
O
J
135 60 48 33 30 20
R
m
162 72 58 39 37 25
J
0 128 54 42 28 27 19
F
131 55 43 29 28 19
w
1 148 62 48 34 31 21
J CV
L
z
120 51 39 27 26 17
C?
128 49 38 26 25 17
0
131 51 39 27 26 17
148 57 44 31 28 20
L 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 L33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF L60:
3 (NAILS) X 37 (LBONAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
sw• USE (3) TOE --NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
L
NAIL
NAIL
SIDE VIEW END VIEW
TYP 2x2 NAILER ATTACHMENT I STD -Ft' 13
0
scar
2x2 NAILER ATTACHMENT
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
772-409-1010
7-10, 29'-0" Mean Height, Exp. B, C or D.
111SWOW
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL S'1'1-)I'L, 141FOEXTERIORFLATGIRDERTRUSSI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946 12
772-409-1010
VARIES
aml
TRUSS 2411 O.C. --\ A -''`' (4) 12d
a
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24 1[
O.C.
SIMPSON H5
Ji,
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEDS, AND (
STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
TOTAL NUMBER MAXIMUM FORCE (LBS) I57 LOAD DURATION
OF NAILS EACH X
SIDE OF BREAK (INCHES) SIP OF SPF HF
eirww
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
A-1 ROOFI-RUSSES
4451ST.LUCIE'BLVQ. 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
FORT PIERCE, FL 3**46
112-409-1010 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511
66 48" 3657 5485 3346 5019 2829 4243 2898 A376744
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' Q.C. AS SHOWN (.131' OIA. X 3'),
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER, USE A MIN. 3' MEMBER ENO 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
IBd NAILS NEAR SIDE
10d NAILS FAR SIDE
111111
9
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 G' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
00 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 15 LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
p
1 SCAB APPLIED OVERHANGS
A-1 ROOF TRUSSES
4451 SIT L ' UCIE BLVD.
FORT PIERCE ' FL 34946
7 72 409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12112
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HE, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.146' DIA, X 3') SPACED 6' Q.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C, MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TOTO INDI VIDUAL-fRSS DESIGNN
FOR PLATE SIZES AND LUMBER GRADES
HATCH LEGEND
FOYER CI.Cr_
4' A.I-.F.
12 —ET" A.F.F.
s 14 - (l' A.E .F.
Ni1TE: ALL TRUSS TO WALL AND/Uk HIJUSS 'tV
L"EDGE€? CONNECTIONS BY BUILDER
E
UNtE.55 NOTED OTRENWtS£}_.
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OT}#£RW(SE)
a
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW e
TRUSS l.D. AND TRUSS LOCATION ONLY,
fllE BUitcNc DESIGNER PS RESPONSIBLE FOR THE
SFRUCT(€R.A€. STA3s`if.ITY Of THE ENTIRESTRUCTURE,
REFER TO THE € OfVPDUAL TRUSS ENGINEEFING DRAWINGS YFORGRAVITYANDUPLIFTLOADS.
FOR BRACING & ERECnO D£XA€i5 REFER
T6 61734-03 ANOjDR ENGINEER OF RECORD Z-
h.
REPRESENTS TFfE LEFT SIDE OF
EACH TR€iFS DRAWING
t NOTe: REFER TO USP CONNECT OR CATALOG
FOR INSTALLATION DETAILS
B. IUS26 3 -'.'ASH422 R
C THO26 6{ MU526 S
D TH62F, L-
E ; T HD26-2 M
G SUSk" /PI
hBS- HANGER BY BUILDER 438W BEAM BY SF.
IttDFR5-2NOTE.: UPLIFT CCtNNECTIONS FOR kf.t. COMMONx
TR(:SSfS BEARING ON ANOTHER TRUSS TO BE tSTA12
STRAP iFs'Y 074CPS} UNLESS NOTED OTHERWISE
EXCLUDES VALLEY AND P4GGYRACA TRUS.SESI
LOADING ROOF FLOOR WIND TOM
20 ASCE 7 1{tn. 5 LIVE LOAD s-
o DEA:i I.OA& iO _ 156 MPH EYP
Crt
s UVE LOAD '.... 10. _ - CATEGORY t(
an
cx . UEAS3 tOAD E+J EPICLOSFO
TOTAL CORD 44) .... FBC 2017
D'URATON FACTOR ,...12E T?f - 2014
REV DATE 9Y
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CUSTOMER RYAV H'0,,3ES
306 NAME SEAGATE v4 "F`
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BLDG St.DG
TYPE #
loe A z337 :MASTERi WPCSG4FG9
DRAWN SCALE
DATE - 11) 15'2016
if YTS.
