HomeMy WebLinkAbout2340 Tudor Rose Dr 18-2793; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005 DATE: July 02, 2018 e-'
BUILDING APPLICATION #: 18-10000587
BUILDING PERMIT NUMBER: 18-10000587
UNIT ADDRESS: TUDOR ROSE DRIVE 2340 1-7-20-31-5VC-0000-0180
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SEE: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2340 TUDOR ROSE DRIVE f KENSINGTON
RESERVE / SFR
1-1 ---------- -- ------- ------ -----------------------
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
I— ------------ _ ---------
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS NIA
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing54.00 1,000 dwl unit 54.00
SCHOOLS CO_WDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILD WT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, C\A L\Z__'
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN RE DEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
MR
CITY OF SANFORD
d BUILDING & FIRE PREVENTION
PERMIT APPLICATIrnON
Application No:
Documented Construction Value: $
R.
Job Address: 140 TA&'P Historic Istria® YesEl N.tD
Parcel ID: Residentilecommercial 11
Type of Work: NAejelddifion 11 AlterationEl Repair[] DemoEl Change of Use 0 move 0
Description of Work: _Plumbin,, New Residential Construction
Plan Review Contact Person: Jamie Blackwell --Title: Cierical
Phone: 407-323-7515 Fax: 407-323-8954 Email: jqfo a
Property Owner Information
Name Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name . A'dvantage Plumb ,' Inc. Phone: 407-323-7515
Street: — PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-0057881
Architect/Engineer Information
Namea
Street:
City, st Zip:
Bonding Company-,
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMAIENCEMENT MUST BE
RECORDEDAND 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 pc it and that all work will be performed to meet standards of all laws regulating construction
in this jurisdkfion. I understand that a separate perndt must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FHC 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
NQII_CE: In addition to the 6VAu'reme"' of this ie"'k the M. 4e- 3'?d1
mmy 00 aumuormt perums rrquma trom Other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance Of Permit is verification that I will notify the Owner Of the Property of the requirements of Florida 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 submind.
The actual construction value will be figured based on the current FCC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance, Should calculated chargcs figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
signature oi 01;oriArpnt
9i Motary-Stde &CF-forida - - - --- -- fist-
Owner/Agent is _ Personally Known to Me
or Produced
MWE regmaung construenon and
A. Thomas Smith
Print ConttwiedAgent's Name
sipa I 'of otary-stato 0 Dato
W rONO L01*8 M K*A - SM dIt
NOTARY PUBLIC
STATE OF FLORIDA
Comrn#GG136M
E-MMres 6/2112021
Contractor/Agent is X Personally Known to Me or
Produced H) _ Type of ID ___
BELOW IS FOR OFFICE USE ONLY
1-'11 . ermits Required: Building 11 Electrical[] mechanical D Plumbing[]
Construction Type:
ToSq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: Gas
JXI Roof [] Flood
Zone: Acw
Construction: Electric - 4 of AmpsPlumbing - # of Fixtures Fire Sprinkler
Permit: Yes El No El # of Heads ENGINEERING: 2MMMIMMSEMM
Fire
Alarm
Permit-, Yes El NoEl WASTE WATEK-
CITY OF
kNFORD
FLORIDA
M-KMISM M
Issue Date
Parcel Number
Property Address
Subdivision Name
Legal Description
Owner
Contractor
Application Number
Description of Work
Construction Type
Occupancy Type
Flood Zone
Approved
January 16, 2019
2340 JTI'DOR ROSE DR
SANFORD, FL 332773
RYAN'HOMES
Building & Fire Prevention Division
P.O. Box 1788
Sanford, FL 32772-1788
BR 18-002793
B1,DG PERMIT - NEW CONST/ALTER
BUILDING OFFICIAL,
VOID ESSSIG NED B Y THE B UILL IAG OFFICIAL,
In accordance with this Certificate of Occupancy, all inspections for compliance with the 5t" Edition Florida Building Code 2014 for
occupancy and use have been performed and approved.
If the construction project was permitted and built under the owner/builder contractor exemption of lorida Statute 489,103.- refer to the state
statute regarding limitations on renting, lease or sale of this property.
IWIVVI - W-Tm
RYAN HOMES SFR-DETACHED
Address:
CTRIlt' PtRMFT
A Flnspection DescriEtion
ooter Slab Steel Bond
lectric Rouah
lectric Final
spection Description
mot Mechanical I ough
Mechanical Final
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lott 8Kei-isingtoriReserveSeagateDGRN Builder Name: RYAN HOMES
Street: 2340 TUDOR ROSE DRIVE Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9, Wall Types (21813 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4L1 161930 ft2
b. Frame - Wood, Adjacent R=1 1,0 322.00 ft'
1 Number of units, if multiple family 1 c. Frame - Wood, Exterior R=13,0 240.00 IF
4. Number of Bedrooms 5 d. N/A R= ft,
10. Ceiling Types (2753.0 scifL) Insulation Area
5, Is this a worst case? No a. Under Attic. (Vented) R=38,0 2364.00 ft'
6. Conditioned floor area above grade (ft') 2364 b. Knee Wall (Vented) R=19,0 389.00 ft'
Conditioned floor area below grade (ft') 0
c. N/A R= W
11. Ducts R ft'
7. Windows(279.3 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 474
a. U-Factor: Dbl, U=0.35 222.28 ft2
SHGC: SHGC=0.29
12. Cooling systems kBtu/1hr Efficiency
b. U-Factor Dbl, U=O 62 40.00 ft'
a. Central Unit 38.5 SEER:15.00
SHGC: SHGC=0,29
c. U-Factor: Dbl, U=0.32 12,00 ft'
SHGC: SHGC=0.25 13. Heating systems kBtulhr Efficiency
1, U-Factor: other (see details) 5.00 ft, a. Electric Heat Pump 38,0 HSPF:8,50
SHGC: other (see details)
Area Weighted Average Overhang Depth: 3.503 ft,
Area Weighted Average SHGC: 0.289 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2364.0 sclfL) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R-0.0 2034.00 ft' b. Conservation features
b. Floor Over Other Space R70.0 330.00 ft' None
c, N/A R= W 15. Credits Pstat
Glass/Floor Area: 0.118
Total Proposed Modified Loads: 70.34 PASS
Total Baseline Loads: 71.38
I hereby certify that the plans and specifications covered by Review of the plans and 11E S T4
4_
0
this calculation are in compliance wiVthe Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code,
PREPARED BY: - ------ Before construction is completed
DATE: ... . ...... _.___6A-1,8__.,aaott Pratt this building will be inspected for
compliance with Section 553.908
I hereby certify that this buildpa's designed, is in compliance
Florida Statutes,
with the Florida Energy C vwmnvr
L L-1
It
OWNER/AGENT: BUILDING OFFICIAL:
DATE: - -- - -------------- DATE: - ------- -
Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1 .2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house.
6/4/2018 11:48 AM EnergyGauge@ USA - FlaRes2017 Section R405.41 Compliant Software Page 1 of 5
THIS INSTRUMENT PREPARED BY:
Name; N VR Inc. dba Ryan Homes
Address: 4307 Vineland Rd Suite H-20
Orlando FL 32811
Permit Number: 18-2793
Parcel IS Number: 17-20-31-5VC-0000-01 80
The undersigned hereby gives notice that improvement will be made to certain veal 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# 18of Kensington Reserve 2340 Tudor Rose Drive
2. GENERAL DESCRIPTION OF IMPROVEMENT:
I 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 R Horp es- 4307 Vineland Rd Suite H-20 Orlando FL 32811
Interest in property:
Fee5imple 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
5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA
Amount of Bond:
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:-2ana Mitchell ..,--Phone Number._ 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8, In addition, Owner designates of
to receive a copy of the Llenor'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)
AARNLN9- TQ 0 N R,' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF 11 iE NOTICE OF COMMENCEMENT AREWL—
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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
Sign;• ass (Print Name and Promde $ignalWs TvUe/Office) 4
A"
State of Florid a- County of Gran
The foregoing instrument was acknowledged before me this day of -0 18
by Davna MttCheii Who is personally known to me IX OR
Name of pe,w-,*mq statement
who has produced Identification 0 type of Identification produced:
TRACT` LEIGH MC-DONALD
q. F"
MY COMMISSION tt FF925012
EXPIRES October OF). 20 19 Notary Signature
e ...... ....
s.
NO
3
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
1(7
Date:— 01W
Project Name: Kensington Reserve Project Address
Building Permit — 2_7 91'3___ Electrical Pert -nit #.
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. This Tug/Pre-power application is valid only for one -and two-family dwellings,
2. The facility will not be occupied until a certificate of occupancy has been issued,
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, fit, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise 07 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 license(] 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 Homesr_yc'" r""
Print Name of w panttName
t v1 r 0 '11,111tSignaturefenant
JURISDICTION EMPLOYEE NAME:
wassuffafflum
Scott James Faber - Ryan Homes
I
P - rmt —Name of ". Mntor
Signature f jet ontractor
CGC151715
I
Gen. Contractor License
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
ECO003096
El. Contractor License
CALLED INTO: o Progress Energy a Florida Power and Light on
Rev. 02/10/15)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Aj Application No:
Documented Construction Value: $ 4W4 3141_lqcl,llo
Job Address: 2340 Tudor Rose Drive Historic District: Yes [I No [A
Parcel 11): 17-20-31-5VC-0000-0180 Residential N CommercialEl
Type of Work: New N Addition El Alteration 1:1 Repair El Demo El Change Of tTSe [:] MoVeE]
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name __NyRLN_C_Rya_n FtQnje_,5_ Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Name __NVRjrjc ,dba Ryan Flumes
Street: 4307 Vineland Rd # H-20
0
Phone: 407-692-9820_______
Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL
Bonding Company:
L1111111111=111
0
E-mail:
Mortgage Lender:
Address:
brian@abdesigngroup.com
UR
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 TIIE JOB SITE BEFORETIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WFIJI Y017R 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 ot'a permit and that all work will be performed to meet standards of all laws rcgulati ng construction
in this jurisdiction. I understand that a separate permit nvust 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 ('ode
Revised: Rine 30, 20 15 Permit Application
id
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 t.aw, IS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/15/2018 6/15/2018
Signature of Own° lit Date Signature of ntract,` en Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
6/15/20186/15/2018 Signature
ofNotary-State off-lorida Date Signature ofNotary-State of lorida Date MEAGAN
tYtdNE FOWLER My ComimtSSION # GG 063253 MY
COMMISSION # GG (it 53 a EXPIRESC1Ucalrf 17,0' hriR
S: January 97, 2421 sntik Th!u Budget Notary SowOrx Budget
Notary S11y V1 Owner/
Agent is _X_ Personally Known to Me or Contractor/Agent is _X Personally Known to Me or Produced
ID __ -- Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical [ " Mechanical ® Plumbing® Gas[] Roof Construction '
Type: Occupancy Use: z Flood Zone: Total
Sq Ft of Bldg: t Mine Occupancy Load: I # of Stories: New
Construction: Electric - If of Amps Fire
Sprinkler Permit: Yes [] No Y # of I leads APPROVALS:
ZONING LNGINEt-,'
RING : 1Q. ~ hIRI k
t construct single family home COMMENTS: with
setbacks and impervious ioarea shown
on plan. t t, r <.
I
s ;,vak 3
s...,
Cit !
w7 Plumbing
m # of Fixtures Fire
Alarm Permit: Yes[] No WASTE
WATF'R: BUILDING:
ReN
ised: June 36, 20i5 Permit Application
CITY OF
S.,kNFORD
BUILDING DIVISION
PLAN REVIEW COMMENTS
Application Number: 18-2793 Date: 08/08/2018
Project Description: New SM Contact Name: Tracy McDonald
Contact Email: t_iriiiedooiia((a&)iiN iriiiic.coi--nJobAddress: 2340 Tudor Rose Dr
This is a general overview for code compliance in accordance with the inininiurn plan review required by the Florida Building Code. It is not I)
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original subinittal --- changes in letter form are not permitted. All references to 1`13C Chapter I are as
amended by City of'Sanford ordinance viewable on our website at wvv,.sanI`6rdl1,i2,ov,. Provide two copies a affected Van sheets andlor
supplemental in ormation as re2uestert Permnit submittals will t be accgited without two codes.
I . The truss layout on the plans contains different trusses and truss ids than the truss engineering package/truss manufacturer layout.
Please verify all trusses and revise either the plan page or the truss engineering package. Both the plans and truss engineering
package/layout must match each other. Z
FBC 107
2, The garage is a 2-car garage. At least 2 GFCI all-purpose receptacles are required in the garage.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any ofthe adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the laps examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival.
Respectfully,
Steve Fiorey, CB0
Deputy Building Official
ti
RIX:
G DIVISION
PLAN REVIEW COMMENTS
Application Number: 18-2793 Date: 08/08/2018
Project Description: New SFR Contact Name: Tracy McDonald
Job Address: 2340 Tudor Rose Dr Contact Email: trmcdona(Wtivrinc.com
I'lus is a general overview for code compliance in accordance with the minimum plan rcvieNk required by the Florida Building Code. It is riot a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. ('flanges to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All referenccs to FBC Chapter I are as
amended by City ot'Sanford ordinance viewable on our website at GNww,sanfqrdfl.gov. Provide two copiesHfojrectedplait sheets andlor I
be accepted without two co, ries. W=
111-1-m- _005 I .
The truss layout on the plans contains different trusses and truss ids than the truss engineering package/truss manufacturer layout. Please
verify all trusses and revise either the plan page or the truss engineering package. Both the plans and truss engineering package/
layout must match each other. FBC
107 2,
The garage is a 2-car garage. At least 2 GFCI all-purpose receptacles are required in the garage. FBC
107 Any
error or omission in this plan review shall riot be construed to grant approval of any I violation ol'any of the adopted codes or municipal ordinances
ofthis Jurisdiction. Cs
lee rneetin s with the tans exaxrrirter to discuss eormneszts will rec uire an a oirrtrnent arran ed b hone or erraail ?rior to arrivals Respect
I'll I IN,% Steve
Fiorcy, ('110 I)
CPUtV Building Official
CITY OF *
SANFORIBUILDING & FIRE PREVENTIO
PERMIT APPLICATIO
Application No:
Documented Construction Value: $ 85,926
Job Address: 2340 Tudor Rose Drive Historic District: Yes [I No [A
Parcel ID: 17-20-31-5VC-0000-0180 Residential N CommercialE]
Type of Work: New [A Addition 11 Alteration 11 Repair El DemoEl Change of Use E1 MoveE] Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name —
NYR-tRC HomePhone: 407-692-9831 dba %Lan _$ Street: 4307
Vineland Rd #H20 Resident of property? City, State
Zip: Orlando FL 32811 Contractor Information
Name NVR.
Inc. dba Rvan Homes Phone: 407-692-9820 Street. 4307
Vineland Rd # H-20 Fax: 407-692-9821 City, State
Zip: Orlando FL 32811 State License No.: CBC1257565 Arch itect/
E ngi nee r Information Name: AB
Design Phone: 407-774-6078 Street: 1441
N Ronald Reagan Blvd Fax: City, St,
Zip: Longwood FL E-mail: _brian@abdesigngroup.com Bonding Company:
N/A Mortgage Lender: —
N/A Address: Address:
WARNING TOO
ER: 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 rneet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/15/2018 6/15/2018
Signature t Signature of ntrac / en DateSignatureofOwnWeDate
Tracy McDonald Tracy McDonald
Print Owner/Agent's Narne Print Contractor/Agent's Name
6/15/2018 6_1_ 6/15/2018
Signature of Notary -State of Florida Date
i,Ay P/*, MEAGAN LYNNE FOWLER
My COMMISSION # GG 063253
Januaryl7,2021
eoF FvV
EXPIRES:
Bonded Thru Budget No" Services
Owner/Agent is _X_ Personally Known to Me or
Produced ID _ Type of ID
Signature of Notary -State of Florida Date
MEAGAN LYNNE FOWLER
My COMMISSION # (3G 063253
EXPIRES: January 17,2021
1Mlz)
6ondLd Thru Budget Notafysewlce$
Contractor/Agent is __X_ Personally Known to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 0 Electrical [] Mechanical [] Plumbing[] Gas[] Roof[]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:_
New Construction: Electric - # of Amps Plumbing ® # of Fixtures
Fire Sprinkler Permit: YesE] No [] # of Heads ____ Fire Alarm Permit: YesE] NO]
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTEWATER:
liftiffnUalm
Revised: June 30, 2015 Permit Application
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: trmcdonaCa)nvrinc.com
Property Address: 2340 Tudor Rose Drive
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0180
Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc,com
The reason for the flood plain determination is:
New structure ] Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
777 77 7 7 7-77-7,77", 777-77-7— 7-77 — . —,,7777777 7777 7 77 7 77 7 7 "77-7777777
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
El The parcel is in the: El floodplain Elfloodway
A portion of the parcel is in the: 0 floodplain 0 floodway
The parcel is not in the: [Wfloodplain Ofloodway
El The structure is in the: Ofloodplain E]floodway
El The structure is not in the: 0 floodplain 0 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# 18-2793
Reviewed by: Michael Cash, CFM Date: June 25, 2018
LEANIAL!,
of-Way Use IWalkwayIncludingRight
www,sanfordfl,gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407,688.5140 Fax: 407.688F.5141=*
L+.
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 KWW what's 1111101110VIL
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call Will you dig,
1. Project Locatior-YAddress: 2340 Tudor Rose Drive, Sanford, FL 32773
2, Proposed Activity: X Driveway Walkway El Other:
3, Schedule of Work: Start Date Completion Date Emergency Repairs
4, Brief Description of Work: Construction of New Single Family Home
This application is subm
Property Owner.
Signature:
Address: 43707 Vi a F
IPhone: (407) 692-948 1
Print Name: Tracy McDonald
Orlando, FL 32811
Fax: Email: trmcdona@nvrinc.com Data: 06/15/2018
The Requester, 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. Requester may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requester 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 Requester's expense and, if necessary, file a lien on the
Requester's properly to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councipersons, 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.
Jill 11111! i1111 I 111a 1283=1111• Signature: /'- - ,
1Date:
06/
15/2018 Pre -pour
Inspection by: Application No:
Reviewed: Public
Works
Utilities Approved:
Engineering
Site
Inspected
by: Special Permit
Conditions: This permit
shall be posted on the site during construction. A Of
Use
Only Fee: Date:
Date:
Date:
Date:
Date: _
fz
6_5_ NM November
2015
NOW Use Driveway pdf
SCPA Parcel View: 17-20-31-5VC-0000-0180
PrqpijLjy__!3pt qg11d Card,
Parcel: 4% Pro c;l Address: .., , ',.' . ! r 5. . z Sri' „ZL). t l .: t? ie s ecrary r; urea F Y
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-0184
Owner(s) BRISSON WEST PROJECT I LLG
Property Address 2340 TUDOE ROSE DR SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name riFNS ,"7 'v r. C; F- .
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL_
Exemptions
Valuation Method
Number of Buildings
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market)
Land Value Ag
al —
Portability Adj
2018 Working
Values
Cost/Market
0
67,000
67,000
2017 Certified
Values
Cost/Market
0
14,000
14,000
Save Our Homes Adj $0 0
Amendment 1 Adj $0 0
P&G Adj $0 0
Assessed Value $67,000 14,000
Tax Amount without SOH: $266.58
266,58
Save Our Homes Savings: $0,00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 18
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67,000 0 67,000
County Bonds 67,000 0 67,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http:llparceidetaii.scpafi.orgJParceiDetailinfo.aspx?PID=1720315VC00000180 112
SQ.FT. CALC.S
15T. FLR LMW-- 2034 5a, FT.
BONU5 ROOM 330 5Q. FT,
TOTAL LIVING- 23k,4 Q, FT.
GARAGE 429 50FT, ENTRY
30 5a FT, LANAI
as ca. FT. TOTAL
2911 eQ- FT., EXMRJOR
MA5ONRT N52nL FRJOR TO DR`ynUUL4LL U14LL
5a. PE<-A4T5 N5TALLATION ON ALL FR.4MW 2'-O'
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4 28AI/ -30,S 25-544
4 28AII -30,9 40 m
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TYPE 11 D. CATEGORY C
NOTE; VALLES FOR
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TO JSE tLLTIPLIED 5Y 0-6 TO MET THE ALLOUL45LE
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LIMITED POWER OF ATTORtNEY
A- 1tanxonte Springs, C:asselberry, drake Mary, -[,,one ood, Sanford,
Seminole County, Winter Springs
Date: ----- -- -- - -----
I ,hereby name and appoint: _Tracy McDor2a)
an agent of'.- NVR Inc., dba Ryan Hornes
dame of Coz 2pany)
to be my lawful attorney -in -fact to act for me to amply for, receipt for, sign for and do all things
necessary to this appointment for (cheek only one option):
11 The specific permit a zd applic, 1-1forwork located at: Street
Address) Expiration
Date for This Limited Power of attorney:__-____ May 20,2018 License
Holder Name: Robert Lattanzi State
License Number: Signature
ofLicense LI STATE OFFLORIDA
COUNTY OF Grange_
The foregoing instrument
was acknowledged before me this 'day ofj , 200 -1$ by
Robert Lattanzi _ who is xi& tt OF who
has produced as identification and who
did (didnot) take an oath. — -- Notary Seal) 2 eG
MEAGAN LYNNE
FOWLER MY COMMISSION ft GG
063253 EXPIRES: January 17, 2021
r >F Bonded Thru
Budget Notary cWs Rev. 08. 12) Signature
W- Print or
type
name
Notary Public - State of
C;olnmission No. i'
v1y cornitnission Expires:
BP200I03 CITY OF SANFORD 6/21/18
Application Inquiry - Fees 07:53:11
Application number: 18 00002793
Property . . . . : 2340 TUDOR ROSE DR
Fee
Class/Type/Description Trans amt
AF 01-APPLCTN FEE -BUILDING 25.00
BR 01-BLDG PLAN REVIEW 225.00
Amt due Struct Permit Insp
25.00
225.00
Credit fees due: .00
Revenue fees due: 250.00
Total due: 250.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel FlO=Amt billed
SANFORD
LIfST0MER RECElff,TOper: BLANTOND T
Date, 01OCU
P'raweT: I
Celpt no1 4,5,v4e"q NUffiber
279-
i 2340
TUDGR RBE Dk' S
AN F 0 R D F 3 Cr,
BUILDIN6 PERMIT RECEIPTS Tender
detail CK
CHECK Total
tendered Tota.,
uysent ITAns
date; 6/o,/18 Ll, 198263
@8 00
TIMe:
7:56:09
t
FORM R405-2017
FLORIDA1 1 BUILDING 1
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl8KensingtonReserveSeagateDGRN Builder Name: RYAN HOMES-
Street: 2340 TUDOR ROSE DRIVE Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number: 8 - 2 9
Owner: Jurisdiction: 10
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 }
1. New construction or existing New (From Plans) 9. Wall Types (2181.3 sgft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1619,30 ft2
b. Frame - Wood, Adjacent R=11.0 322.00 ft2
3. Number of units, if multiple family 1 c. France - Wood, Exterior R=13.0 240,00 fP
4. Number of Bedrooms 5 d. N/A R= ft2
10. Ceiling Types (2753.0 sgft.) Insulation Area
5. is this a worst case? No a. Under Attic (Vented) R=38.0 2364.00 ft2
6. Conditioned floor area above grade (ft2) 2364 b. Knee Wall (Vented) R=19.0 389.00 ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(279.3 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 474
a. U-Factor: Dbl, U=0.35 222,28 ft2
SHGC: SHGC=0.29
b. U-Factor: Dal, U=0.62 40.00 ft2 12. Cooling systems kBtulhr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dal, U=0.32 12.00 ft2
SHGC: SHGC=0.25 13. Heating systems kBtulhr Efficiency
d. U-Factor; other (see details) 5.00 ft2 a. Electric Heat Pump 38-0 lISPF:8.50
SHGC: other (see details)
Area Weighted Average Overhang Depth: 3,503 ft.
Area Weighted Average SHGC: 0,289 14. Hot water systems
8. Floor Types (2364.0 sgft.) Insulation Area
a. Electric Cap: 50 gallons
F_F: 0.950
a. Slab -On -Grade Edge Insulation R=QO 2034.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 330.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.118
Total Proposed Modified Loads: 70.34
PASSTotalBaselineLoads: 71.38
I hereby certify that the plans and specifications covered by Review of the plans and V I 11E Sr
this calculation are in compliance wi
a
the Florida Energy specifications covered by this
Code. calculation indicates compliance,,r
with the Florida Energy Code. "Q111PREP,
e °
PREPARED BY:
0-4-1.8__-Ccott_Pratt -- -
Before construction is completed
it
this building will be inspected for f)
compliance with Section 553,908
I hereby certify that this buildin as designed, is in compliance Florida Statutes. 'Ps
with the Florida Energy C 01) v
OWNER/AGENT:--- BUILDING OFFICIAL
DATE: ____L4Lt 18_ _ -- _-_ ___- __ _ DATE: -------- dit _ _
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403,3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402,4.1,1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSURESNETIICC 380, is not greater than 0.060 Qn for whole house.
6l4(2018 11:48 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot! 8 Kensington ReserveSea Bedrooms: 5 Address Type, Street Address
Building Type: User Conditioned Area: 2364 Lot # 18
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
It of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2340 TUDOR ROSE D
Permit Office: SANFORD Cross Ventilation* No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Tome
Design Location TMY Site 97,5% 2,5% Winter Summer Degree Days Moisture Range
FL, Orlando FLORLANDOINTL-_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
Blockl 2364 21556.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1 st Floor 2034 18916.2 Yes 5 4 1 Yes Yes Yes
2 2nd Floor 330 2640 No 1 1 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R Value Area Joist R-Value Tile od Carpet
I Slab -On -Grade Edee Insulatio 1st Floor 173,5 It 0 2034 ft2 0.35 0 0.65
2 Floor Over Other Space 2nd Floor ---- ---- 330 ft' 0,35 0 0.65
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck
Tested Insul.
Pitch
Type Materials Area Area Color Absor. Tested deg)
I Gable or Shed Composition shingles 2237 ft' 466 fie Medium 0.85 N 0.85 No 0 24.6
ATTIC
141 Type Ventilation Vent Ratio (1 in) Area RBS IRCC
I Full attic Vented 300 2034 ft' N N
61'4/2018 11:48 AM EnergyGauge@ USA - FlaRes2017 Section R405.4 .1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
f Ceiling Type - Space R-Value Ins T e Area Framing Frac Truss Type
1 Knee Wall Vented) 2nd Floor 19 6att 344 ft' 0.11 Woad
2 Knee Wall Vented) 1st Floor 19 Batt 45 ft' 0.11 Wood
3 Under Attic Vented) 2nd Floor 38 Blown 330 ft' 011 Wood
4 Under Attic Vented) 1 st Floor 38 Blown 2034 ft' 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Belot
Ornt_ To Wall- ype- ---
pace R-Value ____Ft_ In -Ft- try-- Area-- R7Value-Fraction-Absor Grade%,,
1 W Exterior Frame - Wood 2nd Floor 13 15 0 8 0 120.0 ft' 0 0.23 0.6 0
2 W Exterior Concrete Block - Int Insul 1st Floor 4.1 50 6 9 4 471.3 ft' 0 0 0.6 0
3 N Exterior Frame - Woad 2nd Floor 13 7 6 8 0 60.0 ft' 0 0.23 0.6 0
4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0
5 E Exterior Concrete Block - Ent Insul 1st Floor 4.1 56 0 9 4 522.7 ft' 0 0 0.6 0
6 S Exterior Frame -Wood 2nd Floor 13 7 6 8 0 60,0 ft' 0 0,23 0.6 G
7 S Exterior Concrete Block - Int Insul 1st Floor 4.1 29 0 9 4 270.7 ft' 0 0 0.6 0
8 Garage Frame - Wood 1 st Floor 11 34 6 9 4 3220 ft2 0 0.23 0.3 0
9
10
E Exterior Concrete Black - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0
S Exterior Concrete Block - Int Insul 1st Floor 4A 11 0 9 4 102.7 ft' 0 0 0.6 0
DOORS
f Ornt Door Type Space Storms U-Value Width Height Area
Ft n Ft I
1 N Insulated 1st Floor None 25 3 8 24 ft'
2 Wood 1st Floor None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Pro osed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Vinyl Law-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5
2 W 2 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None
3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
4 N 3 Vinyl Low-E Double Yes 0.32 0.25 N 12.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None
5 N Lf Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
6 E 5 Vinyl Low-E Double Yes 0,35 0.29 N 48.6 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
7 S 7 Vinyl Law-E Double Yes 0.35 0,29 N 64.8 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 E 9 Vinyl Law-E Double Yes 0.62 0.29 N 40.0 ft' 12 ft 0 in 0 ft 2 in None Exterior 5
9 S 10 Vinyl Low-E Double Yes 0,35 0,29 N 324 ft' 9 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5
10 E 5 Vinyl Low-E Double Yes 0.35 0.29 N 6.9 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
6-'`4f2018 11:48 AM EnergyGaugeO, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area 9_._ _. Height Exposed Wall InsulationFxpo..._-- ....._sed Wall Perimeter -- _ Avg. tfl(afI Heit - -
1 429 ftz 429 ft' 48 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000406 2514.9 138.06 259.65 .3645 7
HEATING SYSTEM
Y Yp ___ YP— envy Capacity ------ Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 38 kl3tufhr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity _._ __AIr Flow SHR Block Ducts
1 Central Unit, Split SEER: '15 38.5 kBtu=/hr 0 cfm 0,75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use - SetPnt ConSen ation
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 FEF
None None fP
DUCTS
Supply -- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 474 ft2 Attu: 118,5 ft Proposed On 1st Floor -- cfm 141.8 cfm Oi 06 0,60 1 1
6/4/2018 11:48 AM EnergyGauge'rz USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Cooling [[ Jan
Heating [X Jan
Feb
Feb
j Mar
X] Mar
Apr
Apr
May
May
X] Junr ]Jun
X Jul
Juf
X Aug
Aug
X Sep
Sep
Oct
Oct
NovEX Nov
Nov
Dec
DecXjDec
Venting[l JJJ Jan l ! Feb X] Mar Apr may J Jun Jul Aug Sep xJ Oct llX
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM
PM
78
80
78
80
78
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
PM
66
68
66
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614,/2018 11:48 AM EnergyGauge 0, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
2340 TUDOR ROSE DRIVE, SANFORD, FL, 32773
1. New construction or existing
2. Single family Of multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. is this a worst case?
6. Conditioned floor area (ft2)
7, 'Nindows- Description
n. U - Factor: Del, U=0.35
SHGC: SHGC=0.29
b, U-Factor: Dbl, 1_1=0.62
SHGC: SHGC=0,29
c, U-Factor: Dbl, U=0.32
SHGC: SHGC=0.25
d. U-Factor: other (see details)
SHGC: other (see details)
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9, Wall Types
a. Concrete Block - Int Insul, Exterior
Single-family b. Frame - Wood, Adjacent
I c. Frame - Wood, Exterior
5
d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2364 b. Knee Wall (Vented)
c. N/A
Area
11. Ducts
222.28 ft' a. Sup: Attic, Ret: Attic, AH: 1st Floor
40.00 ft2
12. Cooling systems
12.00 ft2 a, Central Unit
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b, Floor Over Other Space R=0,0
c. N/A R=
5.00 ft'
13. Heating systems
a. Electric Heat Pump
3,503 ft.
0.289
Area 14. Hot water systems
2034.00 ft' a. Electric
330.00 ft'
b. Conservation features
ft2
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Obprwise, a new EPL Display Card will be completed
based on installed Code corfipJ ant I, tdres.
Builder Signature:
Address of New Home: 2,AP 1\jN'Rose Drive
Date: 6/4/2018
City/FL Zip: 32773
Insulation Area
R=4.1 1619.30 ft'
R=1 1.0 322.00 ft2
R=1 3.0 240.00 ft'
R= ft,
Insulation Area
R=38.0 2364.00 It'
R=1 9.0 389.00 ft'
R= ft2
R ft'
6 474
kBtu/h, Efficiency
38.5 SEER:15.00
kBtLj/'hr Efficiency
38,0 FISPF:8.50
Cap: 50 gallons
EF: 0,95
Pstat
JliE S'P4
0
n MI
96r) wE IV71; ;
0l
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech Support at
techSLIpport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff,
Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT,
6/4/2018 11:48 AM EnergyGauge(0 USA - RaRes2017 - Section R405,4.1 Compliant Software Page 1 of 1
MGM=
ADDRESS: 2340 TUDOR ROSE DRIVE Permit Number:
SANFORD, FL, 32773
i 1:111111pgol
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL I
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 of shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate, code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402,4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation 11 he components of the building thermal envelope as listed in Table R402.4.11 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402A. 1. 1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1,2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones I and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures,
2. Dampers ;including exhaust, intake, makeup air, backdraft and fine dampers shall be closed, but not sealed beyond
intended infiltration control Measures.
1 Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed,
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagckNindows, 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 cfm per square foot (2.6 Lis/m2), when tested according to NFRC 400 or
AAMA/WDylA/CSA 101 /1-S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer,
Exception: Site -built windows, skylights and doors,
6/4,12018 11:48 AM EnergyGauge USA - FIaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
R402.4,4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1,2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fu lly 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.
amumm
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4,2 and Section R1 006 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 lurninaires shall beIC-rated and labeled as having an air leakage rate not
more than 2.0 cffn (0.944 L/s) 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.
ERMENNIOMM
R403.1 .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2,9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design as -flow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0,1 inch w.g. (25 Rd) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403,3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory), Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below WE (1 YC) 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.
R4015A 2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515A or UL 515, Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
6/4/2018 11:48 AM EnergyGauge& USA - RaRes2017 - FBC gin Edition (2017) Complian Page 2 of 5
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 beat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 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 1 00'F to 140°F (38'C to 60'C).
R4015,6,11.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power Supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off,
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall rneet 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 it,, accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403,6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan officacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6,1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make -Lip 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 a" 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 of greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMUV
CFM)
Range hoods Any 2.8 ofm/watt Any
In -line fan Any 2.8 cfirn/watt Any
Bathroom, utility room 10 1A cfmiwatt 90
Bathroom, utility i : 90 I 2.8 cfm/watt Any
For SI: 1 cfm = 28,3 L/min. a. When tested in accordance with HVI Standard 916
6/4/2018 11:48 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS ® (Continued)
R403.7.1,1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7,1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps, Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7,1 .1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load,
R403,7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1 .
R403.7.1.2.3 Fossil fuel heating equipment. 'The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section 13403,71,
R403.7,1 .3 Extra capacity required for special occasions. Residences requiringuiring 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:
I. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403,9 Snow melt and ice system controls (Mandatory) Snow- andice-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 (1 O'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C),
R403,10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10,5.
R403,10.1 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.
R403.1 0.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation,
R403,10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required,
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil --fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 1, 6, 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.
6/4/2018 11:48 AM EnergyGaugeQD USA - RaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10,5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard,
R403,11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14
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.
6/4/2018 11:48 AM EnergyGaugeQD USA - FlaRes2017 - FBC 6th Edition (2017) ComPlia Page 5 of 5
FORM R405-2017
211131111
11111ip111111!! 111111
11
1
111111 11111 1 11111 111111 111111 Pill•
Applications for compliance with the 2CUL•
residential Simulated Performance Method shall include:
El This checklist
0 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 pages1may be greater).
El Energy Performance Level (EPL) Display Card (one page)
El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
El Mandatory Requirements (five pages)
El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402,4.1.1 -
one page)
El A completed Envelope Leakage Test Report (usually one page)
1:1 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
614i2018 11:44:49 AM
EnergyGauge@ - USRCSB v6,0
Page 1 of 1
For: RYANHOk1EG
outdoor design DB: B2-5°F Sensible gain: 28005 Btuh Entering coil DB: 75,6pF
Outdoor design YVB: 78.2°F Latent gain: 5628 FUuh Entering coil VVB: 62 9°1`
Indoor design DB: 75.O"F Total gain: 33694 8tuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Equipment type'. SplitASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1283 ukn
Sensible capacity: 30891 Btuh
Latent capacity: 6615 8tuh
Total capacity: 37508 BtUh
Model: GSZ140421K+ASPT47D14A
M0%ofload
118%ofload
111%of load SHR: 82%
Outdoor design DB: 42.3"F Heat loss: 27201 Btuh
Indoor deuignD8: 70.00F
Equipment type: Split ASH P
K4anif actunar: Goodman Mfg. Model: BSZ140421K+ASPT47D14A
Actual airflow: 1283 of
Output capacity: 8800 Btuh 140% of load
Supplemental heat required: O LDuh
Backup equipment type: Becatrip
Manufacturer: Model:
Actual airflow: 1283 c|m
Output capacity: 7.6 IkW 95% of load Temp. rise: 50 OF
Meets all requirements ofAOCAManual S. Entering
coil DB: 68 8r1` Capacity
balance: 34 "F Economic
balance: -99 'F zmo,
m`,: n
m"*mun*nmmuom,o o/nncue o piago` agat000nmux,
anmi,/ig*"n(,sm.oSooamoanw,mp Ca c~wuo House faces: w
Component tiiiG l Ct
Job; LotlSKensington Reserv... trl
Date;
09-12-11 Entire
House By; VENT DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 107-333-3853 Web: WWW.DEL-AI7.COM f.
v s h Construction
descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Walls
12C-
Osw: Frm wall, stucco ext, r-13 cav ins, 1f2" gypsum board int nsh.
2"x4" wood frm, 16" o.c. stud 13A-
2oes:13A-2ocs 1613-
19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum
board int fnsh Partitions
12C-
0sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh,
2"x4" wood frm, 16" o.c. stud n
48 0.091 13.0 2.52 121 2.85 137 s
60 0.091 13,0 2.52 151 2,85 1'1 w
105 0,091 13.0 2.52 264 2.85 298 all
213 0.091 13.0 2.52 536 2.85 606 n
119 0201 4.1 5.57 661 5,29 628 e
494 0201 4.1 5,57 2750 5.29 2615 s
276 0.201 4.1 5,57 1538 5.29 1462 w
450 0.201 4.1 5,57 2506 5.29 2383 all
1339 0201 4.1 5,57 7455 5.29 7089 n
112 0.049 19.0 1,36 152 2.66 298 n
93 0.049 19.0 1.36 126 M6 248 e
120 M49 19.0 1.36 163 2.66 320 e
108 0,049 19.0 1.36 147 2,66 288 s
112 0.049 19.0 1.36 152 2.66 298 s
48 0.049 19.0 1.36 65 2.66 128 all
593 M49 19,0 1.36 805 2.66 1579 304
0.091 13.0 2.52 767 1.76 536 Windows
2B-
2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 12 0.320 0 8,86 106 9.33 112 1/
4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 50% drapes, medium; 'I ft
overhang (2 ft window ht, 1.17 ft sep.); 6,67 ft head ht 2a.-
2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 39 0.350 0 9.69 374 10.5 403 1/
4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft
overhang (6.25 ft window ht, 4 ft sep.); 6,67 ft head ht 2A-
2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e 7 0,350 0 9,69 67 29.0 199 1/
4" gap, 1/8" thk; NFRC rated (SFfGC=0.29); 50% drapes, medium, 1 ft
overhang (3,17 ft window ht, 4 ft sep.); 6,67 ft head ht 6
0_ wrightsoft, 2e18-Jun-04 11:33:57 T
w ,„,,
R'ght eQ Universal 2018 i8 6.13 RSU23G2 Page 'f 4spe ...
agateDGRNVtotlBKensiig nResc..veSeagateDGRN.run Callc=hMJ8 Housefaces: N
2A-2orri: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, 0 49 0.350 0 9,69 471 29.0 1406
114" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, rnediurn: 1 s 65 0.350 0 9.69 628 11.5 747
ft overhang (5.25 ft window ht, 4 ft sep.); 6.67 ft head ht w 16 0.350 0 9,69 157 29.0 469
all 130 0.350 0 9,69 1256 20.2 2622
2A-2omd: 2 glazing, C11- 10W-e Mir, air gas, mtl no brk frm mat, cir innr, e 48 0.620 0 17.2 824 16.9 812
14' gap, 1/8" thk; NFRC rated (SHGC=0.29): 12 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, ch, innr, s 32 0.350 0 9,69 314 10.5 339
1/4" gap, 1/8" thk; NFRC rated (SIIGC=0.29); 50% drapes, medium; 9
ft overhang (5.25 ft window ht, 4 ft sep.), 6.67 ft head ht
2A-2om: 2 glazing, ch- low-e outr, air gas, mtl no brk frm mat, cir mar, w 15 0350 0 9.69 148 29.0 442
1/4" gap, 1/8" thk; NFRC rated (SI-IGC=0,29), 50% drapes, medium; I
ft overhang (5,08 ft window ht, 0,83 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cIr low-e outr, air gas, hall no brk trm mat, ch, innr, w 5 0.340 0 9.42 47 30-4 152
114" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
f", overhang (1.25 ft window ht, 1,17 ft sep.); 6.67 ft head ht
Doors
11JO: Door, mtl fbrgi type n 20 0.600 M 16,6 334 18,5 372
11 DO: Door, wd so type n 18 0.390 0 10.8 192 12.0 214
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 2327 0,026 3&0 0.72 1676 1.41 3288
gypsum board int fnsh
Floors
22A-tpl: Fag floor, I i ght dry soil, on grade depth 174 0.989 0 27.4 4753 0 0
2018-Jun-04 11:33:57
41fj- Righ[-Suite,91 Universal 2018 18,0.13 RSU23828 Page 2
wrightsoft'
agateDGRN ll-otl8Kens ngtonRe,,eveSeag-iteDGRN,rLIP Cac = MJ8 House faces: N
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
db 42 °F db 93 OF
uvw°e"
70 IF |nmidedb 75 °F
Inside"~'
28 ,F DeaignTO 18 IF
Daaign7U DailyM
Relative humidity 68 %
Moisture difference 46 UrJb
Heating Summary
Structure 24356 Btuh
Ducts 2846 Btuh
Central vent (0o[m) 0 Btuh
nonp)
Humidification 0 Btuh
Piping O Btuh
Equipment load 27201 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area ft2
r
Equiv. AVE (cfm)
Simplified
Average
Cooling202364
22672 22672
041 0.21
155 79
Structure 2466 BtUh
Ducts 3400 Btuh
Central vent (Onfm) O GDuh
none)
Blower 0 Btuh
Use manufacturer's data y
Ratu/swingmukigior
Equipment sensi
1 00
Structure 3661 Bluh
Ducts 1888 1
Central vent (Ocfm) 8 Btuh
none)
Equipment latent load 5629 Btuh
Equipment Total Load(Sen+Lag 33694 Btuh
Req. total capacity at 0.75 SHR 3.1 ton
Heating Equipment Summary Cooling Equipment Summa 2
Make
AN|TROL;AMANAD|8TL.
Make Goodman Mfg.
Trade Trade GOODMAN;JAN|TROL-1AMANA0STL.
Mode 1 Cond K
AHR|'ref 8242633 Coil ASPT47D14A
AHR|n 8242833
Efficiency
Heating input
Heating output
ri se
xnm flow
Air flow factor
Static pressure
Space thermostat
Caoaobyb anoep r=34"F
5HSPF
38000 Btuh 47"F
27
12 m
0 4 m h
O 40 in H20
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Saoc/o pressure
Load sensible heat ratio
1Z5EER,15SEER
28875 Btuh
9625 Btuh
38500 Btuh
1283 of
0.046 cfm0Btuh
8.40 in H23
0.83
Calculations approved by ACCA to meet | requirements of Manual J8thEd.
wrightsoft, Right-J@ Worksheet
Entire House
Job: Lotl Wen sing ton ReserveSe...