ROOFA-1 F
yTRUSSESES
UNIVERSAL ENGINEERING SCIENCES Consultants In.
Geotechnical Engineering -
Environmental Sciences Geophysical Services - Construction Materials
Testing * Threshold Inspection Building Inspection - Plan Review -
Building Code Administration 3532 Maggie Blvd, Orlando,
32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110,
170073Z0000 Workorder No: 9436225-1
Report Date: 2/12/
2019 0 f-9 - 00
Cc) C1 In -Place Densfty Test,.
Report Client: Ryan Homes 4307
Vineland Road Suite
H-16UES Technician: Caleb Radcliff Orlando,
FL 32811 Oate Tested:
02/12/2019 Project: Kensington Reserve, House Lot
Testing 3998 Brisson Avenue, Sanford, Seminole
County, FL 32773 Area Tested: Lot 15 Material:
Native Reference Datum: 0 =
Bottom of
Footing Type gf Test: Field: ASTM
D-2937 Drive
Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor
The tests below meet the
minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test No. Location of Test
Range
Maximum Density Pcf) Dptimum Moisture
Field
Dry
Density
pcf)
Field
Moisture Soil
Compaction
Native
Depth
inch)
Pass
or
Fail
1
South
Footing
0-1
ft 105A IZ2 110.2 9.0 105 N/A Pas° 2 West Footing 1-2
ft 105A 12.2 109,0 10.1 103 N/A Pas! 3 North Footing 1-2
ft 105.4 12.2 1097 9.9 104 N/A Pas, 4 Northeast corner (TOF) 1-
2 ft 105.4 12.2 107.9 10.1 102 N/A Pas, 5 Southwest corner (TOF) 2-
3 ft 105A 12.2 1051 11.0 100 N/A Pas: Remarks: 3710 Hanworth Loop TOF)=
Top Of Fill fk,
0-61i' -4 if --
f, - -0-i##-4 -
M
DESCRIPTION AS FURNISHED: Lot 15, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NUR Inc,
C) ]IJ-0,A -
BRISSON A VENUE
50' R/W)
1.00' NON -VEHICULAR
EASEMENT S 00019.'09" E
75, 00'
LOT 14
I7
121-50'
own
5' WALL & LANDSCAPE
29.43' 29,50'
r/NM 4C
25Z5* 25.50' 26.15'
to' UTIL. ESMT.
S 00"19'09" E (8,8.)
75. 00'
HANWORTH LOOP
50- PRIVATE ROAD)
LOT 16
11, ` 65,06'
0 px.
PROPOSED - FINSHED SPOT GRADE ELEVATIONS rtf rLZY T^ WAL('vL^IIv#v"> OVILIJIV4v 1>r)C6.iL`rW0; ^: rv",or.,Mv
PER DRAINAGE PLANS IMPERVIOUS COVERAGE - .3,5J,5* SQUARE FEET OR J,9..3X FRONT 26'
PROPOSED DRAINAGE FLOW Lek
LOT CONTAINS 9,000,* SQUARE FEET REAR 20'
WALK ON=32:k SQUARE FEET SIDE 5* FOR 40' LOTS
LOT GRADING TYPE A
PROPOSED FINISH FLOOR PER PLANS - 26.3'
WALK OFF-300;k SQUARE FEET SIDE 7.5' FOR 60' LOTS
DRIVE ON=653.* SQUARE FEET SIDE 10' FOR 75' LOTSFQDRIVE2MAELONjoo142.* SQUARE FEET SIDE STREET ® 25'
CRUSEiVNErER -SCOTT ASSOCA INC - ZAND SURVEYORS
LEGEND LEGEND -
A FLAT PnA_ POINT ON LINE
5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436
F • FIELD Tyr. • TYPICAL NOTM V
IP1 • IRON PIPE PILL.POINT OF =,CwvATLD`E
wt IRON POO P44 POINT OF OAV&TURC I. THE wvvwoNrD am HEREBY omw TINT Tw sww man roe STANDARDS or PA scr FORtH ey Yhr FLORIDA aoARo OF
CK •MoCKM MMAOUT RAVE• RADIAL PROFMMOL SURIVE'rM AND AWPERS IN CHARTER SJ-17 FLORIDA AOUffaMTW W" PLMIAW TO MITON 472,027, FLORIDA STATUES
SET 1^ 1/8' M VOLI 43% MR. NON-WIML 2, UNLESS VJVMW KIN StfflWYaR'S MNATURE AND ORIGINAL RAMED SM IM "M A44P OR COPIES ARE NOT VAUA
KC• RECOVERED VP. • VITW= POINT J, DO SURVEY WAS PREPARED FROM TITLE WORIWKWO FURNISHER TO THE WRVrMR THERE ANY at on" RESTRICTIONS
POINT or KOINNING CALC, w CALCMATED
RokPOINTOrCOWE"MMENT "D REFERENCE K"IMENTFRA
ON EASEMENTS THAT AFMT THIS PROPERTY.