Date: 09-12-11
DEL -AIR HEATING & AIR
CONDITIONING
531t CODISGO WAY, SANFORD, FL 32771 Phone. 407-333-2665 F": 407-333-3853 Web: WWW.DEL-AIR.COM
1 Room name Entire House BDRM3
Exposedwall
9.6
246.5
ft
ft
9.3
13.5
ft
ft
heat/cool
0 Room fie,ght 1,0 x 186.0 ft
4 Room dimensions
2370.0 ft? 186.0 fil
5 Room area
Tv Construction U value Or HTM Area (it') Load Area (ft2) Laid,
number (BtufVW-'F) (BjUjj/ft2) mrimeterorperimeterit) or be ft) Btuh) (
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 VL12C-0sw 0,091 n 2.52 2.85 60 48 121 137 0 0 0 0
G 2B,2fM 0,320 n 8,86 9.33 12 0 106 112 0 0 0 0
Lf13A-
2ocs, 0-201 n 5.57 5.29 177 119 661 628 0 0 0 0
2A-2om 0.350 n 9.69 10.46 39 0 374 403 0 0 0 0
1 D ilio 0.600 n 16.62 18.51 20 20 334 372 0 0 0 0
w 16B-19ad 0.049 n 1.36 2.66 112 112 152 298 0 0 0 0
w 1613-19ad 0.049 n 1.36 2.66 93 93 126 248 0 0 0 0
13A-2ocs 0,201 e 5.57 5.29 597 494 2750 2615 0 0 0 0
2A-2om 0.350 e 9.69 28.96 7 0 67 199 0 0 0 0
2A-2orr 0,350 e 9.69 28.961----GEC' 49 0 471 1406 0 0 0 0
2A-2omd 0.620 e 17,17 16.92 48 96 824 812 0 0 0
w 1613-19ad 0.049 e 1.36 2,66 120 120 163 320 0 0 0 0
w 1613-19ad 0.049 a 1,36 2,66 108 108 147 288 0 0 0 0
w 12C-Osw O. 091 a Z52 2.85 60 60 151 171 0 0 0 0
13A-2ocs 0.201 a 5,57 5.29 373 276 1538 1462 0 0 0 0
2A-2cm 0,350 s 9.69 11,54 65 35 628 747 0 0 0 0
2A-2.m 0.350 s 9.69 10,46 32 65 314 339 0 0 0 0
w 1613-19ad 0.049 a 1.36 2,66 112 112 152 298 0 0 0 0
1 6B-19ad 0,049 a 1.36 2.66 48 4 65 128 0 0 0 0
tw 12C-0sw 0.091 w 2,52 2.85
G 2A-2om 0,350 w 9,69 28.96
120
115
105
0
264
148
298
442
0
0
0
0
0
0
0
0
0.201 w 5.57 5.29 471 450 2506 2383 126 110 611 581
13A-2ocs
2A-2om 0,340 w 9,42 30.36 5 0 47 152 0 0 0 0
2A-2orn 0.350 w 9.69 28,96 16 0 157 469 16 0 157 469
R 0.091 - 2.52 1.76 322 304 767 536 131 131 329 230
L-D 11D0 0.390 n 10.80 12.03 18 18 192 2114 0 0 0 0
C 1613-38ad 0.026 0.72 1.41 2327 2327 1676 3288 63 63 45 89
F 22A-tpI 0M9 27.40 0.00 2048 174 4753 0 186 14 370 0
6 c) AED excursion 0 197
Envelope loss/gain 19653 18764 1513 1567
12 a1 Infiltration 4703 1522 242 78
p, Room ventilation 0 0 0 0
13 internal gains: Occupants @ 230 6 1380 0 0
Appliances/other 3000 01
Subtotal (lines 6 to 13) 24,356 24666 1755 1645
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 24356 24666 1755 1645
15 Duct loads 121% 14% 2846 3400 10% 1 0`41 175 165
Total roam 27201 28066 1930 1810
A,, urca 1283 1283 91 813 Calculations
8th Ed. 2018-
Jun-04 11:33:57 Rrght-
Suite,Ix Universal 2018 18.013 RS1123828 Page 1 gateDORN\Lot181<
etising!onRos(,,i,jeSeRgateDGF2N.rLiD Calc -- MJ8 House faces N
wrightsoft"' Right-J@ Worksheet
Entire House
Job: Lotl 8 Ken sing ton ReserveSe..,
Date: 09-12-11
DEL -AIR HEATING & AIR
CONDITIONING
53? CODISCO WAY, SANFORD, FL. 32771 Phone: 407-333-2665 F ,,: 407-333-3853 Wm WWW,DEL-A!R,COM
I Room name MWIC MWC
2 Exposed wall
9.4
5,5
it
ft
heat"cool 9,3
5.0
ft
ft
heat/cool
3 Room height
1'X0 7 3.5 ft 4.0 x 5.0 ft4Roomdimensions
73.5 ff2 20.0 ft2
5 Room area
Ty Construction U-value Or FiTM Area (ft?'1 Load Area (ft2) Load
number (BtuWftl--F) (BtuiVft') or perimeter ft) Btuh) or perimeter ft) Brun)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
10,091 n 2.52 2.85 2C-0sw VL-G 0
0 0 0 0 0 0 0 213-
2frn 0,320 n 8,86 9.33 0 0 0 0 0 0 0 0 13A
2ocs 0.201 n 5,57 5,29 0 0 0 0 0 0 0 0 2A-
2orn 0,350 n 9.69 10.46 T:Js 0
0 0 0 0 0 0 0 11
IWO 0,600 n 16.62 18.51 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 n 1,36 2.66 0 0 0 0 0 0 0 0 W
1613- 19ad 0,049 n 1.36 2.66 0 0 0 0 0 0 0 0 Vb13A-
2ocs 0.201 e 5,57 5,29 0 0 0 0 0 0 0 0 2A-
2om 0,350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A-
2orn 0,350 e 9.69 28-96 0 0 0 0 0 0 0 0 2A-
2omd 0,620 a 17.17 16.92 0 0 0 0 0 0 0 0 W
16B- I 9ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 IL213A-
2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0,350 s 9,69 11.54 0 0 0 0 0 0 0 0 2A-
2om 0,350 s 9.69 10.46 0 0 0 0 0 0 0 0 W
16B- 19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0 12C-
Osw DI w 2.52 2.85 M0 0 0 0 0 0 0 t--
G 2A-2orn 0 350 w 9- 69 28.96 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 w 5.57 5,29 51 51 286 272 47 47 260 247 2A-
2om 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 2A-
2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 R
12C-Osw 0.091 - 2,52 1.76 0 0 0 0 0 0 0 0 L-
D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-38ad 0- 026 0.72 1,41 7 7 5 10 18 18 13 25 F
22A-tpl 0,989 27.40 0.00 74 6 151 0 20 5 137 0 6
c) AED excursion 13 13 Envelope
loss"gain 442 269 410 260 12
a) infiltration 98 32 89 29 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 540 301 499 289 Less
external load 0 0 0 00 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 540 301 499 289 15
Duct loads 10% 10% 54 30 10% 10% 50 29 Total
room load 5941 331 549 318 Air
required (cfrn) 281 15 261 15 Calculations
J 8th Ed. 2018-
Jun-04 11:33:57 Right-
Suiteth) Universal 2018 18.0.13 RSU23828 Page 2 agateDGRN\
L-otl8Kensi,igtonReserveSeagate()GRN,rt,ip Cale = VJ8 House faces: N
wrightsaft' Right-J@ Worksheet
Entire House
Job: Lotl 8 Ken sing ton ReserveSe,..
Date: 09-12.11
By: VMT
531 CODISCO
1
2
3
4
5
DEL -AIR HEATING & AIR
CONDITIONING
WAY, SAN170RD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853
Room name
Exposed wall
Room height
Room dimensions
Room area
Ty Construction U-value 01 HTM
number (Btjlbh1-'F) Btu Vftl)
ilea', Cool
Web:
9.4
75.0
Area (ft2\
or perimeter
WWW,DEI..-AIR.COM
MBATH
5.0
ft
1.0 x
f12
ft)
it
heat/cool
75,0 It
Load
Btuh)
10.4
262.5
Area (ft-)
or perimeter
MBDRM
30.5
ft
1'0 x
fl?
ft!
it
heat/cool
262.5 ft
Load
Bt h)
Gross N/P/S Heat Cool Gross N'TiS Heat Cool
6 V 12C-0sw 0.091 n Z 52 2.85 0 0 0 0 0 0 0 0
28 -2frn 0.320 n 8.86 9,33 0 0 0 0 0 0 0 0
13A-2ocs 0,201 n 5,57 5.29 0 0 0 0 0 0 0 0
2A-tom 0.350 n R 69 10.46 0 0 0 0 0 0 0 0
j i1j0 0.600 n 16.62 18.51 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1,36 2.66 0 0 0 0 0 0 0 0
W 16B-'9ad M49 n 1.36 2.66 0 0 0 0 15 15 20 40
13A-2ocs 0,201 e 5.57 5,29 0 0 0 0 0 0 0 0
2A-2on, 0,350 e 9.69 26.96 0 0 0 0 0 0 0 01-G
2A-2om 0.350 o 9.69 28,96 0 0 0 0 0 0 0 0
2A-2omd 0,620 a 17.17 16.92 0 0 0 0 0 0 0 0
W 1613-19ad (1049 a 1,36 2,66 0 0 0 0 0 0 0 0
W 1613- 19ad 0,049 e 1.36 2.66 0 0 0 0 0 0 0 0
W 12C Osw 0,091 s 2.521 2.85 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 131 98 547 520
2A-2om 0.350 a 9,69 11,54 0 0 0 0 32 9 314 373
G 2A-2om 0.350 s 9.69 10,46 0 0 0 0 0 0 0 0
W 16B- I 9ad 0.049 s 1.36 2,66 0 0 0 0 0 0 0
W 1613-19ad 0.049 a 1.36 266 0 0 0 0 0 0 0 0
12C,Osw 0,091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
P-G
13A-2ocs 0,201 w 5.57 5.29 47 42 232 221 154 154 857 815
2A-2om 0,340 w 9.42 30.36 5 0 47 152 0 0 0 0
2A-2orn 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0
1 12C-Osw 0.091 - 2.52 1.76
L-D
0 0 0 0 0 0 0 0
11DO 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1,41 74 74 53 104 336 336 242 475
F 22A-tpl 0.989 27.40 0.00 75 5 137 0 263 31 836 0
6 c) AED excursion 64 3
Envelope loss/gain 469 541 2817 2221
12 a) infiltration 89 29 575 186
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants Ca 230 0 0 230
A plul iances/ol tier 0 1 0
Subtotal (lines 6 to 13) 559 570 3391 2637
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
i4 Subtotal 559 570 3391 26i7
15 Duct cads 10% 10% 56 57 10% 10% 339 264
Total room load 614 627 3730 2901
Air required (cfm) 29 29 176 133
Calculations 8th Ed,
2018-Jun-04 '.1 33:57
R ot-SuiteqD Universal 2018 18,0,13 RSU23828 Page 3
egat uDGR W Lot I SKers intan R eserveSeagateDGR N, rup Calc -- Mj8 House faces: N
wrightsoft' Right-J@ Worksheet
Entire House
Job: Lotl 8 Ken sing ton ReserveSe.
Date: 09-12-11
By: VMT
DEL -AIR HEATING & AIR
CONDITIONING
CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853Phone:531 Web: WWW,I)E[--AIR.COM
1 Room name
FAMILY/DINING LAUN
2 Ex ased wall 29.0
ft
it
heat/cool
0
ft
It
heat/cocl
3 Room height 10.0
1.0 x 647,1 it 7 0 6.0 ft
4 Roorr, dimensions
647.1 fF 420 ft2
5 Room area
Ty Construction U-valLIO Or LjTM Area (ft2) Load Area (w) Load
number (Btulr'fI1-'F) (BtuWft2) or perimeter it) 131uh) or perimeter ft) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/Pl/S Heat Cool
6 VL_G
12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0
0
0
0
0
0
213-2fm 0,320 n 8,86 9,33
13A-2ocs 0,201 n 5.57 5.29
0
47
0
27
0
148
0
141
0
0 0 0 0
2A 2orn 0.3E0 n 9.69 10A6T:fD
0 0 0 0 0 0 0 0
1 11,10 0,600 n 16.62 18.51 20 20 334 372 0 0 0 0
W 16B-19adl 0.049 n 1,361 2.66 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1,361 2.66 15 15 20 40 0 0 0 0
0
A 2 0.201 e 5.57 5.29S' 1 "1 o'a 84 36 200 191 0 0 0
2A-2om 0.350 e 9 69 28,96
9.69 28.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0k_R 2A-2orn 0.350 e
L---G 2A-2omd 0,620 e 17.17 16,92 48 48 824 812 0 0 0 0
W 1613-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 a 2.52 2,85 0 0 0 0 0 0 0 0
13A-2ocs 0. 201 a 5.57 5.29 140 108 599 570 0 0 0 0
2A 2om 0.350 a 9.69 11.54 32 9 314 373 0 0 0 0
2A-2om 0,350 a 9.69 10A6 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 a 1.36 2.66 0 0 0 0 0 0 0 0
W 168-19a1 0.049 a 1.36 2.66 0 0 0 0 0 0 0 0
1 1 12C-Osw 0.09' w 2- 52 2.85
1`L_G
0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
13A-2ocs 0-201 w 5.57 5,29 0 0 0 0 0 0 0 0
2A-2om 0,340 w 9,42 30.36 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0
PL 12C-Osw 0.091 - 2.52 1.76 126 126 318 222 65 48 120 84
D IIDO 0.390 n 10.80 12.03 0 0 0 0 18 18 192 214 C
1613-38ad 0.026 0,72 1,41 700 700 504 990 32 32 23 45 F
22A-tpl 0.989 27,40 0.00 647 29 794 0 42 0 0 0 C
c) AED excursion 211 39 Envelope
loss/gain 4057 3499 335 303 12
1) Infiltration 548 177 0 0 bj
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 0 0 Appliances/
other 0 600 a
Subtotal (lines 6 to 13) 4604 41826 40335 903 load
essexternalloadLessxtor0 0 0 alr
Lesstransfer0 0 0 0 an
Redistribution0 0 0 0 14
Subtotal 4604 4826 335 903 15
5Duct leads ut10, 10% 10% 460 483 10% 101/11 33 90 Total
room load 5065 5309 368 993 Air
required (cfm) 239 243 17 45 Calculations
J 8th Ed. Right-
SuiteO Universe! 2018 18,0 13 RSU23828 20118-
Jur-04 11:33:57 Page
4 k ..'
agateDGRN\I-ot!8KensirgtcnReseiveSpagateDGRN,i,Ljp Cali, = Mj8 House faces: N
wrightsoft' Right-J@ WorksheM
Entire House I
Job: Lott Men sing ton ReserveSe...
Date: 09-12-11
By: VIAT
DEL -AIR HEATING & AIR
CONDITIONING
521 Col,)ISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fa 407-333-3853 Web: WWW.DEL-AIR.COM
Room narne NOOK/KITCHEN BDRM 4
2 Exposed wall
10.3
34.0
ft
b
heat/cow 9,3
110.5
ft
f!
heal/cool
3 Beer-. height
11 x 277.4 ft 13.5 x 10.5
Roam dimensions
277A
O
f12 141,8 ft'
D Room area
Tv Construction U-value Or HTM Area (ft2) Load Area (ft') Load
131uh)
number (BlrJVfl1-'F) (Btu fV) or Perimeter ft) Btuln) or perimeter ft)
Heat Cool Gross N/P/S Heat Cool Gross NIPS Heat Cool
6 t 12C-0Sw 0.091 n 2.52 2,85 0 0 0 0 0 0
0
0 0
0 0
2B-2fm 0.320 n 8.86 9.33 0 0 0
0
0
0
0
0 0 0 0
13A-2ocs 0.201 n 5.57 5,29 0 0
0 0
2A-2om 0350 n 9.69 10.46 0 0 0 0 0 0
0 0 0
i j 0 0.600 n 16.62 18,51 0 0 0 0 0
W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1.36 2.66 15 15 20 40 0 0 0 0
13A-2ocs 0.201 e 5.57 5,29 215 182 1015 965 98 82 4,56 433
2A-tom 0.350 e 9.69 28.96
0,350 9.69 28.96
0
32
0
0
0
314
0
938
0
16
0
0
0 0
157 469
2A-tom a
2A-2omd 0.620 a 17.17 16.92 0 0 0 0 0 0 0 0
W 16B-19ad 0,049 a 1.36! 2,66 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 e, 1.36 2.66 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.57 5.29 103 70 391 372 0 0 0 0
2A-2om U50 a 9.69 11.54 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9,69 10.46 32 32 314 339 0 0 0 0
W 16B-19ad 0.049 a 1.36 2,66 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0
12C-0sw 0,091 w 2.52 2.85 t-
G 0
0 0 0 0 0 0 0 0
0 2A-
2oin 0.350 w 9.69 28.96 0 0 0 0 0 0 13A-
2ocs 0,201 w 5,57 5.29 0 0 0 0 0 0 0 0 2A-
2orn 0,340 w 9.42 30.36 0 0 0 0 0 0 0 0 2A-
2orn 0.350 w 9,69 28,96 0 0 0 0 0 0 0 0 P ,
112C-0sw 0.091 - 2.52 1 ' .76 L-
D 10,80 IZ03 0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0 11DO0,390 n C
1613-38ad 0.026 0,72 1.41 348 348 250 491 i42 142 102 200 F
22A-tiel 0.989 27.40 0.00 277 34 931 0 142 11 288 0 6
c) AED excursion 64 118 Envelope
loss/gain 3236 3081 1002 1220 12
a) Infiltration 637 206 188 61 b)
Worri ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances'
lother 1200 0 Subtotal (
lines 6 to 113) 3874 441371 1190 1281 Les,
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 3874 4487 1190 1281 15
Hurd loads 10% 10% 387 449 101, 10% 119 128 Total
room 10,d 4261-4936 30) 1409 required ,
fm) 201 226 62 64 Calcula
J 8th Ed. RiChl-
SUileO triversal 2018 18,0,13 RSU23828 2018-
J,,m-04 !1:3157 i-- '
age 5 4E
k ..ag,iteDGRN,,'Lot,ISI<eesingtoiReserveSv-,igateDGRN,rLip Cmc z= MJ8 House faces: N
wrightsoft' Right-J@ Worksheet
Entire House
DEL -AIR HEATING & AIR
r'r)NDITIONING
5'i1 COD! SOO WAY, SAN FORD, FL 32771 Phcie: 407333-2665 Fax: 407 333 3853 Web: WWW.DEL AIR. COM
Job: Lotl Won sin gton ReserveSe.
Date: 09-12-11
By: VMT
I Room name BATH 1 BDRM2
2 Exposed wall
9,3 ft
8.5 it
neaticool 9.3 f
32.0 it
heat=cnol
Room height
9,5 x 8.5 f 14.0 x 13.0 ': t
4 Room dimensions
80.8 ft2 182.0 ft2
5 Room area
v Consinicflon U-value or HTM Area (ft2) adload aArea (fix) Load
number Bt,,j'Vft2-'F) Btulh/ftl) or perimeter (ft) iBtuh) or perimeter ft) Btrih
Heat Cool Gross N/P/S Heat Cool Gross N/P11S Heat 11001
6 VL 12C-osw 0.091 n 2.52 2.85 0 0 0 0 0 0
0
0
0
0
0C02B-2fm 0.320 r 1 8.86 a9.33 0
0
0
0
0
0
0
0 131 92 513 488
13A-2ocs 0.201 n 5,57 5.29
0 0 39 0 374 403T:fD 2A-torn 0.350 n 9.69 10A6 0 0
0 0 0 0 0
1 11j0 0.600 n 16.62 IR51 0 0 0
W 16B 19ad 0,049 n 1.36 2 66 0 0 0 0 0 0 0 0
0
W 16B-19ad 0,049
0.201
n 1.36
5,57
2,66
5.29
0
79
0
72
0
404
0
384
0
121
0
121
0
676 642
13A-2ocs
2A-2om 0,350
e
e 9.69 28,96 7 0 67 199 0 0 0 0
1, 15 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2omd 0,620 e 17.17 16.92 0 0 0 0 0 A, 0 0
0
W 16B-19ad 0049 e 1.36 2.66 0 0 0 0 0 0
0 0 0
W 16B-19ad 0.049 e 1.36 2,66 0 0 0 0 0
W 12C-0sw 0,091 s 2,52 2.85 0 0 0 0 0 0 0 0
13A-2ocs U01 s 5.57 5- 29 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9,69 11.54 0 0 0 0 0 0 01 0
C 2A-2orn 0,350 s 9,69 10.46 0 0 0 0 0 0 01 0 W
16B-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 01 0 12C-
Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 Y_
c' 2A-2om 0,350 w 9.69 28,96 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 w 5,57 5.29 0 0 0 0 47 47 260 247 2A-
2om 0.340 w 9,42 30.36 0 0 0 0 0 0 0 0 2A-
2orn 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 PL
12C 0sw M91 2.52 1.76 0 0 0 0 0 0 0 D
11D0 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1,41 81 81 58 114 182 182 131 257 F
22A tpI 0.989 27,40 0,00 81 9 233 0 182 32 877 0 6
c;) AED excursion 39 93 Envelope
loss/gain 761 736 2830 1944 12
a) Infiltration 152 49 573 185 b)
Room ventilation 0 0 0 0 13
internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 913 785 3402 2130 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 913 785 3402 2130 I
151Duct leads,, to% 10% 91 79 10% 10 340 213 Total
room load 1004 864 3743 2343 Air
required (cfmii 1- 47 39 177 07 Ca1CuiRtICr1S
a roved b ACCA to meet elf re uirements of Manual J 8th Ed. Right -
Suited Universal2018 18,0,13 RSU23828 2018-
Jur,-04 11:33:57 Page
6 esery
Mj8 agateDGRNFLot18KensingtonReSeagateDGRN.mr) Ca;c House faces N
wrightsoft" Right-J@ Worksheet
Entire House
Job: Lot 18 Ken sin gto n ReserveSe...
Date: 09-12-11
By: VMT
DEL -AIR HEATING & AIR
CONDITIONING
521 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 F,,,: 407-333-3853 Web: WWW,DEL-AIR.COM
Bonus Bdrm Bonus Bthrm
1 Roomname 46.
0 ft 15,15 ft 2
Exposed wall 8.0 ft heat/cool 8.0 ft hoat/cool 3
Room height 15.
5 x 15.0 ft 6.0 x 9.5 ft 4
Room dimensions 232,
5 ft` 57.0 f12 5
Room area Ty
Con tuition U-value Or HTM Area ft2) Load, Bluh)
Area
f or
perimeter t
ft)
Load
Btuh)
nun (
Btul-L/ft" 'F) (13 tUft/b2) or perimeter ft) Neat
Cool Gross N/P/S Heat Cool Gross NIPS Heat alc CoolI6
12C-0sw 0.091 n 2.52 2.85 60 4B 121 137 112
0
0
0
0
0
0
0
0
C
2B-2fm OMO n 8,86 9,33 12 0 06 0
0 0 0 0 0 13A-
2ocs 0.201 n 5,57 5.29 0 0 0
0 0 2A-
2orn 0,350 n 9.69 I0.46 0 0 0 0 0
0
0
0 0 0 I'
l D 11j0 0.600 n 16.62 l&51 0.
049 1,36 2,66 0
112
0
112
0
152
298 0 0 0 0 w
16B- 19ad n w
16B-19ad 0,049 n 1.36 2.66 0 0 0 0 0 0 0 0 0
13A-
2ocs 0,201 e 5.57 5,29 0 0 0 0 0 0 0
0
0
0 2A-
2om 0,350 e 9,69 28.96 0 0 0 0 0 0
0 0 0 2A-
2orn 0,350 e 9,69 28,96 0 0 0 0 0
0 0 0 0 2A-
2omd 0,620 e I7.17 16.92 0-
049 1.36 266 0
120
0
120
0
163
320 0 0 0 0 w
16B-19ad e w
1613-1 9ad 0.049 e 1.36 2.66 0 0 0 0 64 64 87 70 w
12C-Osw 0,091 s 2,52 2.85 60 60 151 171 0 0 0
0
0
0
0
13A-
2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0
0 0 2A-
2om 0.350 s 9.69 11,511 0 0 0 0 0
0
0
0 0 0 2A
2orn 0.350 s 9.69 10.46 w
16B 19ad M49 a 1.36 2.66 0
V2
0
112
0
152
298 0 0 0 0 w
16B -1 9ad 0.049 s 1,36 2.66 0 0 0 0 48 48 65 128 0
12C-
Osw 0,091 w Z 52 2.85 IL-
C, 120
105 264 298 0 0 0 0
0 LA -
torn 0.350 w 9.69 28,96 15 0 148 442 0 0 13A-
2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0
0
0
0
0
2A-
2om 0.340 w 9.42 30.36 0 0 0 0 0 0
0 0 0 2A-
2om 0,350 w 9.69 28.96 0 0 0 0 0
0 0 0 0 R
12C-Osw 0.091 - 2.52 1.76 0 0 0 0
0 0 0 L-D 11DO 0.390 n 10.80 12,03 C
16B-38ad 0,026 0.72 1,41 0
233
0
233
0
167
0
329
57 57 41 81 F
22A-tpl 0,989 27.40 0,00 0 0 0 0 0 0 0 0 6
c) AED excursion 77 19 94" Envelope
loss/gain 425 193 360 12
a) Infiltration 1120 362 215 69 bi
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 2545 3443 408 430 Less
external load 0 0 0 0 Less
transfer 0 0
0
0
0
0
0
0
14
Re,
distribution Subtotal
2545 3443 408 430 15
Duct loads g., 513 990 31% 481X 125 205 Total
room load 30581 44,33 533 634 Air
required (cfrn) 44 203 Calculations
J 8th Ed, 2018
Jun-04 11:33:57 Right-
SuiteO Univeisa! 2018 u8,013 RSU23828 Page gateDGRN"
Lot l8KensiigtonRese,,eSeagateDGRN.rup Cafe = MJ8 House faces. N
wrightsoft, Right-J@ Worksheet
Entire House
Job: Lotl Wen sin gton ReserveSe
Date: 09-12.11
By: VMT
DEL -AIR HEATING &AIR
CONDITIONING
531 CoOISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fa 407-333-3853 Web: WWW-DEL-AIR.COM
1 Room name Bonus WIG BATH 2
2 Exposed wall
8.0
11.5
it
it
9.6 It
0 it
heat"cool
3 Room heigh!
6.0 x heat/cool
5,5 ft 7.0 x 8.5 ft
4 Room dimensions
33,0 W 59.5 ft2
5 Room area
Ty Construction U-value Cr HTM Area (ft2) Load Area ft2) Load
number B tjV(j2_'F) (Btuln/fR) or perimeter ft) Btuh) or perimeter ft) Btuh)
Host Cool Gross NIPS Heat Cool Gross N,'P,!S Heat Cool
6 VL_C
12C-Osw 0.091 n 2.52 Z 85 0 0 0 0 0 0 0 0
0
23-2fm 0.320 n 8.86 9.33 0 0 0 0 0 0 0
0 0
V
213A-
2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0
2A-2orn 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
1 1 ijo 0,600 n 16.62 18.51 0 0 0 0 0 0 0 0
W 1613-19ad 0,049 n 1,36 2.66 0 0 0 0 0 0 0 0
W 16B- 19ad 0.049 n 1.36 2,66 418 1118 65 128 0 0 0 0
13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0
2A-2om 0,350 e 9,69 M 96 0 0 0 0 0 0 0 0
2A-2ornd 0.620 e 17.17 16,92 0 0 0 0 0 0 0 0
0
W 1613-19ad 0.049 e 1,36 2.66 0 0 0 0 0 0 0
W 16 B - I 9ad 0.049 e 1,36 2.66 44 44 60 117 0 0 0 0
W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.571 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 a 9.69 11.54 0 0 0 0 0 0 0 0
2A-2orn 0.350 a 9,69 10.46 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2,52 2,85 0 0 0 0 0 0 0 0
t--C- 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
13A-2ocs 0.201 w 5,57 5.29 0 0 0 0 0 0 0
2A-2orn O340 w 9.42 30.36 t0 0 0 0 0 0 0 0 2A-
2orn 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0 pi
12C-Osw 0.091 - Z52 1,76 0 0 0 0 0 0 0 0 L-
D 11DO 0.390 n 10,80 12.03 0 0 0 0 0 Of 0 0 C
16B-38ad 0,026 0-72 1,41 33 33 24 47 22 22 16 31 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 60 0 0 0 61
c", AED excursion 15 26 Envelope
IoFs/qain 149 277 16 1 5 1 12
a) Infiltration 176 57 0 0 b)
Room ventilation 0 0 0 0 13
internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 6001 i
Subtotal (lines 6 to 13) 325 334 16 605 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistrlbutior
0 0 0 0 14
Subtotal 325 334 16 605 15
Duct loads 31 `X, 1 48% 100 159 10%] 10%1 21 6011 Total
roomVload Total425 4q3 required (
cfm,, 0 Calculations
J 8th Ed. 2018-
Jun-04 '11:33:57 Rig'
t-Suite,0, Universe! 2016 18,0,13 RSU23828 Page 8 IgateDGR,
4\1-otl8Ker,,singionRf,,se,\,eSeag iteDCR'N,r.ip Calc = MJ8 House faces: N
4+ wrightsoft' Duct System Summary
Job:
Date:
Lott SKen sing ton Reserv...
09-12-11
Entire House f3y: VMT
DEL -AIR HEATING & AIR CONDITIONING
For: RYAN HOMES
234OTUDDRROSE DRIVE, SANFDRD.FL32773 Heating
Cooling External
static pressure 0.40 in H20 0,40 in H2O Prssnurm|
osoeo MG in H20 0,08 inH2D Available
static pressure 0.34 in H2O 0.34 in H2() Supply /
return available pressure 0170/ 0170 in H2O O170/ 0]70 in H2O Lowest
friction rate O 251 in/100K U 251 in/100h Actual
air flow 1283 ofm 1283 nhn Total
effective length TEL) 135 ft n
m u/wOom.oma/zo/o`o o mnaoz u cn/
av mnp a,
K —,Igatouaxwuo/
wxaosmgtwn(.,sm.osmom000n*,mn onlc~MJm xmmomom. w
wrightsoft" 018 18,0,13 RSU23828
2018-jur-04 11 33:58
Rigt-.1-SwtoO Universal 2 Pace, 2
ACCK ... apt oDGR N, Lot! Wensington R ese,veSeagat e DGR N. rur) Calc -- MJ8 House 'aces: N
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lott 8KensingtonReserveSeagateDGRN Builder Name: RYAN HOMES
Street: 2340 TUDOR ROSE DRIVE Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA_
General A continuous air barrier shall be installed in the building envelope. Air permeable insulation shall
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.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic 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.
The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
Vvalls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation, maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed or,
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 wells.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned ace shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be, provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope 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
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
or 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 FIVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall,
Concealed When required to be sealed, concealed 'ire 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
I In addition, inspection of log walls shall be in accordance with the provisions of !CC-400.
314/2018 11:48 AM EnorgyGauge@ USA - FlaRes2017 FBC 5th Edition (2017) Compliant Software Page 1 of 1
23-e44 2b-OR
LANK
9'-4' C4.1-
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12x6 1wcd
120
7-
25-494
V-4' CLA3L
16x16 raQ,,-
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115
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65
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T
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85
is
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to roof cap to roof cop
w/dryer vent box
w/f an 2-CAR
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105
15 TON W/BKW P240V 1PH
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NOTE TO BUILDERVUST PROVIDE UNRESTRICTED
I INCH UNDERCUT ON DOORS TO HABITAT- ROOMS
Transfer ducts/grids sized In compUance
with Ftorldc, Residential, Bultding Code-MI602.4
balanced return air.
EXCEPTIONS 1-3
3" loath duct
to roof cap
w/-Pan
Nutone 696RNB
42X42 A/C SLAB
A"" BY BLDR MIN
A
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I
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8 TH632OU1000DAG
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to roof cap
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Must have a minimum clearance of 4 Inches around the air handier per the State Energy code, All duct has an r=6 insutation vatue.
ray
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DESCRIPTION AS FURNISHED: Lot 18, KENSINGTON RLSERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
a
LOT 17
24.50'
TRACT C
DRAINAGE AREA
N 89'4854 " E
6 _0.O (Y
LOT' 18
29,0
LANAI 00
10.00'
24.50'
10.00'
Ap
PROPOSED RESIDENCE
MODEL: SEAGATE
ELEV.D 2CAR GARAGE RIGHT
CJ
Uri
To
Io
Ln
AIC
5.0'
ENTRY
10 001
14.0, un K
21.0
1
10.00' Tii4`QWALK
26. 50'
10' UTIL. ESMT,
76' DRIVE
5.50'
M
6.50'
LOT 19
240.00' PLAT P.R.M
y — — — — — — —
WALK5
T
J,-
7
oo csuct single family home
N 8904854 E
k tontr 60. 00'
with setbacks and impervious area
Syp
shown on plan. '43. -9\ 0 1 - TUDOR Y k--11 J-/
50' PRIVATE RIW)
PROPOSED FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT - 25
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 3,0311 SQUARE FEET OR 43,97 SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE 6 LOT CONTAINS 6,900± SQUARE FEET SIDE = 7.5' FOR 60' LOTS
FOR 75'
PROPOSED FINISH FLOOR PER PLANS — 25-9' LIVING AREA CONTAINS 2,463± SQUARE FEET SIDE 10' LOTS
CONCILANAIIPORCH CONTAINS 5681 SQUARE FEET SIDE STREET = 25' —
j?US,EWffEK,6`.R-SC"OTT ASSOC'., INC, - -LAY-D SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR, ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658--1436
P PLAT P.G.L.POINT ON LINE
NOTES:
F FIELD TYPI TYPICALPOINTOF REVERSE CURVAIRONPIPE
P.C.C.
I.P.
RON ROD C C POINT Of COMPOUND CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
C.m. R D, RADIALCGHCRETE.ImUNUMENT PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES
S 1/2' LIE /OLD 4596 N.R.NON-RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID,
RETcc, RECOVERED V.P. WITNESS POINT TRIC3, THIS SURVEY WAS PREPARED FROM 77ME INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RES TIONS
R.O.B.POINT Or BEGINNING CALC, CALCULATED OR EASEMENTS PAT AFFECT THIS PROPERTY.
P,D,C. POINT OF COMMENCEMENT P.R.M.PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND fWPEOVEMENT5 HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
z CENTERLINE FF. FINISHED FLOOR ELEVATION
N&D NAIL & DISK 0 Sk, BUILDING SETBACK LINE 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R/W RIGHT-OF-WAY a yc BENCHMARK SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, DIMIN&IMS 5
ESMT, EASEMENT ILD, BASE REARING 7, V&MNC,I, ARE bASEV ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.)
MAIN, m DRAINAGE B. LIEVAPONS, IF SHOWN, ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED,
UTIL. UTILITY
CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZAT70N No, 4596.
WDXC. WOOD FENCE
C/B « CONCRETE BLOCK SCALE I-- 1' 0
P.C.POINT OF CURVATURE
W NBY
P.T. POINT Of TANGENCY 0 CERTIFIED BY. DATE ORDER No.
DESCRIPTIONCRADIUS PLOT PLAN 05-23-2018 73274--18
L ARC LENGTH
ADDELTA
C CHORD
C.B. CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM'
T K
1107 R.L.S 4801
EVER, R ?S 4714
j
ZONE
1XI
MAP I 12117CO09OF (09-28-07)
JAM W
Sanford0
Building Prevention0NN 0 `00~ 0~`0 Fire ~ ~~ , —~~ ~~~~
Product Approval S,gecification Form
27931
Pe[0i\ / °
Project Location Address L~-l(_ T( C ,
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 onthe construction project forvvhichyouare applying for abuilding permit. VVerecommend 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 5t8bsvvide Product Approval can beobtained
at . 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. Categoty / Subcategory Manufacturer Product
Florida Approval # Description (include decimal) 1.
Exterior Doors Roll
Automatic Other 2.
Windows
Gem --
Horizontal
Slider Casement
Fixed
Ply Gem
1500
16104 Aw Pass Through Mullions
Ply
Gem 1500
16118 Wind Breaker Dual Action
Other
Category lSubcategory T --- Manufacturer Product Florida Approval ##
Description — (includ(Acima
3. Panel Walls -- - -
Siding
Soffits Aluminum Coils Inc. Alurninurn Soffit Panels — ! 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels {-
Other-
4. Roofirl
SiI r1C Ies Certain -Feed Corp.— Certain"reed Asphalt Roofing Shingles— 5444 - R12 —
Underlayments InterWrap Inc. Rhino Roof Underlayrnent 15216 - R3
Roofin Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofin tip es
Roofing
Insulation _
Built up roofing I
System
Modified Bitumen
Single Ply Roof
S syterns
Roofing slate _ _ _
TCer- rents/
Adhesives /
Coatis
Liquid Applied -
Roofing Systems
Roof Tile
adhesive '
Spray Applied
Polyurethane
Roofin
mmE.P.S. Roof
Panels i
Roof Bents Millenium Mtetais inc. MMI - 2B Off Ridge Vent 19567 - R1
Other _
Jule `'014
Categoryl Subcategory Manufacturer Product Florida Approval #
Description decimal)
Shutters
Accordion
Bahama
C o I o n is I
Rol u
EquomeM
6. Skylights
Other
7. Structural
CoTpqnerlts___ ____
Wood Connectors
Anchors
Truss Plates
Engineered 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
j
An
AMM
Am"oft
40"Nammom
VNM
Almomms
Immmsm
smom"m
Awl ROOF
TRUSSES
A FLORIDA CORPORATION
PH: 772-409-1010
FX-. 772-409-1015
www. A 1 T ru ss. co m
R U S S E N G I
I11 ilpiq q
OPTIONS: BONUS ROOM--9'-4" CLG
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
M A-1 ROOF These truss designs rely on lumber values established by others.
M TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSG4DB9
JOB #72465
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: SEAGATE v4 "D"
Address:
LOT #18 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: FBC2017/TP12014 Design Program.- MiTek 20/20 8A
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 56 individual, dated Truss Design Drawings and 16 Additional Drawings.
Withmy seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules_
No. Seal # Truss Name Date
1 A0036356 A09 5/16/18
A0036357 A09G 5/16/18
3 A0036358 A10 5/16/18
4 A0036359 All 5/16/18
5 A0036360 Al2 5/16/18
6 A0036361 A13 5/16/18
7 A0036362 A1311 5/16/18
8 A0036363 A14D 5/16/18
9 A0036364 A14H 5/16/18
10 A0036365 A15D 5/16/18
11 A0036366 A15H 5/16/18
12 A0036367 A16D 5/16/18
The truss drawing(s) referenced have been prepared I
IAd .
Truss Design Engineer's Name: Anth
My license renewal date for the state of Florida is F
No. Seal # Truss Name Date
13 A0036368 A16H 5/16/18
14 A0036369 C01 5/16/18
15 A0036370 CA 5/16/18
16 A0036371 CAP 5/16/18
17 A0036372 CJ3 5/16/18
18 A0036373 CJ3A 5/16/18
19 A0036374 CJ3D 5/16/18
TA20 0036375 UP 5/16/18
21 A0036376 CJ5 5/16/18
22 A0036377 CJ5A 5/16/18
23 A0036378 CJ5D 5/16/18
24 A0036379 I CJ5P 5/16/18
y MiTek Industries. Inc. under my direct supervision has
ony Tombo III
9bruary 28,2019.
No. eal # Seal Truss Name Date
25 A00 36380 D01 5/16/18
26 A0036381 D02 5/16/18
27 A0036382 D03 5/16/18
28 A0036383 D04 5/16/18
29 A0036384 E03 5/16/18
30 A0036385 E04— 5/16/18
31 A0036386 FG1 5/16/18
32 IA0036387 FG4 5/16/18
33 A0036388 FG5 5/16/18
34 A0036389 FL01 5/16/18
535 A0036390 FL05 5/16/18
36 A0036391 FL06G 5/16/18
ed_-on the parametersprovided by _A1 Roof Trusses,'
NOTIEThe seal on these drawings indicate acceptance of professional il0. T Toengineeringresponsibilitysolelyforthetrusscomponentsshown,
0
The suitability and use of components for any particular building is the responsibility ofthe building
designer, per ANSI/TPI-1 Sec. 2=® The
Truss Design Drawing(s)(TDD(s]) referenced have been prepared based on the t4o 08 construction
documents (also referred to at times as 'Structural Engineering Documents') a t f provided
by the Building Designer indicating the nature and character of the work. The
design criteria therein have been transferred to Anthony Tambo III PE by [At Roof to Trusses
or specific location]. These TDDs (also referred to at times as 'Structural %, I EngineeringDocuments') are specialty structural component designs and may he part of the 0" WX
project's deferred or phased submittals. As a Truss Design Engineer (Le,, specialty !11 10, 1,O Arlil LIN
Engineer),
the seal here and on the TDID represents an acceptance of professional r tiNny
T. Tombo III 214TITIIIWII 11 engineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDIDoriv, e =: c-us
Building Designer
is responsible for and shall coordinate and review the Tons for compatibility with
their written engineering requirements. Please review all TDDs and all [it, P.E. related notes.
SERiAl, # : 313 BC
A2 21 WOO 00 G04C 12 87 DF
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. A#== TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSG4fDB9
No. Seal # Truss Name Date
37 A0036392 FL07G 5/16/18
38 A0036393 1-101 5/16/18
39 A0036394 H04 5/16/18
40 A0036395 HJ3 _ 5/16/18
41 A0036396 HJ5 5/16/18
42 A0036397 HJ6 5/16/18
43 A0036398 HJ7 5/16/18
44 A0036399 HJ7P
T
5/16/18
45 A0036400 J3 5116/18
46 A0036401 J5 5/16/18
47 A0036402 J5D 5/16/18
48 A0036403 J6 5/16/18
49 A0036404 J7 5/16/18
50 A0036405 VP 5/16/18
51 A0036406 K01 _ 5/16/18
52 A0036407 K02 5/16/18
53 A0036408 K03 5/16/18
54 A0036409 VM2 5/16/18
55 A0036410 VM4 5/16/18
56 A0036411 VM6 5/16/18
57 STDL01 STD, DETAIL 5/16/18
58 STDL02 STD. DETAIL 5/16/18
59 STDL03 STD. DETAIL 5/16/18
60 STDL04 STD. DETAIL 5/16/18
61 STDL05 STD. DETAIL 5/16/18
62 STDL06 STD. DETAIL 5/161l8
63 STDL07 STD_ DETAIL 5/16/18
64 STDL08 STD. DETAIL 5/16/18
65 STDL09 STD. DETAIL 5/16/18
66 STDL10 STD, DETAIL 5/16/18
67 STDL11 STD. DETAIL 5/16/18
68 STDL12 STD. DETAIL 5/16/18
69 STDL13 STD. DETAIL 5/16/18
70 STDL14 STD. DETAIL 5/16/18
71 STDL15 I STD. DETAIL 5/16/18
72 STDL16 STD. DETAIL 5/16/18
Job sI Truss _ Truss Type ;Qty Ply
A0036356!
WRCSG4DB9 A09 !c.omman 2 l
Job Reference (optional)
Al Roof Trusses, F-orl Pierce, FL. 34946, design@a1 trvss_com Run 8 120 s Nov 1212017 Print 8.120 s Nov 12 2017 Miiek Industnes, Inc,Wed May 16 09 18 15 2018 Pagel
ID:a-fz9iVZDx8?UytkQ eVlfz.Y31Z-PotFTOo0aU2v2dyukm4292mD5BGemTuNQ2teeEzG_Fc
1 0,0 6-6-14 12 9 11 20 0 0 27-2 5 33 5 2 40-0-0 41-0,,0
1-0-b 6-6-14 6-2-13 7-2-5 7-2-5 6-2-13 6-6-14 9-0-0
i
0
3x8
5. So--...12
16 Z3 24Id
14
13Z3 LO l2
3x4 4x6 3x8 _
4x6 -= 3x4 --
Dead Load Detl. = 5/16 in
3x8
10, f 1t
0
10-7-12 20-0-0 29-4-4 40-0-0
107-12 9-44 944 107 92
Plate Offsets (X,Y)- 2 0-8-0,0-0 101, [4 0-3 O,Edge], [8 0 3 0,Edge], [10:0-8-0,0 0 10j
LOADING (psf) SPACING- 2-0-0 CSL DEFL- In (too) I/deft L/d PENES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0,79 Vert(LL) 0-27 14-16 999 360 i MT20 244/190
TCDL 10-0 Lumber DOL 1,25 BC 0,91 Ved(CT) 0.57 12-22 841 180
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0L14 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix MS Wind(-L) 0.24 14 999 240 Weight: 201 lb FT = 10%
LUBBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30'Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied-
BOTCHORD
Rigid ceiling directly applied or 5-2-11 no bracing.
WEBS
1 Row at midpt
6-14, 7-14, 5-14
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min.0-1-15)
10 = 1660/0-8-0 (min.0-1-15)
Max Harz
2 = 154(LC 13)
Max Uplift
2 = 396(LC 12)
10 - 396(LC 13)
Max Grav
2 = 1660(LC 1)
10 - 1660(LC 1)
FORCES. (1b)
Max. Comp./Max- Ten. - All forces 250 (lb) or less
except when shown,
TOP CHORD
2-3=-3241/2034,3-4--2900/1813,
4-5 =-2757/1827, 5-6=-2037/1422,
6-7=-2037/1422, 7-8=-2757/1827,
8-9=-2900/1813, 9-10=-3241/2034
BOTCHORD
2-16=-1697/2908, 16-23=-1257/2398,
23-24=-125712398, 15-24=-1257/2398,
14-15= 1257/2398, 13-14-1259/2398,
13-25=-1259/2398, 25-26=1259/2398,
12-26--1259/2398, 10-12-1705/2908
WEBS
6-14=-782/1213, 7-14=-832/689,
7-12=-189/565, 9-12=-418/466,
5-14=-832/689, 5-16=-189/565,
Zoarm
1) Unbalanced roof live loads have been
considered for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=S.Opsf,
BCDL=5.Opsf: h=15ft; Cat- 11' Exp C: Encl.,
GCpi=O-18, MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end verticn€ left exposed ;C-C for members and
forces & MWFRS for reactions shown, Lumber
D0L=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
4) " This truss has been designed for a live load
of 20.0psf 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, with
BCDL = 10.Opsf-
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 396
to uplift at joint 2 and 396 IN uplift at joint 10.
LOAD CASE(S)
Standard
wk, i - —OWN 04 k J l N. tt I.—, 't W. 40 F p. E} 41 F t v, "E p '4 itl 9 Po ! c ID t i 1 l€ 4" -hrl—iel, oalll.1100 41
N 0$, 9 4'E-k ) kM # #RY tt! Y" N MhfgP it Ei N t t :^C Me9 d h k-ya.{ 4ii d. { t 4Jrt
6 a c in, IliMei 7 .1 k n 4 i g p zn s>a kN pws.rT1 a€ 1',ax - i iP nE.'c 11p,a r, W r— _IIOV 1 ..,. < S
Ft at omgr,A.s0 e... .. x* »p1,0 N1— n5, rn, q=px Su z ,a 11n1 AU46 Gp-
gM0VlI5dlkodln>srein1hrVt_Combo111, 1`1 kienita- 0 tis eorrue m o,, 1— ptomHel xe.ifito;ta'1c, rtimitslen taam.AIomboli, Pt.
Job iTruss Truss Type 01ty 'Ply
A00e CQMrteoN
A0036357,, F
Job Reference (optional) Al Rool"FB9AlRaatTrusses, Fort Pierre FL 34946 dEsr n c)a1lruss9 cam Run 8 120 s Nov 1? 2017 Print 8 120Nov12017Print0 s 2017 iTek Industries, s Novav 12 2017 MrTek Industries, Inc Wed May 16 09 18-ti 2018 Page i0918172018age" I0 N1 l z
1 0--0 6-6-14 12-9 11 20 0 0 27-2-5
a
33-5-2 40-0 0 41-0a0
0-0 6-6-14 i6 2 13 7-2-5 7-2-5 6-2-13 6-6-14 Y-0-0
5x6 ,
5.50,,12
10 CJ (4Ia
14 '-"
IJIn ZI 12
Dead Load Defl- = 3i8 in
3x4 --:: 5x8 WB
7x8 =:- 5x8 WB = 3x4 3x8 -
3x8
1-1 ID26-2
10-7-12 20 0 0 - 29-4 4 40 0-0
10-7-12 9-4-4 9..4-4 10-7-12
Plate Offsets (X,Y)-- 2 O 8 4,0 0-141, [10 0 8 4,0-0 141, [14.0-4-0,0-4-81
LOADING (psf) SPACING- 2-0-0 i CSL DEFL, in (loc) Well Lld PLATES GRIP
TOLL 20-0 Plate Grip DOL 1,25 TC 0 78 i Vert(LL) 0,32 14-16 999 360 MT20 2441190
TCDL 10-0 Lumber DOL 1.25 i BC 100 1 Vert(CT) 0.67 14-16 714 180
BELL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0,31 14-16 999 240 Weight: 209 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 "Except`
B2: 2x6 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-10-13
on purlins-
POT CHORD
Rigid ceiling directly applied or 6-11-7 no bracing,
WEBS
1 Row at micipt
7-14, 5-14
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS, lb/size)
2 - 2257/0-8-0 (min.0-2-11)
10 = 2229/0-8-0 (min. 0-2-10)
Max Herz
2 = 154(LC 9)
Max Uplift
2 = 554(LC 8)
10 = 547((-C 9)
Max Gr<av
2 = 2257(LC '1)
10 = 2229{LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-4658/1147, 3-4=-4323(1029,
4-5=-417911043, 5-6=-34421881, 6-7=-34421882, 7-
8=-4089/1020, 8-9=-4233/1005,
9-10--4574/1125 BOT CHORD 2-16=-'
1100/4193,
1(3-23 =-864/3690, 23-24=-864/3690,
15-24=-864/3690, 15-25=-863/3690,
14-25=-870/3715, 13-14=-696/3638,
13-26=-696/3636, 26-27=-696/3636,
12-27=-696/3636. 10-12=-927/4120
WEBS WEBS 6-14=-
545/
2382,
7-14=-775/358, 7-12=-46/501,
9-12=-419/263, 5-14=845/375,
5-16=-68/565, 3-16=-407/260
NOTES- 1) Unbalanced roof
live
Toads have been considered for this design.
2) Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=
5.Opsf; BCDL=5,0psf; h=
1511; Cat- It; Exp C, Encl., GCpi-0.18; MWFRS (
envelope); cantilever left and right exposed , end
vertical left exposed, Lumber DOL=1-60
plate grip DOL=1,60 3) This truss has
been designed for a 10,0 pet bottom chord live load
nonconcurrent with any other live loads. 4) `
This truss has
been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.Opsf. 5)
Provide mechanical connection (
by others) of truss to bearing plate
capable of withstanding 554 to uplift at joint
2 and 547 lb uplift at joint 10- 6) Use USP THD26-
2 (With 16d nails into Girder 10d nails into Truss)
or equivalent at 19-6-3 from the left end
to connect truss(es) FG4 (2 ply 2x6 SP) to front
face of bottom chord. 7) Fill all nail
holes where hanger is in contact with lumber. 8) In the
LOAD
CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back B). LOAD CASE(S)
Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25, Plate
Increase=1.25 Uniform Loads (pit) Vert:
1-6=-60,
6-11=60, 17-20_-20 Concentrated Loads (!b) Vert:
25=1167(F)
tio-eq 7'_tSeD ,,-.
e+ia..di.li_z.5st•.,k.F.i,R:; I:AkSdi ,J.t liJR 4t ,{.tt,A;2:x# i.-qr#s{t t. ntr aN,.,a Y ,, k p:t d
v 7 4 IQ S 4 l q C Rt Ik i 1. F R R d ", ! f a 41r tR O q h(. 1 , i tt r k 4H e, R [i t:,
p nC\ i 1 f 11,4..t } 1 't Gti a m R' kR, N4t3 d N'i 3 v ASi4j ei i r 3 In, (Y i i
3 7' >4-- 9 } EE gx M :. "
xINry*^{ EC iS F e` h.ti €t 7P 4r.. dFI L thr 9 PE 'R; ste c<.->.'6,1 .wise?: 5i„,srv¢,n.Iw.%rzHe :at ae Ft, a.,R 3eI
tto- E, lih d.b,,.v.4<i tt x,te itC F et ,s,d , n,, t,1v P 9at a(i, blvd< g }F., 3 ee3x. .zy sxc t I4x Al,k, rm i„.a ..d ,; I's 5 tept +Rutl ?_tA.!
bdI"-
s Arib pt. te4"H!PJ ko,roMes 0 ih,b meor.-oy fia i,er ,rWvf"..e.the> I-e=rtrtFss#an I, omA l Rot Bess,, Ar,",l-iemho+ll, C?- of D,rr e,
f3 3946
lob i Truss Truss Type Qty _ Ply I A0036358 i
Common 12 1IWRCSG4DB9A10
t tJob Reference (optional) -..i
A,1 Roof trusses. Fort Pierce.,
g
al Eniss.coinierce.FL 34946desi9r 12Nov2 2017 Run 80sovPrint8.120 s Nov 12 2017 Mil Induslnes. Inc Wed Ma 16 09 18 17 2018 Page 1 lD zfz9iVZDx8?
UytkQ_eVlfzY312-LB?OulgG65JdHx6HrB7WETrb y7EOegtMMI!7zGFa 21-0-0
1 0.0
6-6-14 12 9 11 19 0 0 20--0_ 27 2-5 33-5-2 _..y 40 0 0 _
41-
0r0 l o f 6
614i2-13 6
2
5- 1-0-0pp 6-2-5 6-8-13 6 6-14 1-0_0 3xt10 (1 Dead Load
Defl. = 5/
16 in ev w 5571i2 5x8 ::
5x818
2[)
2611
16
1bL! Lit 14
3x4 -
4x6 - 3x8 -: 4x6 -:.:
3x4 -r.
3x8
3x8 10-7 12
20
a 0 29-4 4 400-0 - 10-7-12 9-4-
4 9-4-4 I 10-7-12 Plate
Offsets (
X,Y)- 2.
0 8 O.O 0-101,_[4 0-3 O,Edge], [6:0-3 3,Edge], t8.0-3 3,Edge], 10 0-3-0,Edge], 12 O 8 0,0-0-10] LOADING (psf) SPACING- 2-0-
0 CSL DELL. in (too) Udeft Ltd PLATES GRIP TOLL 20,0 Plate Grip
DOL 1,25 TC 0,68 Vert(LL) 0,27 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL
125 BC 0,91 Vert(CT) 0,57 14-24 841 180 BOLL 0,0 Rep Stress
Ines YES i WB 0 45 Horz(CT) 0,14 12 n/a n/a BCDL 10.0 Code FBC20171TP12014
Matrix -MS Wind(LL) 0.24 16 999 240 i Weight: 202 Ib FT = 10l LUMBER - TOP CHORD 2x4 SP
No.
2 *Except* TT 2x6 SP No.2
BOT CHORD 2x4 SP M
30 *Except* 42: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING - TOP CHORD Structural wood
sheathing
directly applied
or 2-5-13 oc purlins- BOTCHORD Rigid ceiling
directly applied
or
5-3-3 oc bracing. WEBS 1 Row at micipt
7-
16, 9-16, 5-
16 MiTek recommends that Stabilizers and
i equired cross bracing be installed
during truss erection, in accordance with Stabilizer
Installation guide. REACTIONS. lb/size)
2 = 1660/
0-8 0 (
min. 0-1-15) 12 = 1660/0-8-0 (
rnin.0-1-15) Max Harz 2 = 146(LC
13) Max
Uplift 2 - 389(LC
12) 12 -
389(LC 13) Max
Grav 2 - 1660(LC
1) 12
1660(t-C 1)
FORCES. (lb) Max. Comp./Max,
Ten. - All
forces 250 (Ib) or less except when shown. TOP CHORD
2-3=-3245/
2027, 3-
4=-2897/1799, 4-5=-2812/1812, 5-
6=-2045/1414, 8-9=-2045/1414, 9-
10=-2812/1812, 10-11=-2897/1799, 11-
12--3245/2027, 6-7=-1740/1332, 7-
8=-1740/1332 BOT CHORD 2-18=-1692/
2913, 18-
25=-1236/2389, 25-26--1236/2389, 17-
26=-1236/2389, 16-17=-1236/2389, 15-
16=-1239/2389, 15-27= 1239/2389, 27-
28--1239/2389, 14-28=-1239/2389, 12-
14=-,1699/2913 WEBS WEBS 7-16 =-731 /
1173,
9-
16=-804/649, 9-14--1981569, 11-14=-
431/481, 5-16=-804/649, 5-
18--198/569, 3-18=-431 /481 NOTES-
1) Unbalanced roof live
loads
have been considered for this design. 2)
Wind: ASCE 7-10,
Vult=150mph (3-second gust) Vasd=116mph, TCDL=S.
Opsf; BCDL=S.Opsf, h=15ft;
Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone, cantilever left
and right exposed end vertical left exposed,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 pending. 4) This truss has
been
designed for a 1 O O psf bottom chord live load nonconcurrent
with any other live loads. 5) * This
truss has been
designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any
other members, with BCDL = 10.Opsf. 6) Provide
mechanical connection (by
others) of truss to bearing plate capable
of withstanding 389 Ib uplift at joint 2
and 389 lb uplift at joint 12. LOAD CASE(S) Standard Yia•
aiaq flae=e
nar::
q tr.. er Pr. £:i IS iS:`S-fk ffii:M Rp,` , CVNWI<Ip;k v.I :`'r 42„* oa.{e ,U;q,iP+a.,te.sask-0 9-t I_K'rf ix u4:as "le . ke$„xt 4,, e x 1s,,..i<siai.#aa:N q N t+r 8&' :,
4
F 4 A, i j+ 2 41 : f i..... d 1.. a t6Ni d '! t, r E"BS
l-," h&i,'g ,.sa
ige€aei e.. tnt4,0lr es s,e, la: ,.o„,e .alias ;4r 6a4ne==.;!=: a,s .,r,... ,ae,t'e .+>4A¢p dli ..«n, p<. 5xh^N snit Uit >..'^i:G 4 ,401ii
er,-iadi io itoc(lsasrs
Win"i-imm01KI. kenrocnco ftkz,k,eie¢I, it ogfonlz FraGi6ited ml7finaNfiz ;urea im gLsx..a eaik(&onf?o-o;;et Aern9r1 t.7o n (r F.t/J. _
Job 'Truss ,Truss Type Qty Ply
A00363591 aWRCS64D€39 All tttR 2
I Job Reference (optional)
Al Roof Trusses, Fort Pierce, I'L .34946, design@al truss. corn - Run: 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MITek industries, Inc Wed Mayy 16 09 1818 2018 Page 1 ID
zfz91V7Dx8?UytkO eVlfzY3IZ-pNYO52rvtPRUv5hTPuelnhOlYOt Rzmfp6Q61F7zG_FZ 1-
0-0 1
6-
0-12 1 12-9-6 17-00 23 0-0 27-2 10 33 11 4 40 0 0 41-0-0 1-0-0 6-0-12 6-8-10 4-2-10 6-0-0 4 2 1Q - 6 8 1Q 6-0-12 1 0 Q I 550
12
5x6 6 18
25
26 17 16 3x4 -_ 3x6 -:..
4x6
3x4 5x6
7;
3_ -
7 3x4 -
z
8 4x6
B2::: J/..
14 27
28 13 15 3x43x4 -
r4x6Dead
Load
Defl- = 1t4 in i i
1.
5x4
10 Iro
14112 3x6
8-
6-
12 17 0 0 23-0-0 31-5 4 40-0-0 8-6-
12 8-5-4 6-0-0 8-5-4 8-6-12 Plate Offsets (
X,Y) [2.0-6 5,0 0 8], [4.0 3 0,Edge], 9`0-3 0,Edge], [11:0-6-5,0 0 8] LOADING (pso
SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.
Q Plate Grip DOL 1,25 TC 0,71 Ved(LL) -Q.67 13-15 >713 360 1 MT20 244/190 TCDL 10-
0 Lumber DQL 1.25 BC 0,71 Vert(CT) -0,92 13-15 >521 180 BCLL 0-
0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.13 11 n/a n/a BCDL 10-
0 Code EBC2017/-FP12014 Matrix -MS Wlnd(LL) 0,43 16-18 >999 240 Weight: 202 lb FT = 10% LUMBER - TOP
CHORD
2x4 SP No.2 NQTES- BOT CHORD
2x4 SP M 30 WEBS 2x4
SP No-3 1) Unbalanced roof live loads have been BRACING- considered
for this design, TOPCHORD 2)
Wind: ASCE 7-10; Vull=150mph (3-second Structural wood
sheathing directly applied or 2-6-7 gust) Vasd=116mph; TCDL-5_Qpsf; Iwr BCDL=
5.0psf, h=15ft, Cat. It: Exp C; Encl., B CHORD
CHORD GCpl=Q.18, MWFRS (envelope) and C-C i Rigid
ceilingdirectly applied or &-6 15 oe bracing Exterior(2) zone, cantilever left and right exposed MITek recommends
that Stabilizers and end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown, Lumber required cross
bracing be installed during truss DOL=1-60 plate grip DOL=1.60 erection, in
accordance with Stabilizer 3) Provide adequate drainage to prevent wafer InstaEEation guide,
pending. 4) This
truss has been designed for a 1 Q-0 psf REACTIONS, ((b/size) bottom chord live load nonconcurrent with any 2 - 1660/0-8-0 (min. 0-1-15) other live loads. 11 = 1660/
0-8-0 (min. 0-1-15) 5) ° This truss has been designed for a live load Max Herz
of 20.Opsf on the bottom chord in all areas where 2 =-132(
1-C 13) a rectangle 3-6-0 tall by 2-0-0 wide will fit between Max upliftthebotfom
chord and any other members, with 2 --375(LC 12) BCDL = '10.Qpsf- 11 --375(
LG 13) 6) Provide mechanical connection (by others) of Max Gravtrusstobearingplatecapableofwithstanding3752 = 1660(t-C 1) lb uplift at joint 2 and 375 lb uplift at joint 11. 11 = 1660(LC 1) FORCES, (lb)
LOAD CASE(S) Max- Comp./
Max. Ten. - All forces 250 (lb) or less Standard except when
shown - TOP CHORD
2-3=-
331412029, 3-4=-3099/1895, 4-5=-
3018/1909, 5-6=234811542, 6-7=-
2098/1453, 7-8=-234811542, 8-9=-301811909, 9-10=-
3099/1895, 1 Q-1 1= 3314/2029 BOTCHORD 2-
18--170712979, 18-25=-1216/2421,
25-
26=-121612421, 17-26=-1216/2421, 16-17=-121612421,
15-16=-888/2098, 14-15=-1218/2421,14-27=-1218/2421,
27-28=-121812421,13-28=-1218/2421, 11-13=-1715/2979 WEBS
3-18=-3921461, 5-18=-309/636, 5-
16=-695/567, 6-16=-386r725, 7-
15=-386/725, 8-
15=-
695/567, 8-13=-309/636, 10-
13=-3921461 ri .sari 7i€se h .
sN, esoa. a k Y xS lxiNe F, ,
a , Friss 'N ;1110 i u 1: .
64 E k ht'Al t 2 .: a it 49.p I11 f q P dP f 6 B k'
EP49 1 9 ( u P 011 , fit 66l rlf;tl t } ?n t i a 4 s [. e ' Ms i E.ik 1 ;m. j , i c E t 3r. tM T rM n k'4 mn at k, ri > -- x M 5 iA- ENxe€E -s {Ez 4'f> d xN', t} R a x ,z'-..rI x1tt e
8gt wff v rA
f Pi, - 1S SF `rile G4 _ tetf 9M'021.,:. lFi rt.rse. kn2oslilomct o.. ._- t't ,1-, r4 1=146 mjs s_„d mi?
Job !Truss 7ru
WRCSG4Dt39 I Al2 Hip
Al Root Trusses Fort P,erco, FL 34046, design(cba1truss .corn 1-
0-0 7 9-9 15-0-0 1-
0-0 7-9-9 7-2-7 1ty _
Ply _ j j
A0036360 2
i
Job Reference (optional) Run
8 120 s Nov 12 201 7 Print- 8 120 s Nov 12 2017 MiTek Industries, Inc- Wed May 16 09 18 19 2018 Page 1 I
D.zfz9iVZDx8?UytkQ_e V IfzY31 Z-HZ6m i N rXeiZL W F Ggzb9_JuwzlohpGCzLgrsn?zG_FY 20
0-0 25-00 1 1
322-
7 _ 40-0-0 41-0-0 5-0-
0 5.0-0 7-2-7 7-9-9 1:0-0 Dead Load
Defl- = 5/16 to 5 50
12 5x6 _ 1 5x4
II 5x6 , Ib zb
13 L4 14 ID
10
GG 11 3x4 , 4x6
3x8 ,. 4x6 -
3x4 -
3x6 3x6 , 10-
5-
13 20-0-0 29-6-3 40-0-0 10-5-
13 - 9-6-3 6-3 10-5-13 Plate Offsets (
X Y)-- [2:0 6-1,0 O 4],[5 0 3-0,0-2-2],[7:0-3 0,0 2-2],[10 0-6-1,0 0-4] LOADING (psf)
SPACING- 2-0-0 CSL TCL.L
20.0 Plate Grip DOL 1.25 TC O.52 TCDL 10.
0 Lumber DOL 1.25 BC 0,71 BCLL QO
Rep Stress lncr YES WB 0.57 BCDL 10.
0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP
CHORD
2x4 SP M 30 'Except' T3: 2x4
SP No.2 BOT CHORD
2x4 SP M 30 WEBS 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 3-7-2 oc puriins.
BOTCHORD Rigid
ceiling
directly applied or 5-7-7 oc bracing. Mrl ek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/
size) 2 = 1660/
0-8-0 (min.0-1-15) 10 = 1660/
0-8-0 (min. 0-1-15) Max Harz
2 = 117(
LC 13) Max Uplift
2 = 358(
LC 12) 10 - 358(
LC 13) Max Grav
2 = 1660(
LC 1) 10 = 1660(
LC 1) FORCES. (Ib)
Max. Comp./
Max. Ten. - All forces 250 (Ib) or less except when
shown. TOPCHORD 2-
3=-
3199/1939, 3-4=-292711812, 4-5--2823/1840, 5-6=-2342/1581,
6-7=-2342/1581, 7-8=-2823/1840.
8-9=-2927/1812, 9-10--319911939 BOTCHORD
2-16=-1598/2862, 16-23=-102112168, 15-23=-1021 /2168, 15-24=-
1021 /
2168, 14-24=-1021 /2168, 14-25=-
1023/2168, 13-25=-1023/2168, 13-26=-
1023/2168, 12-26=-1023/2168, 10-12=-
160412862 WEBS 3-16=-488/563, 5-16=-
4301726, 5-14=-99/470, 6-14=-
323/
258, 7-14=-99/470, 7-12--
4301726, 9-12--488/563 TEFL. in (loc)
Ildefl L/d PLATES GRIP Vert(LL) 0,2914-
16 999 360 MT20
2441190 Vert(CT) 0.5312-22 899 180
Horz(CT) 0.13 10 n/a Fla Wind(
LL) 0.22 12 22 999 240
Weight 198 lb FT = 10% 2) Wind: ASCE
7-10, Vult=150mph (3-second gust) V€1sd=116mph; TCDL=S.Opsf,
BCDL=S.Opsf; h =15ft; Cat. 11, Exp C,
EncL, GCpi=0.18, MWFRS (envelope) and
C_C Exterior(2) zone; cantilever left and right exposed
end vertical left exposed,C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water pending.
4) This truss has been designed for a
10-0 psf bottom chord live load
nonconeurrent
with any other live loads. 5) ' This truss has been designed
for a live load of 20.Opsf
on the bottom
chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom
chord and any other members, with BCDL - 10.Opsf. 6) Provide mechanical connection (by
others) of truss to bearing plate capable of
withstanding 358 lb
uplift at joint 2 and 358 Ib
uplift at joint 10. LOAD CASE(S) Standard
ns ry Faatr Hs a ev ,r ev'tY t 1.,<i_
Z i „E ,.
6[
li:1 rir{{. d,. l,k ].-,Sat S iYxt ii,i.. 5'y;„. S Br kx }g ti i;s.,s.-a^f eds4,u A-l-r,1 ik r +i. A4tr=-`tWti4`iYt ,4N.. aiN,kb l hra+sHf 1- -i $.i}..o-§ice ,s'e;eZ
itm„e 'k stt: ra uY 4Q [F ..!e A'ntaeel kt—.5z s: eit, .trxE. 40 s 0N, 4"'hk @€c„M B an ht1 ft 4E" eY e !631 6t Itt iE ! G1 ¢ i €S
Jt 1)..denli t!H y6 ilxry
M1.!
f1}N ! ?t p hst 8008 t t en s a is'N king '; 61 s r!'t # , 11 Sr rFnr:. sr tee
a P iu _,k, r,iam:n ,aSt C E 0:a01,.,: [ q'o xcnkga ¢Fpue nn s9 ;.g aee. 8. ,d ve,, .r c. t1.4:xz
me ^,w. 4§ f. ;a ;.e „e+t.l .st „( . Ft tA T!I{tl t 1 A 1 lod I!rSStz A."11P,01o1mbiIII II.t. CzPrvb,?
t?
e'Jf 1i i&S CE 81Ya,ry.gp tAtu, iptQ6,?icd Yfki 36p!!t'taz ill xP k i4 "f DN..i £ipl 7'c:ies D ,G,v i. tC.tiit+C lil.. r,(.
IJob Truss Truss Type Qty Ply
1 i i A00363611WRG664DB9iA13His
Job Reference (optional)
Al Roof Trusses, Fort Pierce t t 34946 design a,a1 toss corn Pun: 8 120 s Nov 12 2017 Pnrri 8 120 s Nov 12 2017 MiTek Industries Inc Wed May 16 09 18 19 2018 Pagel t
Dzfz91VZDx8?UytkQ eVlfzY31ZHZ6ruENrXeiZtWFGgzb9 JuwvDodMiA4zt_ e,"n?zG FY
0-6
6-9-9 13-0-0 1_J. 8 19 11 2 27-0-0 33-2 7 _ 40-0 0 41-010
6-9-9 6-2-7 0-5-8 6-5-10 7-0-14 6-2-7 6-9-9 i-0-6
5x6 li
Dead toad Defl. = 3/8 In
4x6 5x8
4 5 6
i
3x4 - i W4 3x4
i
c 3 S; '' i416' 7
of 1j}.-t.1i716 M
4
C
133
1 2
i=.
t3! I's 15 to tabt'r=.,i6x88x8 b(-
19 18 17 13 12 11 10
3x6 -
5x6 -:- 3x4 ''
14
3x4 ,:.
x
1.5x4 . 3x6
7x8 ,
6-9-9 13-0-0 13-5-8 19-4-8 19-11 2 27 0-0 33-2-7 40-0-0
6-9-9 6-2-7 0 5'-8 5-11-0 0-6'10 7-0-14 6-2-7 6-9-9
Plate Offsets (X,Y)-- [2'0 0 1,Edge], [4:0 2 14,Edge], [6.0-6-0,0
1
2-8], [8 0-6-1,0 0-4], [13 0 0 0,0 1-8], [15 0 5-12,0 3 8]. [16:0 2 8,0 3--4]
LOADING (psf) SPACING- 2-0-0 i CSt. i DEFL, in (too) Ildeft Lfd PLATES GRIP
TOLL 20.0 Plate Grip COL 1,25 TC 0.78 Ved(LL) -0.30 14 >999 360 MT20 244/190
TCDL 10-0 Lumber DOL 1,25 BC 0.98 Vert(CT) -0,66 15-16 >730 180
BGLL 0.0 Rep Stress Incr YES WB 0,90 Horz{CT} 0_24 8 nla nla
BCDL 10.0 Code FBC2017tTP12014 Matrix -MS Wind(LL) 0,33 14 >999 240 Weight: 223 16 FT = 10°l
LUMBER -
TOP CHORD 2x4 SP No2 'Except"
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No-2 *Except'
B2,135: 2x4 SP No.3
WEBS 2x4 SP No_3 'Except'
W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
Except:
10-0-0 oc bracing: 16-18, 13-15
WEBS
1 Row at midpt
5-16, 12-15, 16-19
MITek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. fib/size)
2 = 167210-8-0 (min, 0-2-0)
8 = 166810-8-0 (min- 0-1-15)
Max Herz
2 - 103(LC 13)
Max Uplift
2 = 334(LC 12)
8 - 336(LC 13)
Max Grav
2 1672(L_C 1)
8 = 1668(LC 1)
FORCES. (Ib)
Max. Comp./Max_ Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3336f1916, 3-4=-343311965,
4-5=-3066f1868, 5-6--3515t2127,
6-7=-2707J1626. 7-8=-332711923
BOT CHORD
2-19=-1587(2972, 15-16=-169513537, 11-12=-160212963, 10-11=-
1602{2963, 8-10 --160212963, 4-16=-487I1045 WEBS 3-
19=-4751385, 3-16= 481284, 5-
16--
7231320, 6-15--686J1391. 1) Unbalanced
roof live loads have been considered
for this design. 2) Wind: ASCE 7-
10; Vult=150mph (3-
second gust) Vasd=116mph; TCDI_=5,0psf; BCDL=5,
Opsf; h-15ft; Cat- II; Exp
C; Encl , GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone, cantilever left and right exposed
end vertical left exposed,C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=160
plate grip DOL=1-60 3)
Provide adequate drainage to prevent water pending-
4) This truss has been designed for
a
10-0 psf 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 bottom chord in
all areas where a rectangle 3-6-0 tall by 2-
0-0 wide will fit between the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 334
lb uplift at joint 2 and 336 Ib
uplift at joint 8, LOADCASE(S) Standard s„; l ", h Arser, 2...,
R I
t
i 1, '11, t ,tier}, f M ;' p }tF 8¢ plill 1 Pf -
ill M 3 pd p" 0 woo" 9 A klE: iFhPl IFS '"k ri3k0 `!mt
Ilii Af? EB.d K $P M 1.n$ k 14{\,d.@1 il! <i{h ft o t a 3l a§sae Iv 11
uay 0, ¢n auca,;49+t a1NIC t r t A 14 6 rear,
ghl ib ?rQ r.A I Ilapse- 46"",1. 44, !if F-E- Rtp;,eo. c, of *,, ¢oa! W .,m•p ie. s,, Ikoth, .t 1 C„_'i.,x ,, A,ft" P. Iwbo sIl r[
Job r d i Truss Truss Type
WRCSG4DB9 A131-i ( Nip
I
At Roof Trusses, Fort Pierce FL 34946, design{cp}ai truss. can
1-04) 7-2-9 13-0-0 20 0
1 0-0 7-2-9 _ I __ 5-9-7 7-0-0
City Ply
A0036362?