4, No UMMOROUND 04PROVEVENTS NAW $M LOCATED UNLESS OTHMWME $NowCENTERLIM
Mp MAIL 4 DISK &$L WILDING SELINE S, na SUAW IS PREPARED FOR THE SOLE MWEFTF OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER &Mrr.
A/v RIGHT-017-VAY B. ON&MOS SHOWN FOR THE W-CATION OF WRMUEM HEREON SHOULD NOT RE UM TO RECONSfRMT80UNWY LINES,
ESHT, EASEMENT
WAK DRAINAGE
7. WAR", ARE =ASSWELk OAAW AND ON WE LINE SHOWN AS 04W OW&W (A6.)
VILL. UTILITY C GZATIOn IF ARE som on t4row mom WRTm cKrum or wa, mm owawsr NOTED,
CLFC, • CHAIN LINK FEME 9, C&TIMATE OF AUMORLZAMN Na. 4090,
VUC VD00 FENCE
C/I CDNMTE Wpr- • POW or VATURE CALE 1 1' - 20, _I DRAWN BY, eceO
P.T. • POINT Or TANGENCY
DESC, UDCRVOTION CERTIFIED or WIF ORDER No,
R RDIUS
L ARAC UNGI" f) PLOT PLAN 11-29-2018 7727-18
0 AOC9%.T REVISED PLOT PLAN (MOVED AC) 12-11-2018
CID, • CHORD 8EARING
NORTH FORMBOARD FOUNDATIONIELEVS. 02-14-2019 1002-19
447-7THIS80UNNO/PROPERN DOES NOT UE WNW 4OX.- ME ESTAOUSHED 100 WAR FLOW PLANE AS PER IFTRM' RVSO 4714inw%i5?,Eior:
ZONE 1XI MAP I 12117COOOOF (09-28-07)
ES So R.L.S 1 4801
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
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 hftps://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
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
U
FORM R405.4,1-2017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #:
job Information
Builder: LSCommunity: 6:e-LMLI lot: / . . . ....
Address: Unit:
City: State: Zip:
Air Leakage Test Results 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 wg, (50 pascals) in Climate Zones I and 2,
QTFORMANCE or ERI METHOD- The building or dwelling unit shalt be tested and verified as having an air leakage rate of not exceeding the
selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO, ACH(
50) specified an Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): 6,
x
60 + 11,71 = !U I I/ Method for Ca culating bUild*ng =Iumet U450)
Efuildifig Volume ACH(50) 0 Retrieved from architectural plans PASS (
Mechanical Ventilation is not required) 0 Code software calculated F-
1 PASS (with Mechanical Ventilation) eld
measured and calculated E:
1 FAIL R402.
4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing
shall be conducted by either individuals as defined In Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.
105(3)(1), (g), or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided
to the code official, Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During
testing: 1
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control
measures, 2.
Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3.
Interior doors, If installed at the time of the test, shall be open. 4,
Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 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: (855)-438-1515 1
hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Kyle Higgins License/
Certification #: BHEDTG Issuing Authority: RESNET
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #:
Job Information
Builder: 1CfW,0_a Community: Lot:
Address:
City: :2CState: Zip:
a:Z,2 Duct Leakage
Test Results System 1
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 handler unit is installed. If air handler unit is not installed, Qn
Total must be less than or equal to 0.03. This testing method meets
the requirements in accordance with Section R403.3.3. Is the
air handler unit installed during testing? F] YES E] NO Performance / E
RI Method cfm25 (Out or Total) To qualify
using this method, Qn must not be greater than the C2 L) +
Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of
all Total Conditioned Leakage Type
selected on Form Qn specified on Form R405-2017 systems Square
Footage R405-2017 (
Energy Calc) or R406-2017 (Energy Calc) or R406-2017 DPASS EIFAIL
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)(f), (g) or (i), Florida Statutes. Testing Company
Company Name:
15 Ligh!years, Inc Phone: (855)-438-1515 I hereby
verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements
according to the compliance method selected above. Signature of
Tester Date of Test: zz Printed Name
of Tester: Kyle Higgins License/Certification #:
BHEDTG Issuing Authority: RESNET