Job Reference (optional) i
Run. 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 16 09 18 20 2018 Page 1
IDzfz9iVZDx8?tJytk(2-__eVIfzY31Z-Img8Wjs9OOhC.8PrsXJgDs6T4FC?RRIn6ZJbPJSzG FX
0 27 0-0 32 9 7 40 0 0 411-0,0
7-0-0 5-9-7 7-2-9 1-0-0
Dead Load Deff. = T8 in
5x6
1 5x4 '..I 5x6 -:
14 tr 11
12
ri — — ry
3x4 -: 4x6 -.:.
3x8
4x6 - 3x4 =::- 3x8 ,.
3x8
11 1 ! 20-0-0 28-10-15 40 0-0
11-1-1 8-10-15 8-10-15 11 1-1
Plate Offsets (X,Y)- 2.0-8 0,0 0 10]e-[4 0-3 0,0 2 2],[6 0 3-0,0-2-2[,[8 0 8-0,0 0 101
LOADING (psf) SPACING- 2-0-0 I CSL DEFL- in (toe) I(defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,82 Vert(LL) 0 29 10-20 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Ver((CT) 0.68 10-20 711 180
BCLL 0.0 Rep Stress Incr YES WEI 0.42 Horz(CT) 0.14 8 nla nla
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(L_L) 0.25 12 999 240 Weight 194 Its FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except'
E32: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-7-8
oc purlins-
BOT CHORD
Rigid ceiling directly applied or 5-6-3 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
2 - 166010-8-0 (min.0-1-15)
8 - 1660/0-8-0 (min_ 0-1-15)
Max Horz
2 - 103(LC 16)
Max Uplift
2 = 340(LC 12)
8 - 340(EC 13)
Max Grav
2 - 1660(LC 1)
8 = 1660(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=3204i1930, 3-4=-2860(1731,
4-5--2722I1761, 5-6=-272211761, -
6-7=-2860/1731, 78=-3204/1930
BOTCHORD
2-14=-159412869, 14-21=-112812356, 21-22=-1128/2356, 13-
22=-1128t2356, 12-13=-1128/2356, 11-
12=-1130/2356, 11-23=-1130/2356, 23-
24=-1130/2356, 10-24=1130/2356, 8-
10=-160112869 WEBS 3-14=-4531511, 4-14=-2491587, 4-12=-2571622, 5-
12=-
4841422, 6-12=-2571622, 6-10=-2491587, 7-10=
4531511 2) Wind: ASCE 7-10;
Vuit=150mph (3-second gust) Vasd=
116mph; TCDL=5.
Opsf, BCDL=5.Opsf; h=15ft; Cat. il; Exp
C; Encl., GCpi=0.18; MWFRS (
envelope) and C-C Exterfor(2) zone, cantilever left and
right exposed end vertical left exposed ;C-C
for members and forces S MWFRS for reactions
shown; Lumber DOL=t60 plate grip DOE=1.60
3) Provide adequate drainage to prevent water
pending. 4) This truss has been designed
for a 10.0 psf bottom chord
live
load nonconcurrent with any other live loads_ 5) ` This truss has
been designed for a live load of
20.0psf 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, with BCDL = 10.Opsf. 6) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding
340 lb uplift at joint 2 and
340 Ili uplift at joint 8. LOAD CASE(
S) Standard NOTES- t avey Faaztmsim,; Erastx i &, r;:'4..er,tEN;
6A: [C&€era,
a
u '
Cit5.d'.;, at,N re+*to+R, 4,:Ptmoa4x14 k.0,t, 1 h- i i,ld. +am .gee .. tw._, o`+m->"O+dµie ix. sav ar tr si ! Sae JD i# to 4 1, c a Y Elm, I.
rf N, t Y t p it S k (i 4
v3 5- Y Ak ! F tX TD ASa t li t,p, w.. tryh
t'
S 4! tt 4 p.. + 8cf 83 Nk C tl : rs
5
ttlt RI 9 p 5 9 G 6 9si
p k4 tfill I-. i rf SFCt A c csi A .A P i ;>s ¢sra a te'k t=,. lkvixn 2.6 s n.a§ v,8 Mn: e 45 Sf -; (i IkItiC fagl=;gh1`0?r4G1 AulsoI hotioIII P.1. kegiaAa¢(aa a{th,io-wal.evns (
ors, spiA+,rol —",F,gaemss;caf Fmk I hdlma m Anti— l.'-saaksal, P.;.
Jab :Truss Truss Typo I CSty Ply
A0036363: WRGSG4DB9 A14D i HIP CAT 1
Trusses, fart Fierce, FL "i4946, dnei na7al Wss
i !Job Reference (optiou<ahAtRootT-.-..! q com _-- -- Run. 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Milek IndUstnes, Inc Wed May 16 00 18 2-1 2018 Page 1
ID IhohHggcR5jflii7CLglloUyiKGAtDyEWl3tn9Kp3mYG240BSPJ7E1cKdA41F-ozKzsuzG rW t
0-0 6-9-2 11-0 0 13-5-1Q 16-5 9 21 9 6 29 0-0 _ 33-1 15 40 0-0 41-0,-0 1-
0-0 6-9-2 4-2-14 2-5-10{ 2-11-155-3-13 7-2-10 4-1-15 6-10-1 0-)1 Dead load
Defl. = 7f16 In 1.5x4 !!
1.5x4 7x6 <% 1.
5x4 ;l 2x4 it 5x10 MT20HS--
3x8 3x6 ,
4 T2, `",
f2 5 6 8 5,50112 1'.> a
T3 3x4 , 2
i \ - 1
T4
1
i+.
i 5x4 ra a
73
UV
S
4{J5 tlYr WEi ! 9
W, \\ 0b
4V€
3 T Yry1 4#
LL}
l µ'
me/
10N!! 178x8 -
A
1
14
1 1 21 20
19 2x4
I 1 14 13 12 4x6 S5
5x6 -:: 3x4 !
3x4 ' Sz8 ,.. 4x6.', 7x8 6x£
3 -
6-9-
2 11-0-0 13-5-8 16-5-9 19-4-8 21 9-6 1 27
1
8 l29 0_0 33 1 15 40-0 0 6-9-
2 4-2-14 2-5-8 3-0-1 1 2 10-1512 4-14{ 5-4-2 " 10-8 4-1-15 I 6-10-1 Plate Offsets (
X,Y)-- t4:0 2-6,0-3 10]r [8 0-7 8,0-2-4], [12:0 3 0.0-2-8], [16 0-2 B,Edge], [18 0 2-4,0-5 01,_[23 0 2 7,0-0-12] LOADING (psf)
SPACING- 2-0-0 CSL CEFL, in (loc) tldeft L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 1 TC
0.
89 i Ved(LL) 0A0 15 >999 360 MT20 244l190 TCDL 10.
0 Lumber DOL 1.25 BC 0,87 Vert(CT) 0.83 15 >577 180 MT20HS 1871143 BCLt_ QO
Rep Stress Iner YES WB O 95 Horz(CT) 0.26 2 nla nla BCDL 10.
0 Code FBC2017ITP12014 Matrix MS Wind(-L) 0,45 15 >999 24O i Weight: 268 IN FT = 10% LUMBER- TOPCHORD
2x4
SP No.2 'Except' T3,T4: 2x4
SP M 30 BOT CHORD 2x6
SP No -2 `Except` 135,132: 2x4
SP No.3 WEBS 2x4 SP
No.3 "Except' W3: 2x4 SP
No.2 BRACING - TOP CHORD
Structural
wood sheathing
directly applied_ Except- 3-6-0
no bracing: 4-5 BOT CHORD Rigid
ceiling directly
applied or 5-2-2 oc bracing_ Except: 10-0-
0
no bracing: 14-16, 18-20 WEBS 1 Row
at
midpt 12-16, 8-
16 MITek recommends that
Stabilizers and required cross bracing
be installed during truss erection, in accordance
with Stabilizer Installation guide._ REACTIONS.
lb/size)
10 - 1699/0-
8-0 (min.0-2-0) 2 = 1715/0-
8 0 (rain. 0-2-0) Max Horz 10 -
88(LC
12) Max Uplift 10 =
316(LC
8) 2 = 308(LC
9) Max Grav 10 =
1699(LC
1) 2 = 1715(LC
1) FORCES. (Ib) Max_
Comp./Max.
Ten.. All forces 250 (Ib) or less except when shown.
TOP CHORD 8-
9=-3025t1692,
9-10=3344/1889, 4-5= 3667/
1995, 5-6=-4533/2454, 6-7=-4524/
2461, 7-8=-452412461, 2-3=-3500/
1878, 3-4=-401812105 BOT CHORD 10-12=-1556/2999, 17-18— 2030/
4452, 16-
17=-2030/4452, 2.21--1551/3121, 6-
16-4131368, 4-18=-639/1392 WEBS e
r€t € W T tt 04 ; kr C Y ,. IP
i11*
14t p M a{ A'I'etfattsF
s a,ai k. 0-ret:=n rtt! I.§ht , tfi„a
rRss..r basses-,laiflanr l.ltttna:n
fl "i xtta WEBS 3-21=-745/441, 9-12=-376/425, 18-21--1510/
3072,
3-18=-98/634, 12-16=-1111/2501,
8-16=-982/2066, 5-18=-1055/502,
5-17=0/283 NOTES- 1) Unbalanced roof
live loads have been considered for this design,
2)
Wind ASCE 7-10, Vult=150mph (3-
second gust) Vasd=116mph;
1-CDt-=5.0psf; BCDL=S.Opsf; h=15ft;
Cat. It, Exp C; Encl., GCpi=0.
18; MWFRS, (envelope) and C-C Extenor(2) zone; cantilever
left and right exposed end vertical left exposed:
C-C for members and forces & MWFRS for
reactions shown, Lumber DOL =160 plate grip DOL=160
3) Provide adequate drainage to prevent
water pending. 4) All plates are
MT20 plates unless otherwise indicated. 5) This
truss
has been designed for a 10.0 psf
bottom
chord live load nonconcurrent with any other Live loads. 6) " This
truss has been designed 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. 7) Provide mechanical connection (by
others) of truss to bearing plate capable
of withstanding 316 lb uplift at joint
10 and 308 lb uplift at joint 2.
8) Graphical purlin representation does not depict the size or the orientation
of the puriin along the top and/
or bottom chord. LOAD CASE(S) Standard t F 5(
o, rt t Al £ -N
X I 1
R
f 1 M.£@ t .,t fl T3 I F Y II t r i o, OK-, VP f d 1l 4 dt r d I ,}. , W d fl
t 6 g g f 9 a I N k 3 Sf it I01 I d a I qe I a e a t ,4 e
a N H, € i Ia n ;t s n . ,"Sh DY , t, ,'.[- 4 S - a I >l:,y 1A s4m ispi
i Vq t
f .s '7 %( 61 i hgttV67:,p se it cc,. zs'S 1 s ,rc {ari r e t'sfi e ,W.YS+t xe } S ar teta na 1 0 , id 4b
Job " Truss - Truss Type Qty Ply i-
j A00363641
WRCSG4D69 A24FI Hip 11 1
Job Reference (optional)
Al hoof inxsses Fort Psarce FL 34946_ design@a1 truss com Run- 8 120 s Nov 12 2017 Pnnt: 8-120 s Nov 12 2017 Mil ek Industries Inc- Wed May 16 09 18,22 2018 Page 1
ID:zf79iVZDx8'?UytkQ_ eVIfzY31Z-h8ovxPuPwdxwNl?EekihxXY08?gNvz4P1d4WOKZG FV
1-O,O 7-0-15 11-0-0 r 16 4 13 23 7-3 _ - 29 0-0 _ 32-11-'1 40 0 0 4,1-070
0-0 7-0-1.5 3-11-1 5-4-13 7-2-6 5-4-13 3-11-1 7-0-15 1-0-b
Dead Load Dell. _- 318 in
3x4
5x6 --
4x6 r.
an
5x6x4 -
5 6 f3__t
F7 If rf l
15 14 13
4x6 ,::. 30 ,.: 4x6
11-0-0 20-0-0 29-0-0
1100 90-0 300
Plat€ Offsets (X,Y)-- 2.0 8 0,0 0 10[,-[4 0-3 0,0-2-2], [6 0-3 O,Edge], [8 0 3-0,0 2-2]. [10.0-8 0,4 0 101
LOADING(psf) SPACING- 2-0-0 CSI. DELL, in (toe)
l CLI_ 20.0 Plate Grip DOL 1.25 TC 0,93 Vert(LL) 0,30 12-22
TCDL 10.0 Lumber DOL 1_25 BC 0.84 Vert(CT) 0.70 12-22
BCLL 0.0 Rep Stress Incr YES WB 0.82 i Horz(CT) 0.16 10
BCDL 10.0 i Code FBC2017fFP12014 Matrix -MS Wind(-L) 0,28 14
LUMBER -
TOP CHORD 2x4 SP No_2
BOT CHORD 2x4 SP M 30 "Except`
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural woad sheathing directly appiied-
BOTCHORD
Rigid ceiling directly applied or 4-8-3 oc bracing.
MITek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
installation guide.
REACTIONS. lb/size)
2 - 1660/0-8-0 (min.0-1-15)
10 = 1660/0-8-0 (min.0-1-15)
Max Horz
2 - 88(LC 16)
Max Uplift
2 - 336(LC 9)
10 = 336(LC 8)
Max Grav
2 = 1660(LC 1)
10 - 1660(LC 1)
FORCES. (Ib)
Max Comp./Max Ten_ - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3--3200/1898, 3-4=-2865/1706,
4-5=-2566/1604, 5-6=-3120/1906,
6-7=-3120/1906, 7-8=-2566/1604,
8-9=-2865/1706, 9-10=-3200/1898
BOT CHORD
2-16=-1563/2865, '15-16--1561/3068,
14-15=-1561/3968, 13-14=-1563/3068,
12-13=-1563/3068, 10-12=-1570/2865
WEBS
3-16=-413/449, 4-16=-513/967,
5-16=-791/468, 7-12=-791/468,
8-12-513/967, 9-12--413/449
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf; h-15ft, Cat. 11; Exp C; Encl.,
GCpi=0-18: MWFRS (envelope) and C-C
Exterior(2) zone, cantilever left and right exposed
end vertical left exposed ;C-C for members and
forces & MWFRS for reactions shown, Lumber
DOL=1-60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed fora 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 tail by 2-0-0 wide will fit between
the bottorn chord and any other members_
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 336
Ib uplift at joint 2 and 336 lb uplift at joint 10.
LOAD CASE(S)
Standard
4 0-0- 0
i-. 11-0-0 — -i
I/deft L/d PLATES GRiP
999 360 MT20 244/190
688 180
n/a n/a
999 240 Weight 194Ib F1 - 10%
o, IMI,1_ §, t,&i.-x., Pav .e£x .ct dal.-, .14, N mf IN >r#
i.;
N "': i t d I S !t ' 12I A i Rt F : ^ 11' d t # 0hn 4s ' i ;q 19 cr€ ry R 31'.i2
np -A : ft u_.€ m.t 454 1f t]i vd i
pr, Igh1'0O E'l o` A-! k of i!ussr.< AAC'} 1- h,iWil P.!_ e ot `a« A,ft-0 lom a Si;, F-f.
Job i Truss ITurss Type _ Oty .-. : Ply -__f
VJRCSC-,4DE39 A15D HIP CAT 1 1
A003636,
fob Reference optional)
Al Roof Trusses, Fort Po ca F L 34946, deslgn@al truss corn Rune 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MlTek Industries Inc- Wed May 16 09 18 23 2018 Page 1
ID IhohNggcRSffhi77Lg1IoUyiKGA-ALMH81u1hx3n>saRCREwUk5h5P37ec5YFHp3wnzG FU
1 010 4-6-0 1 9-0-0 1 13-5 10 14 2115 19 7 10 25 0-4 31 0 0 33-2-14 40 0-0 41-0T0 -
1-0-0 4-6-0 4-6-0 4-5 10 0-9-5 5-4-12 5 4-10 5-11-12 2-2-14 6-9-2 1 -0-0
Dead Load Deft. = 3/8 in
5x6
7x10 MT201-iSs"-
6 4XH -
rn
2
4,
2
5x6 5x8 - 5x8 iiVJ177
4 7 9 11
5 56 12
12 1 5x4
r# 3x4 - ru --
8- A13 -
40, W10
r +* t.
7 '0q cj g W5 \kls Wfi 4A1k3 W, 4 .. .
W3 W4 . Ri 4
j..r: a2
4-
12 ;;, C`i 13 24 10,1 _
11
1rt/ _. F35 _.
14
a -
8X96 - 22
X10
30 29 27 26
4x4 23 21 18
17
16
4x6
6x6 4x6 -::
5x8 -::.
6x8
4x6
4 6 0 9-0-0 13-5-8 14 2,15 19 4 8 197-10 25 0 4 27 1-8 31 0-0 33-2-14 40-0 0
4-6-0 4-6-0 4-5-8 0r 9'7 .. 5-1-9 0--2 5-4-10 2 1-4 { 3 10-8 12-2-14' 6-9-2
Plate Offsets (X,Y)- 4:0 4 8,Edge], [16'O-4-0,0,2-4], [19:0-4 0,0-2-4], [28.0-4-0,0 5 0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Udeff L/d PLATES GRIP
TCLL 20 0 Plate Grip DOL 1,25 TC 0 40 Vert(LL) -0,37 23 999 360 MT20 244l190
TCDL 10.0 i Lumber DOL 1-25 BC 0,68 Vert(CT) -0,76 23 635 180 MT20HS 187/143
BCLL 0-0 Rep Stress Incr YES i WB 0.96 Horz(CT) -0,27 2 nla nla
BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.42 23 999 240 Weight: 307 lb FT = 10°to
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E *Except'
T3,T4: 2x6 SP 2400F 2.0E
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 2400F 2-OE *Except*
134: 2x4 SP No-2
WEBS 2x4 SP No.3 *Except*
W3010: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-11
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 5-10-13 oc bracing.
Except:
5-11-0 oc bracing: 20-22
6-7-0 oc bracing: 24-25
WEBS
1 Row at midpt 12-19
JOINTS
1 Brace at Jt(s): 7
MIT ek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. Ib/size)
14 - 1679/0-8-0 (min. 0-1-8)
2 = 1687/0-8-0 (min- 0-1-8)
Max Herz
14 - 106(LC 13)
Max Uplift
14 = 439(LC 13)
2 = 331(LC 12)
Max Grav
14 - 1679(LC 1)
2 = 1687(LC 1)
FORCES. (Ib)
Max_ Comp./Max_ Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
12-13=-3182/1881, 13-14=-3373/1929,
45- 3178/1922, 5-7=3172/1919,
7-8=-420912459,8-9=-5044/2863,
9-107,-5545/3133, 10-11=-5545/3133,
11-12=-5483/3107, 2-3=-3550/2040,
3-4=-4577/2550, 4-6=-970/539,
BOT CHORD
17-18=-203/392, 16-17=203/392,
14-16=-1590/3008, 25-28=-2556/5044,
24-25=-2556/5044, 22-24=3167/6168,
20-22=-3167/6168, 19-20=-316716168,
2-30=-1746/3205, 11-19=-364/327
WEBS
3-30=-829/536, 13-16=-275/328,
4-28=-696/11438,28-30=-1784/3254,
3- 28=-318 t910. 16-19=-1230/2519,
12-19=-1532/2889, 9-19=-696/379,
9-24=-1327/682, 9-22=0/297,
7-24=-239/725, 7-28=-1277/611,
5-6--182/508
NOTES-
1) Unbalanced roof live loads have been
considered for this design-
2) Wind: ASCE 7-10, Vult=150mph (3-second
gust) Vasd-=116mph, TCDL=5-Opsf;
BCDL=6-Opsf, h=15ft; Cat. li; Exp C, Encl.,
GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone, cantilever left and right exposed
end vertical left exposed,C-C for members and
forces & MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL=1-60
3) Provide adequate drainage to prevent water
pending-
4) All plates are MT20 plates unless otherwise
indicated.
5) All plates are 2x4 MT20 unless otherwise
indicated.
6) This truss has been designed for a 10.0 pat
bottom chord live load nonconcurrent with any
other live loads.
7) * This truss has been designed for a live load
of 20.0psf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 439
Ito uplift at joint 14 and 331 Ib uplift at joint 2.
9) Graphical purlln representation does not depict
the size or the orientation of the purlin along the
top and/or bottom chord.
d,4i.:,ett&,rrwnx.R,-.s4:eda ,,u a. -,.:>.c cry :.:, ce ii.rsa l•.k t,t<.,•t±rm.r;'.n..s, etkttsl.tro'!, Ns
i46e i ..7
x f i€ G t 2(S r v S.'k 't y ^..: Y i2 >A I E@ 1 111 4{.. € '4 4 4 a l A.5 a 'r q 11 p A
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srs, ,ftj,v, r, n laf.,.,,,a.6 h,D, T.{.t .e: mi sef.,, g,.. i r1,w.e r >. Aw a.:>e.,r.. e.,s av rs.. <-*l
Y ..:<< NMI tz
nshf SJ'i.It b l 601"'u . tmfu l L'4 ill P.i. fF.tos'tsti,,,c ohes a,ir meu7, in n team s ak; . r Tr p - Dote,
iL -4,146 L! t r y A3 aEretfivc t[ka xuitea yarm=ssi,;u»...3au,-ieasaska ,e:.r F_teb 6r:<„P.
Job IP Truss Truss Type Qty __ . Ply
A00363661
WRCSG4DB9 A15H Ii p> 1 1 1 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@aImiss-com Rua 8.120 s Nov 12 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 09-18-24 2018 Page i
D:zfz9iVZDx8?UytkQ___eVlfzY31Z-eXwfMSvfSFBedO8dm919OydiZpNBNY4iUxZdTDzG FT
1-010 5-11-2 9-0-0 16-3-7 23-89 31 4 0 34-0-14 40-0-0 4t1-0,0 1-
0 0 5 11 2 3-0-14 7-3-7 7-5-2 7-3-7 3-0-14 5 11--2 1-0-0 Dead
Load Pe€1. = 7t16 in 5x6 -
3x4
4x6
3x4
5x6 5.
50 12 4 8 1.
bx4 - 5
6 T2
T
T3 _
1.5x4 3
9 c
c Z
11 um,
e>
l 16
15 14 13 12
3x6
3x8
5x6
VVB -: 3x4 5x6 WB 3x8
3x6
9-
0-0 20-0-0 31-0-0 9-
0..0 11 0 0 11 0 0 Plate
Offsets (X,Y)- 2:0-E -5.0-0-81, [4 0-3-0,0=2 21, [6.0-3 O,Edgej, [8:0-3-0.0 2 2], [10 0 6 5,0-0 8] LOADING (
psf) i SPACING- 2-0-0 CSL i DEFL. in (loc) Ilde TCLL
20.0 i Plate Grip DOL 1-25 TC 1.00 Vert(LL) 0,31 14 99 TCDL
10.0 Lumber DOL 1.25 BC 0.81 Ved(CT) 0.73 14-16 65 BC:
LL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0,17 10 nl BCDL
10.0 Code FBC2017ITP12014 Matrix -MS Wind(LI-) 0.35 14 99 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BLOT
CHORD Rigid
ceiling directly applied or 5-1-14 oc bracing. WEBS
1
Row at midpt 5-
16, 7-12 MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 2 -
166010-8-0 (min.0-1-15) 10 -
166010-8-0 (min.0-1-15) Max
Herz 2 =
73(LC 16) Max
Uplift 2 -
364(LC 9) 10 -
364(k-C 8) Max
Grav 2 -
1660(LC 1) 10 -
1660(LC 1) FORCES. (
lb) Max-
Comp./Max, Ten_ - All forces 250 (Ib) or Tess except
when shown. TOP
CHORD 2-
3=-328411902, 3-4=-304111768, 4-
5=-275711663, 5-6=-383812226, 6-
7=-383812226, 7-8=-275711663, 8-9=-304111768, 9-
10=-328411902 BOTCHORD 2-16=-158312943, 15-16=-196513741, 14-15--1965t3741,
13-
14=-196713741, 12-13=-196713741, 10-12=-159212943 WEBS 3-16=-284(
331, 4-16=-481t971, 5-16=-
1222/716, 5-14=01296, 7-14=01296, 7-12=-1222/716,
8-
12=-4801971, 9-12=-2841331 2) Wind:
ASCE 7-10; Vait=150mph (3-second
gust) Vasd=116mph, TCDI-=5.Opsf; BCDL=
5-0psf; h=1511; Cat- II; Exp C; Encl., GCpi=
0.18; MWFRS (envelope) and C-C Exterior(2)
zone; cantilever left and right exposed
end vertical left exposed,C-C for members and forces $
MWFRS for reactions shown, Lumber DOL=1.60
plate grip DOL=1.60 3) Provide adequate
drainage to prevent water podding. 4) This truss has
been designed for a 10.0
psf bottom chord live load nonconcurrent with any
other live loads. 5) ' This truss has
been
designed for a live load of 20.Opsf on the bottom
chord in all areas where a rectangle
3-6-0
tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 364 to uplift at joint
2 and 364 Ib uplift at joint
10. LOAD CASE(S) Standard 40-0-
0 t1o0 fl Led i PLATES GRIP 9
360 MT20 244/190 8 180 a n(a 9 240 Weight:
191 lb FT =
10%
tex6r aE n4uwt
NFFheGi":
u.=,vh,,i,le.d.
wu, aduHk4aedUp,n x pfkie
eUpw' ,mTtnU3
trtk, tokrt. "rovl0[ .
OIkiA N0 idf 1 R&iiN.{ F
Ve,
i c1.;. ,XtV e @
rn1-
erlmkm.
eeti
n1—4,
1A
4x4rI'llI'll,-aA.
e..
rax eare<e, —
paaJr+
i»-,w,
eW.
s.
sa.
n,
1 -
0,kSIM, - W"2"y.
4?,.
aJ
al .
e,-,
i;&
16,4.1(+>
N' nNeFro¢,-
v a+
a•,,.
r. spoek.a,
u4ux, rn.l""Oee'o,! . g.eerJ, tM t ,^st,,l,•},7•,i-
lrr.v
p
5
AIe—%, .0
4
lz)4 ,
i
Ic
W; k",6t v
mn#' isP'igev7i!1kAiRvI11(4sdaboyLmb11ff,BeP,p6a,waarkt3oaWToY mFr,lubieathertAti,rzv- f.,mA "ireAtt,9FrtiakrlP1; br.k..
F
Job Truss - Taiss Type Cat _ PlyY
WRCSG4DEi9 A16D ROOF SPECIAL A0036367 '
it 1
Job Reference (optional)
At Root Frusses Fort Pierce, FL 34946, design@a t truss corn Run: 8 120 s Nov 1212017 Print 8 120 s Nov 12 2017 MITek Industries Inc Wed May 16 09 18 25 2018 Page 1
ID IhohHggcR5jfhi77Lg11oUyiKGA-6jUlZRwIDYJVFAipJsGOZ9AOGDgz6vJr(biA?fzG_FS
1-0-0 7,0 0 13 5 10 19-8-0 2 6-2 26-0-0 27-0-0 32-0 0 40-0 0 41-0=0
1-0-0 7-0-0 G 5 10 6-2-6 0-10''-2 5-5-14 1-p-0 5-0-0 8-0-0 0-b
2x4 it Dead Load Dafl- = 7/16 in
5x6i
2x4 'i
5
8x10 5x12
5x6
2x4 , 5x6 5 60 e 13
ry
3 4 7 9
12
16No
r - T3 - - 1 jJ 4
6 CA r
W2 W4 W4 &
vq
uvs
x i / j
ry
t 1 ""p t F y3 2
i, ro •IvN WT7 ICJ 2 -
W3 0,
22 -. Lag 13
i ia. 20i#.% W7. (% _ -
21
T= ,. 7x10_
25
24 23 2x4 ;' 19
18 17 16 15
4
xEi 4x4 -:::
2x4 „ 3x4 a 5x8 5x8 : 4x4 -.
4x6 ..
7x£
i -- 7-
0-0 12-4-0 13 5-816-5-1 19-4-820-6-2 26-0-0 32-0-0 40-0-0 7-
0-0 5-4-0 1 1 8 2-11-9 2-11 71-1-1Q 5-5-14 6-0-0 8-0-0 Plate
Offsets (X,Y)- [3.0-4.8,Edge], 10 0 6 4,0-2 12], [11 0-3-0,0-2 2], [l2:0 3 0,0-2-2], [17 0 2 0,0 2 0], f20:0 3-8,0-5-0], [22 0-2-4,0 5 0] LOADING
last) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 Tc O 49 Ved(LL) OA6 19 >999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0 97 Vert(CT) -0.83 19 >581 180 BCLL.
0.0 Rep Stress incr YES WB 0,85 Horz(CT) -0.22 2 n/a n/a BCDL
10,0 Code FBC2017(TP12014 Matrix -MS Weight: 569 lb FT = 101% LUMBER -
TOP
CHORD 2x4 SP No-2 "Except" T433:
2x6 SP 240OF 2.0E WEBS BOT
CHORD 2x6 SP N0.2 `Except` 12-15=--436/992, 11-15=-1178/651, LOAD CASE(S) B2:
2x4 SP No.3 10-17=-3533/2062, 10-20=-2447/4463, Standard WEBS
2x4 SP No.3 22-25=-1505/2799, 3-25=-472/350, BRACING-
3-22=-1917/4039, 17-20=-2155/4112, TOP
CHORD 7-20=-644/923, 7-22=-1399/800, Structural
wood sheathing directly applied or 5-6-5 11-17=-1471/2649 oc
purfins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
7-
9-10 oc bracing: 21-22 7-
8-9 no bracing: 20-21, 2-
2-0 oc bracing: 18-20 10-
0-0 oc bracing: 22-24 JOINTS
1
Brace at Jt(s): 4, 7 REACTIONS. (
lb/size) 13 =
1679/0-8-0 (min. 0-1-8) 2 -
168710-8-0 (min, 0-1-8) Max
Herz 13 =-
106(LC 13) Max
Uplift 13
439(LC 13) 2 =-
331(LC 12) Max
Gray, 13 =
1679(LC 1) 2 =
1687(LC 1) FORCES.
lib) Max.
Comp_/Max_ Ten. - All forces 250 (lb) or less except
when shown - TOP
CHORD 12-
13=.332511874, 11-12=-2978/1812, 10-11=-5093/2969, 3-4=(
3423/3364, 4-6=-6618/3457,6-7=-
6618/3457, 7-8=-8589/4778, 8-9=-
9037/5092, 9-10--8828/4984, 2-3=-
3422/1949, 3-5=-5631476, 5-8--553/
472 BOTCHORD 17-18=-323/599, 16-
17=-
2046/3922, 15-16=-2046/3922, 13-15=-
1507/2939, 21-22=426018283, 20-21=-4260/
8283, 2-25=-160113041, 24-25--183f380,
9-20=-611/547 WFRS NOTES-
1) 2-ply truss
to
be
connected together with 1 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 0-9-0 oc,
2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1
row at 0-9-0 oc. 2) All loads are considered
equally
applied to all plies, except if noted as front (
F) or back (B) face in the LOAD CASE(S) section.
Ply to ply connections have been provided to distribute
only loads noted as (F) or (B),
unless otherwise indicated- 3) Unbalanced roof live loads
have
been considered for this design. 4) Wind:
ASCE 7-10: Veit=
150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf;
BCDL=5.Opsf: h=1.5ft;
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 DO[=
1.60 5) Provide adequate drainage to prevent
water pending_ 6) This truss has been
designed
fora 10-0 psf bottom chord live load nonconcurrent with
any other live loads. 7) ` This truss
has been designed
for a live load of 20-Opsf on the bottom
chord in all areas where a rectangle 3-6-0 tall
by 2-0-0 wide will fit between the bottom chord and any other
members. 8) Provide mechanical connection (by others)
of truss to bearing plate capable of
withstanding 439 to uplift at joint 13 and
331 In, uplift at joint 2. 9) Graphical purlin representation does not
depict the sFie or the orientation of
the purlin »inns tho h ae F,n,t 1,
x>,+_.,, F, C 'f,ti,k i, ,ki(rtsR: Pit ,i iM1`-i. '.;x-t{,F tt,i _,;'A4 fer. 4,f[tlf,s t-,N.,,a^#-e,ls ,s,u J. Est. t 5-e+,¢g (,f cot!xe.svea, ., tt le,>a+ .axe .i ilalts„hkx ,+. ei.s ez l¢t;,c >a, EV A d 4( Eg r
R I b R t ( P '4 f ,, kt1 vEti t FCf{ ft if 4, tB d # t IA F Y tzP
P uE 'd } #, f= eS dtte4 ttr t 01 ?
A 2 E (r
ap Im UC t ,(! Efk, $ t'4 fl qi r I -N nE 2 . mt € 'If Rr7 9iotNtp ;6 h^. E Fov"al zi 11 ,Et ., tM d P . 1> n , i il,.e,.J e1 i,a ,s jer 1,g, Ef g si 11 rt hf1,
u" yt:w ! i c_,i 3. er,. 1l x k I xl,p:-.t l x. vgau u:3'o [i :A 3 aVif..1hf r. •'-) t e.'c,F, i3n4t) 0
Cnr,
t5,`,; Mto
AmhC,,
il 44011P.- BPr:
C$t, it i'D-1 FS 6PR FICRf FC hJt {C44 }Z[td'7Edwi5 117fP u'rfl@n G R1S+:fl {t,fti .iI QCP431p3`,.,,S tf tOr{r (.?ra,,1.;,F.l_
iJob !Truss Truss Type _ (sty _ Ply
A00363SR
WRCSG4DB9 A16H Hip Girder 1 1
1 job Reference (optional)
At Roof Trusses Fort Pierce, Fl 34946, designgr altruss.com Run: 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MtTek Industnea Inc- Wed Ma 16 09 18 26 2018 Page 1
iD.zfz9iVZDx8?UytkQ_eVtfzY31Z-awlPnnxw sRMsKI0tZnd6Nj4Rd3vrMv yF2jX6zG_FR
1-0-0 7-0-0 11 4 0 17-9 5 22-10-11 28 8-0 33-0-0 40 0 0 41-0-0
1-0-6 7-0-0 4-4-0 5-9-5 5-9-5 _ 5-9-5_ 4-4-0 7-0-0 i--0-6
3x10
S-r
Dead t-oad Deft. = 114 in
10c'!IJVIO
19
33
18
34 35 17 16 36 37 15 14 38 39
13
40
12
3x6
6x6 3x6 =1 3x6 = 5x10 -
1 5x4 it 3x4 =_
3x8
4x8 3x8 MT20HS----
7-0-0 11-4-0 T7-1-5 22-10-11 28-8-0 33-0-0 40-0-0
7-0-0 - 4-4-0 5 9-5 5-9-5 5-9-5 4-4-0
I
7-0-0
Plate Offsets (X,Y)- 3:0-3-0,0 2 21, [4 0 2 4,0-2-0], [5 0-3 8,0 1 81, [9 0-3 0,0 2-2], [10 0 H 4,0-0 14], [16:0 2 12,0-1 12]
LOADING (psf) SPACING- 2-0-0 CS1. DF_FL. in (loc) I/deft L/d PLATES GRIP
TOLL 20-0 Plate Grip DOL 1.25 TC 0,91 Vert(LL) -0,24 13-15 999 360 MT20 244/190
TC=DL 10.0 Lumber DOL 1.25 BC 0 80 Vert(CT) -0.51 13-15 675 180 MT20HS 187/143
BCL1- 0.0 Rep Stress Incr NO WB 0,89 Horz(CT) 0,04 10 n/a n/a
BCDL 10-0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 026 13-15 999 240 Weight: 194 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W2: 20 SP No.2, W3: 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-1
oc purtins.
BOT CHORD
Rigid ceiling directly applied or 3-10-2 no bracing.
WEBS
1 Row at midpt 4-18
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 - 17710-3-0 (min- 0-1-8)
18 = 5001/0-8-0 train. 0-5-14)
10 = 1979/0-8-0 (min. 0-2-5)
Max Harz
2 - 59(LC 12)
Max Uplift
2 = 398(LC 20)
18 = 1917(LC 5)
10 - 567(LC 9)
Max Grav
2 - 125(LC 18)
18 = 5001(LC 1)
10 = 1979(LC 20)
FORCES, (lb)
Max. Comp./Max. Ten_ - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=18/1303, 3-26=011189, 4-26=
0/1189, 4-27=-1117/346, 27-28=-
1117/346,5-28=-1117/346, 5-6=-
3642/1114, 6-29=-3642/1114, 7-29=-
3642/1114, 7-30--3642/1114, 30-31--
3642/1114, 8-31=-364211114, 8-32=-361711104 9-32--3617/1104
BOT CHORD 2-19=-1155/123, 19-
33=-321111060,
18-33--3211/1060, 18-34=-3211/1060, 34-35=-3211/1060,
17-35=-3211/1060, 16-17=-3211 /1060,
16-36=-243/1 1 17, 36-37=-
243/1117, 15-37=-243/1117, 14-15=-1208/4295,
14-38=-1208/4295, 38-39=-1208/4295,
13-39=-1208/4295, 13-40=-1208/4295,
12-40=-1208/4295, 10-12=-983/3567
WEBS 3-19=-820/172, 4-19=1286/
2700, 4-18=-4688/
1871,
4-16=-148414967, 5.16=-2142/885, 5-
15=882/2899, 7-15=-718/446, 8-15=-
751/240, 8-13=0/410, 8-12=-
951/302, 9-12=-19211133 8) Hanger(s)
or other connection device(s) shall be provided
sufficient to support concentrated load(s) 123 Ib
down and 128 Ib up at 7-0-0,
57 Ib down and 24 to
up at 9-0-12, 123 Ib down and 128 lb up at 11-0-
12, 123 Ib down and 128 Ib up at 13-0-12, 123
Ib down and 128 Ib up at 15-0-12 123 Ib down and
128 Ito up at 17-0-12, 123 ib down and 128 lb up at
19-0-12, 123 Ib down and 128 Ib up at 20-11-
4, 123 Ib down and 128 Ib up at 22-11 4, 123
To down and 128 Ib up at 24-11-4 123 Ib down and
128 Ib up at 26-11--4, 123 Ib down and 128 Ib up at
28-11-4, and 123 lb down and 128 ib up at 30-
11-4, and 221 lb down and 229 Ib up at 33-0-
0 on top chord, and 566 Ib down and 483 Ib up at
7-0-0, 229 in down and 179 Ib up at 9-0-
12, 89 Ib down at 13-0-12, 89 Ib down at 15-
0-12, 89 Ib down at 17-0-12, 89 Ib down at 19-0-12,
89 Ib down at 20-11-4, 89 Ib down at 22-11-4,
89 lb down at 24-11-4, 89 in down at 26-11-4,
89 ib down at 28-11-4, and 89 Ib down at 30-11-
4, and 408 Ib down and 96 Ib up at 32-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of
others. 9) In the LOAD CASE(S) section,
loads applied to the face of the truss
are noted as front (
F) or back B). LOAD CASE(S) Standard 1) Dead +
Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform
Loads (
pif) Vert: 1-
3=-
60, 3-9=-60, 9-11=-
60, 20-23=-20 Concentrated Loads (lb)
Vert: 3=-52(
B) 6=-123(B) 9=-174(13) 19=566(B) 4=-123(B)
16=-71(B)
5=-123(13) 7=-123(B) 15=71(13) 13=-71(13) 12=-
408(B) 8=-123(t3) 27=-123(8)28=-123(B)29=-
123(B)30=-123(B) 31=-123(13) 32=-123(B) 33=-
229(13) 34=-71(B) 35=-71(B)36--71(B) 37=-
71(B) 38=-71(B) 39=71(B) 40=-71(B) 9-
10=-4007/1 171 BOTCHORD 2-19=-1155/123, 19-33=-321111060,
Xrt i tee s¢ It - fl
trot t wtl, ., } f l
7
i f S G i 1 i
1 4 Kt k t ii } A 6& d
7 A St tot 't* @a ti F tx 2 At y t 4vt G 4. f F. 8008 41 h 4"4 R' 4 r rn ill f 4 s 1 3} t f s PR, xSt
sdsFar, R2t fl uv,.t„$at t6 tt aF Ft C1, 1H i=[,rt7 S,. e..:E ±
t.\(Ef0. %i.6i8.31*= ¢ 4S4t K 1x IS1M SIt Y'e ie._1 tp,p Pi 1 i EU4, Eaprf!g(ri {yl ?$ILp t&i«r.€Plcsser rRtAenp Liue6e lA,e F. Op"r9t3=.,,-
to,pr,mlfsr-.
io-am k l Roai i""m k ho"I lwhs IP Pi, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult- 150mph (
3-
second gust) Vas&116fuph; TCDL=5.Opsf;
BCDL=5.Opsf; h=
15ff; Cat. I1; Exp C; Encl., GCpi=0.18,
MWFRS (envelope); cantilever left and right
exposed , end vertical left exposed, porch left exposed, Lumber DOL-
1.60 plate grip DOL=1.60
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
fist bottom chord live load nonconcurrent with any
other
live loads- 6) ` This truss has been designed for a live
load of 20.Opsf on the bottom
chord in all
areas where a rectangle 3-6-0 tall by 2-
0-0 wide will fit between the bottom chord and any
other members_ 7) Provide mechanical connection (by others) of truss to bearing plate capable
of withstanding 398 Ib uplift at joint
2, 1917 lb uplift at joint 18
and 567 Ib uplift at joint 10,
Job Trt€ss Truss Type City Ply
WRGSG4DB9 Got HipGirder 1 1 Ao036369
I
Reference (optional) Al
Roof Trusses Fort Pierre, 11, 34946, desig @altruss coal Run IJob
8
120 s Nov 12 2017 Puut 8 120 s Nov 12 2017 IsI Industries,Inc. Wed May 16 09 18 27 2018 Pagel ID:
zfz91VZDx8?UytkQ_eVlfzY31Z-26bo_7yYlAZDU1tCRIII sea FFnONiaxg8AvnF13YzG FQ 1-
0-0 6-0-0 10-6 0 15 0 0 20-7-12 1-
0-0' 6-0-0 4-6-0 4-6-0 5-T 12 Dead
load Dell. = Ii8 in 4x8
1.
5x4 IIi 5x6 -= 550
12 t v" T2 s
ti
I
v
W w2 WI q
41
2
a2,
6I i
2l 10 22
23 24 8 25 26 7
3x6 -:::
15x4 =I 3x8 - 4x4 -:-
1-
5x4 :{ 4x6
6
0 O 10 6-0 15 0 0 20-7 12 6-
0-0 f 0 4-6-0 5-7-12 Plate
Offsets (X,Y)-- 2 0 6 5.0 0-€3], [3 0 5-0,0-2-0], [5 0-1 4,0 2 8], 16 0 0 0,0 0 14] LOADING(
psf) SPACING- 2-0-0 CST, DEFL. in (loc) itdefi Ltd PLATES GRIP TCLL
20-0 Plate Grip DOL 1,25 TC 0 93 Vert(LL) -0,14 7-9 >999 360 MT20 244/190 TCDI-
10.0 i Lumber DOL 1,25 BC 0 89 Vert(CT) -0,29 7-9 >859 180 BCLL
0-0 Rep Stress Incr NO WB 0 34 Horz(CT) 0.09 6 n/a nla BCDL
10-0 Code FBC2017ITPI2014 Matrix MS Wind(LL) 0,14 7-9 >999 240 Weight: 91 Ib FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No *Except' B2:
2x4 SP M 30 WEBS
2x4 SP No.3 WEDGE
Right:
2x4 SP No BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1-11 -1 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 6-9-8 oc bracing- MiTek
recommends that Stabilizers and I
required cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide.__ REACTIONS. (
lb/size) 6 -
1588/0-3-12 (min-0-1-14) 2 =
1600=r0-8-0 (min.0-1-14) Max
Horz 2
64(LC 8) Max
Uplift 6 =
422(LC 9) 2 =
432(t-C 8) Max
Gray, 6 =
1588(LC 1) 2 -
1600(LC 1) FORCES. (
lb) Max,
Comp_IMax. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3--3181/829, 3-17=-34651969, 17-18--34651969, 4-
18=-34651969, 4-19=-34651969, 19-20=-3465f969, 20-21=-
3465f969, 5-21=-3465,1969, 5-
6=-31291823 BQTCHORD 2-10=-724,r2829,
10-22--71912846, ZBOMM 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind:
ASCE
7-10: Vult=150mph (3-second gust)
Vasd=116mph, TCDL=5.
0psf; BCDL=5.Opsf; h=15ft, Cat. II; E
zp C, Encl-, GCpi=0.181
MWFRS (envelope); cantilever left and right exposed ; andvertical left exposed;
Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide adequate drainage to
prevent water pending- 4) This truss has been designed
for a 10-0 psf bottom chord
live
load nonconcurrent with any other live loads. 5) " This truss has
been designed for a live load of
20 Opsf on
the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, 6)Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
422 lb uplift at joint 6 and
432 lb uplift at joint 2. 7) Hanger(
s) or other connection device(s) shall be provided sufficient to support
concentrated load(s) 238 lb down and 198 lb
up at 6-0-0, 95
Ib down and 110 lb up at 7-0-12, 95 ib down and 110
Its up at 9-0-12, 95 lb down and 110 Ib up
at 11-0-12, 95 lb down and 110 Ib up at 13-0-12,
and 95 Ib down and 110 Ih up at 13-11-4, and 238
lb down and 198 lb up at 15-0-0 on top chord
and 158 Ib down at 6-0-0, 70 lb down at 7-0-
12, 70 lb down at 9-0-12, 70 to down at 11-0-12,
70 lb down at 13-0-12, and 70 lb down at 13-11-4,
and 158 Ib down at 15-0-0 on bottom chord. The desig-ifselection
of such connection device(s) is the responsibility of others. 8) to
the LOAD CASE(S) section, loads applied to
the face of the
truss are noted as front (F) or back B)_ 22-
23--719rZ846, 9-23=-71912846, LOAD CASE(S) 9-24=-67112780, 8-
24=
67112780, Standard 8-25=-671f2780, 25-26=-671t2780, 1)
Dead -« Roof t_ive. (balanced): Lurnber 7-
26=-671/2780, 6-7=-67812765 Increase=1.25, Plate Increase=1.25
WEBS Uniform Loads (plf) 3-10-01452, 3-9=-274I814, Vert: 1-3=60,
3.5=-60, 5-
6--60, 11-14=-20 4-9=-5831365, 5-9=-285f882, Concentrated Loads (lb) n moist €lea hr etr3, +•
rare. E. t t ( ,S Ir;i.t ,a §..,
INk ,
I 4,1,Slr a iu Yr r•Jr rf.r c4.i<n t,i rt:*i a>t, aB. o.. 7t 6 >ry .i; are t4 ware,+, 9i ' I- N44 2 4 P t 3e nG 1pM ,45€ 4 df k 4
9 "i i € ' 'Z o 61 i 5 E t tit A l m, R t 5! } gtt i it a
7 k d f 1 A tt H ! a Itt f t F 4 y 1 F ': S i t R. P ti 1,di V4N+(; (S4 :114h 4} Q, E r y..rFg 4.
7 s..htyxa. t<§'a,'ti;e .. Yn9a'skt x e'. s ei etr .+ ape. t, ts,.e rt is is,rs f e a,; 4
a g zr r laoe ag , ^:v a t n 151 `mot uc K, Blvd, Zt `-or , , s4y46 o-p i lnl r, 2016 A I iot Prase, pvherr 1.I mbt IP ! Rume, -1 itiAr"I em m,,,m m l &,ai ireuer Ar hu" I tt.riki ih P.E.
Job lk _ Truss Truss Type Cty Ply _
A003e37o
IWRCSG4DB9 C11 1 Corner Jack 112 1
Job Reference (optional)
Al Root Trusses, Fair Pierce, FL 34946,desigriCciialtrusscorn Run: 8.120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Ml'Iek Industries, Inc- Wed May 16 09 18 28 2018 Page 1
ID zfz9iV7,Dx8?UytkC_eVIfzY31Z-WI9ABSyAWTh36dS0?_p5BooclUQwbJl'ifFiPZXgc_zG_FP
1Q-0 0-11-11
1-0-0 0-11-11
I
u
Q
LOADING (psf) SPACING- 2-0-0 Cat,
TOLL 20.0 Plate Grip DOL 1.25 TC 0.10
TCDL 10.0 Lumber DQL 1.25 BC 0.02
BCLL 0.0 Rep Stress Incr YES WB 0 00
BGDL 10.0 Code FBC20171TP12014 Matrix -MP
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 0-11-11
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0 -0 oe bracing.
MITek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
3 = 8/Mechanical
2 - 13010-8-0 (min. 0-1-8)
4 Mechanical
Max Harz
2 = 39(LC 12)
Max Uplift
3 = 6(LC 12)
2 62(LC 8)
4 1(LC 1)
Max Grav
3 - 9(LC 19)
2 - 130(LC 1)
4 = 14(LG 8)
FORCES, (lb)
Max. Comp.lMax. Ten_ - All forces 250 (In) or less
except when shown-
NOTES-
1) Wind_ ASCE 7-10: Vult='150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf, h-25ft,
Cat. II; Exp C; Encl., GCpi=0.18, MWFRS
envelope) and C-C Extenor(2) zone; cantilever left
and right exposed ; end vertical left exposed,C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
2x4
0-11-11
0-11-11
DEFL. in loc) I(defl
Vert(LL) 0.00 5 999
Vert(CT) 0.00 5 999
Horz(CT) 0,00 4 nla
Lld PLATES
240 MT2O
180
nla
Weight: 5 lb
GRIP
244/190
FT = 10%
Will -1TV lei.MJ;,t.zeAiF.. t
4 ft-e b t4i _t Cnzd..i
c.,
ta N uF.t p+a Nh 4 YR.
a5
i a i Jq t 4lflH ti
ra,. ¢.
4 vir,,' 0 , .,
ee re
4n1 t3
Et p=gfi110201±A I tod m'e When -i. Im"Wil P#. Ree¢oe!oor, l*'A"rwni. mop o. 19rdi2bhG r"wflhew' 11'rp¢.im3zlor—k Uo h'r 's AetP,mrI 10.1, 1i,t_!.
Job 'Truss T Truss Type City Fly
A0036371i
WRCSG4DB9 IGJ1p ICorner Jack I4:
Job
t
yy
ferenceAlRoofTrusses, Fort Piero FL 34946, desgn@altruss com Run' H 112
z
Nov12 201 Print 81120 s Nov 7 2t01YP ozoHndustries ric Wed 10a; 16 09 lit 29 2018 PagevYPlt? '7 O
1-0-0 0-11-11 —
1-0-0 0-11 11
2A _
0-11 11
0-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFE. in Joe) Udefl Lid
TOLL 20.0 Plate Grip DOL 1.25 TC 0,09 Vert(Lt_) O.00 5 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0,01 I Vert(CT) 0,00 5 999 180
BOLL 0.0 Rep Stress [nor YES WB 0,00 Horz(CT) 0.00 4 nta nla
BCDL 10.0 Code FBC201711-PI2.014 Matrix -MP Wind(Lt-) 000 5 999 240 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 0-11-11 oc
purlins. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS,
lb/size) 3 —
B/Mechanical 2 =
130,10-8-0 (min. 0-1-8) 4 —
1/Mechanical Max
Herz 2 =
35(LC 12) Max
Uplift 3 =
5(LC; 12) 2 =
53(LC 8) 4 =
1(1-C 1) Max
Grav 3 =
9(LC 19) 2 =
130(LC 1) 4 —
12(t_C 8) FORCES. (
lb) Max.
Camp./Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116rnph; TCDL.=5.Opsf; BCwDL=5.0psf, h=15ft, Cat
Il; Exp C; Encl-, f,Cpi=0.18; MWFRS envelope)
and C1-C Exterior(2) zone, cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL- 1.60 plate
grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 3) `
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tali by 2-0-0 wide will fit between the bottom
chord and any other members. PLATES
GRIP MT20
244/190 Weight:
5lb FT = 10`Ya n
iF Is-INi It tY S :0 5ir, dk-At V,311 NIr!,A t ti ,o1 I lAd g i k d t 1 p y : iece St It t- i .:.F ei 3, :Pr Mai p at
i t )P #r 4 E e s .., m ¢ "Id ew... is f
a..
N3 "
e ' r• ,o. ,
ten..., .re fi +
6, ra
n E a fl s, E' s E t .:s Y Y- to 7 d a. e e~R h t 1 -r IA kt.. oM 1 t t
J 8 M x "M t P }il 6:$ {¢ as 6 in r. I Z 8t i 'e iF 0 ,to a 1,l 5 e Ir..o y a ev-,, t.Eed€„
Ms e. tt4:toaI hd }tree ,, (a rgaer 1,, ct,aaa .: flare znw' :Lc.i x, xt,+. m,latt pON S X(
C4
o t e
Ft r.. s t
iO h t 6 k 1. tedi l'uFseS k rtn o i_ c rC, M P.!. ief ldt, +ne 0 tko 3awmf lt; ,n fi tr a pwor,d n*,, I tfie -tiet<proi , A ae.a, :. eu_s k t4m,r i. !"eh =.IC F.i
IJab T uss _ Truss Type Qty Ply -
I A}036372
WRCSG4DB9 jCJ3 Corner Jack
Job Reference (optional)
Al Roof Trusses, tort Pierce FL 34946, designC(z at truss scorn Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi Fek Industries, Inc Wed May 16 09 18 30 2018 Page 1
ID zfz9iVZDx8?UytkQ_eVlf-zY31Z-ShHwc8_Q25xnlxcn6PsZGDtzrEbin MgastOxgtzG_FN 1
0 Q _ 2-11-11 1-
0-0 2-11-11 i
LOADING (
psf) SPACING_ I
2-
0-0 TCLL
20.0 Plate Grip DOL 1,25 TCDL
10.0 Lumber DOL 1.25 BOLL
00 Rep Stress Incr YES BCDL
10.0 Code FBC20171TP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 2x4
2-
11-11 2-
11-11 CSI.
DEFT, in TC
0,11 Ved(LL) -0,00 BC
0,10 Vert(CT) 0.01 WB
0,00 Horz(CT) -0.00 Matrix -
MP Wind(-L) 0-01 BRACING-
LOAD CASE(S) TOP
CHORD Standard Structural
wood sheathing directly applied or 2-11-11 oc
purtins. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTele
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS,
lb/size) 3 -
701Mechanical 2 =
18710-8-0 (min. 0-1-8) 4 =
361Mechanical Max
Horz 2 -
82(LC 12) Max
Uplift 3 =
51(LC 12) 2 -
60(1_C 12) Max
Grav 3 =
70(LC 1) 2 =
187(LC 1) 4 -
52(LC 3) FORCES, (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except
when shown. NOi
ES- 1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vas&
116mph; TCDL=S.Opsf, BCDL=5.0psf; h=25ft; Cat.
11, Exp C; End., GCpi-0.18, MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1-60 2)
This truss has been designed for a 10-0 last bottorn
chord live load noncencurrent with any other live
loads. 3) `
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections- 5)
Provide mechanical connection (by others) of loc)
Ildefi LId j PLATES GRIP 7
999 360 MT20 244/190 4-
7 999 180 3
n(a nfa 4-
7 999 240 Weight: 11 Ito FT = 10% EF .
tM1 tM IN5 }( i t t8F 1dNF kii a :k (' . N ftk d{. tk—, Mat R Aft
t, Ni J l; tti k C', ct 1 3 'G p r .. V 1 r} M ltr. 1 14 d p 'M'.' Pt! H D f r, e, g # ffi tl1H r 6 { £
t?z F t M iia .. '.
t0
4 `.I I ! ! h ':' Id@IB 'A Et Q d t i E iMY it f Eld z lW SS i t'i SAS N P t.
tfe.
Nf h i tie# kS N..S R C €t tU h¢ 1 . A i Rai d 1 :Dre csFnie e SP'rr7 +s lknps t.a _,fit. .ry M.aara n -e a',1-
111e114c ega-q"w ......,'ryhah ry e M s s e "I'lip I'ov 1,• 'er aj""' s 0r4.1 Q R.., a i.1c Ctgpgbl'C?
It'dk16a11i"os-dnfhoap1. 101*11i:P .Reg od, tlioc.f ids dor-menL-"!arm, IsgroS;bite8 wdaoat lke ariitee perms. --a (;nmS€Reel i,esies Wf"' i.htafde'r Pi
Job 'Truss 'TrUss Type Qty Ply
ADB9 'CJ3A
A00363731
WRCS( Coiner Jack
Jot) Kelerence, (optional)
Ai Roof Trusses, Fort Perce, FL 34946, design@a I truss com Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2011 Mil ek Industries, Inc Wed May 16 09 18 30 2018 1 Page 1
ID:zfz9iVZDx8?UytkQ_ ,eVlfzY31Z-Shliwc,8,Q25xnLxcri6PsZGDtz_EbgnMqast0xVG,'FN
7_7
2x4
2-7-7
2-7-7
i
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (too) bdefl L/d PLATES GRIP
TCTL 20.0 Plate Grip DOL. 1.25 TC 0,10 Vert(-L) -0,00 3-6 >999 360 MI-20 244/190
TCDL 10,0 LUmber DOL 1,25 BC 010 Vert(CT) -000 3-6 >999 180
BCLIi. 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC201711'PI2014 Matrix -MP Wind(LL) 0,00 3-6 >999 240 Weight: 8 IN FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 2-7-7
oc purlins.
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, (Ib/size)
1 = 102/0-3-12 (min. 0-1-8)
2 = 68/M(-,,chanical
3 = 34/Mechanical
Max Horz
1 51(LC 12)
Max Uplift
1 = 14(LC 12)
2 = 46(LC 12)
Max Gros
1 = 102(LC 1)
2 = 68(LC 1)
3 = 48(LC 3)
FORCES. (IN)
Max Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-101 Vuft= 1 50rnph (3-second gust)
Vasd=-1,16mph, I-CDL=5,Opsf: BCDL=5 Opsf: ri=15fh
Cat, It; Exp C; 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
members and forces & MWFRS for reactions
shown; Lumber DOL,1.60 plate grip DOL=1.60
2) This truss has been designed for a 10,0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical contraction (by others) of
1"v v, Z" q— I" W*'? or5' 1-1, 1, "n of . i" i, N "r' v v!"" 'M4 nj I
1 1[' q S .11".1 3, D'W" V- 'w' 'r"i , k", T1 al sr 01t' n", V 1 1 WI
r 3;tl te'
f
R i g F to '4 C i 9 i rtd r 0"'
4 rA W q- -1 1 W14 v W 3 A'A"
flAc401HPI, hoh-'l l".h3IN
Job 'Truss Truss Type
iWRCSG4[)B9 C,13D colfler Jack
At Roof I russes, Fort Pierce, Fl_ 34946, design" corn
LOADING (psf) SPACING- 2-0-0
VCLL 20,01 Plate Grip DOL 1,25
TCDL 10,0 Lumber DOL 1,25
BCLL 00 Rep Stress Incr YES
BCLL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-9
oc puffins.
HOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
i MiTek recommends that Stabilizers and
required cross bracing be installed during truss
1 erection, in accordance with Stabilizer
Installatior guide.
REACTIONS. (lb/size)
1 109/0-3-8 (min, 0-1-8)
3 = 72/Mectianical
4 = 44/Mechanical
Max Tior-z
1 = 57(LC 12)
Max Uplift
1 = 21 (LC 12)
3 = 30(LC 12)
4 14(LC 12)
Max Grav
1 109([-C 1)
3 72(LC 1)
4 44(1-C 1)
FORCES. (1b)
Max. Comp./Max. Ten, - All forces 250 (1b) or less
except when shown.
NOTES-
1) Wind; ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph, TCDL=5,Opsf, BCDL-5.0psf, h=25ft,
Cat, 11; Exp C, EncT, GCpv=0.18: MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
and tight exposed , end vertical left exposed,C-C for
members and forces & MWFRS for reactions
shown; Lumber 0OL=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.
i Qty I Ply
A0036314
2
Job Reference (optional}
Rijn 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 09 18 31 2018 Page 1
ID zfz9iVZDx8?UytkQeVlfzY31 Z-xtrl(IU?2pO3cz5Bzg7NopQQBOeyDWp4k5XIUCJzG_FM
1-8-15 2-7-9
1-8-15 0-10-9
CSL DEFL.
TC 0,06 Vert(LL)
BC 0,02 Vert(Cl)
WB 000 Horz(CT)
Matrix -MP Wind(LIT)
2-7-9
0-10-9
in
0,00
0.00
0.00
0,00
4
5
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 21
lb uplift at joint 1, 30 lb uplift at joint 3 and 14 lb
uplift at joint 4,
LOAD CASE(S)
Standard
bdefi Lid PLATES GRIP
999 360 M T20 244/190
999 180
n/a n/a
999 240 Weight: 8 Ib FT = 10%
W"', 1.-, - i, ` IJ U'3 i t P I, 'A, !iW cl;41 9 ',t iz r: ii o- 4 tIAX' - " 0, , . " " a,,, . 11, ', JR' 11 11 n, n F i 14 I,, dc,'-, 11 t,d e ii,, 'R . ,
W!" „Ft W "al, M, )"n" "I'l q,,." 1-1- 10 N r t JA1, !1, Yl ", lep I, "r, 1 P ANi Wo 1011- WlAiN
T , t 6,w il 1, 4"" ON 'N, Ors419 eYt WO q, ,OW,v W 4— Iq n 1, nP10 I 1 , ot
Pv 4451 rt une rive,
1" Nq, i,A Vo T, I, a 'Pa" I, Hot V W., i, , W"i n" I
ph, V ?D I t Ad bof I hab m 1 1 cdo 111 F I, K"o f 11, t vk ume, iii le " , P, of I ted, Ih,,l if, . I rl,, w., 11 , oe A, t Rw I . ,, Wt,",3 I I ,,b V P
Job Trus
WRC SC 4D(33 _ iCJF1Fs jCorn rT1Ypk _.
iCry _ iply 51.. .A003637ace
Job Reference (optional)
Al Roof T uusses, Fort Pierce, FL 34946, design er auwss Gon1 - [Run: 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi fek Industries, Inc_ Wed May 16 09.18 31 2018 Page 7
IDzfz9iVZDxfi?UytkQ___eVlfzY31Z-xtrdU?2pO3ez5Bzg7NopQQ65ewlWp4k5XIUCJzG FM
1-0-0 2 11 11 -
1-0-0 - - 2-11-11
LOADING (pso
TCLL 20.0
TCDL 10.0
BCI-L 0-0
BCDL 10.0
2x4
SPACING-2-0-0 CSL
Plate Grip DOL 1.25 TC 0,14
Lumber DOL. 1.25 FIG 0 14
Rep Stress Incr YES WEI 0.00
Code FBC2017(TP12014 i Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
B OT CHORD 2x4 SP No.2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 2-11-11 oc
puriins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MIT'
ek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 3 =
70iMechanical 2 =
18710-8-0 (min_ 0-1-€3) 4 =
36fMechanical Max
Horz 2 -
74(LC 12) Max
Uplift 3 =
44(LC 12) 2 =
80(LC H) 4 -
31 (LC 9) Max
Grav 3 =
70(L.0 1) 2 =
187(LC 1) 4 -
52(LC 3) FORCES. (
lb) Max_
Comp./Max, Teri. - All forces 250 (ib) or less except
when shown_ NOTES-
1)
Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vas&
l 16mph, TCDL=5.0psf; BCDL-5.Opsf; h-,15ft, Cat.
II; Exp C; Encl., GCpi=0.1&; 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 DQL-1_60 plate
grip DQL-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 toad 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 2-
11-11 2-
11-11 DEFL.
in (loc) Vert(
LL) 0.01 4-7 Vert(
CT) -0.01 4-7 Horr(
CT) -0.00 3 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 44 Ib
uplift at joint 3, 80 lb uplift at joint 2 and 31 lb uplift
at joint 4_ deft
L.Id PLATES GRIP 999
240 MT20 244f190 999
180 n(
a n(a Weight
11 lb FT - 10°l ve
uy Xa,rtl.4+Are. :e=Ik`5 Ut 9,\r"01It.G.kr1; NIr a t RV t,•.1t AYI.'e8,;._i1,4cA +e:it"x'i, toc.e,Saari-_ npax. "s ', p '` wile I! ....ry CC+,u #, lei 4.xe `.J:.ex 3d.:, vt.0 vt, ifs1 Mt-f I } t.
i i N i 3 In i ;, t@ F ) +j S F }! 1.i met { J( d 0. 3 E7 E d dl th ,tom
t t {w ro ie & is ¢ + _# t M Rt R! d a d f N 6. i p i 9 F tYp f
i. :. B Y, et Y P e., 9 r
S1 F2 t.«NE a z 3asa `f3 dreu x,i,.• § .:. E a ge. I ,?gae a (fii t i°a e ,s0t Et r,I r=t
01'e, .2-3d5 fmssi.a.
fiem,t IRol ltRstiat Who, F;_
Job Truss Truss Type City _ Ply
A0036376',
WRCSG4D89 `=GJ5 .Corner Jack 5 1
I I i Job Reference (optional)
At Root Trusses, Foil Pierce, FL 34946, deslc3n@a1truss corn Run8.120 s Nov 12 2017 Print. 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 091832 2018 Page 1 ID:zfz9iVZDx8?UytkQ__
eVlfzY31 Z-P3Pg 1 q?haiCVaFm9Equl LezE91 DV FGJtKBV21lzG___ FL 1-0-0
4-11-11 _. 1-0-0
4-11-11 I LOADING(psf)
SPACING-
2-0-0 TOLL 20.0
Plate Grip DOL 1.25 TCDL 0.0
Lumber DOL 125 BCLL 0.0
Rep Stress incr YES BCDL 0.0
Code FBC2017/1-PI2014 LUMBER - TOP CHORD
2x4
SP No_2 BOT CHORD 2x4
SP No.2 BRACING- TOPCHORD Structural
wood
sheathing
directly applied or 4-11-11 oc purlins. BOTCHORD
Rigid ceiling
directly
applied or, 10-0-0 no bracing. MiTek recommends that
Stabilizers and required cross bracing
be installed during truss erection, in accordance
with Stabilizer Installation guide._ REACTIONS.
lb/size)
3 = 127/Mechanical
2 - 263/0-
8-0 (min. 0-1-8) 4 - 64/Mechanical
Max Herz 2 -
113(LC
12) Max Uplift 3 -
81(LC
12) 2 = 62(LC
12) Max Grav 3 =
127(LC
1) 2 = 263(LC
1) 4 = 90(LC
3) FORCES. (lb) Max_
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown.
NOTES- 1) Wind:
ASCE
7-10; Vult=150mph (3-second gust) Vasil=116mph; TCDL=
5.Opsf; BCDL- 5.0psf; h=15ft; Cat. 11; Exp
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) This truss
has been designed for a 10.0 psf bottom chord Live
load nonconcurrent with any other live loads_ 3) °
This truss
3as been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
C 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 2x4 - 4-11-
11
4-11 11
CSL DEFL. in
TC 0,38
Vert(LL) 0.02 BC 0.34
Vert(CT) 0.06 WB 0 00
Horz(CT) 0,00 Matrix -MP Wlnd(
LL) 0,05 LOAD CASE(S)
Standard too) 11defl
Ltd
PLATES GRIP 4-7 999
360 M 120 2441190 4-7 999
180 3 n/a
nta 4-7 999
240 Weight: 17 Ib FT = 10% rt R { rt :
t
Fj i. i t - tE t6R tM A 4 h it f !,I I: M1 #( 1 ;£ jai J v y 1 .L i el u. tl .cx if£ 4 To AiN t rC
9 -0 )9 li t' a p.. R .
I}
k fM hi .4 N t p , . d { NC
t m.>1
sal d
16
y+ €
M m t)t 3 R A
F IE t F " ' I r to Nt C 7 §it i "IIt & =B f k @ 7N 4 i t'+ j '.. i t 4 k rt . Fz` NL € 5.,V
l `. 11,1 £lC R yr'l E t- t£ts)( t tx Et M. t: N 19 '$ 4 " `l: "p roe ,r £<tecfE
ea.wk1i cp nghIC)N4A
16,11ia.- Whmt_ l0a JY:P.E. Re ae.,ri,€,.ler, ap caant,.noaq;a u.. is pregi6itea'x,t...,hzwri7?engtrm=zsias `emt lholf.... t d.hrr, 14,,,&;Fi 80083 4451 C
h
Jot) _ Truss Truss Type )Qt _ PI _ Y Y
WRCSG4D0A0036377 , '
S9 CJSACornerJack1 1 '.' Job
Reference (optional) Al
Roof Trusses, Fort Pierce, FL 34946, design@al truss coin Run_ 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc_ Wed Ma16 09 18 32 2018 Rage 1 iDzfz9iVZDx8?UytkQ____eVItzY31Z-P3Pg1gvhaiCVaFm9EqutLezf 61DVFGJtKBV21lzG FL 4-7-
7 4-7-
7 i 1
Cf)
131
3
3x4
4-
7-
7 4-7-
7 LOADING(psf)
SPACING- 2-0-0 CSL DEFL. in too) Itdefl Ltd PLATES GRIP TCLL 20,
0 Plate Grip DOL 125 TC 0,38 Vert(LL) 0.02 3-6 999 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0,34 Vert(CT) 0.05 3-6 999 180 BCLL 0,
0 Rep Stress Incr YES WB 0,00 Horz(Cr f) 0.01 2 nla nla BCDL 10.
0 Code FBC2017fFP12014 Matrix -MP Wind(-L) 0,04 3-6 999 240 Weight: 15 lb FT = 10% LUMBER- TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 BRACING- LOAD
CASE(S) TOP CHORD
Standard Structural wood
sheathing directly applied or 4-7-7 oc puriins-
BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc bracing. I MlTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Iblsize)
1 - 18210-
3-12 min- 0-1-8) 2 = 1231Mechanicai
3 - 60(
Mechanical Max Harz
1 r
91(LC 12) Max Uplift
1 = 29(
t_C 12) 2 = 81(
LC 12) Max Grav
1 - 182(
LC 1) 2 - 123(
LC 1) 3 = 86(
LC 3) FORCES, (Ib)
Max. Comp,/
Max. Ten. - All forces 250 (Ib) or less except when
shown. NOTES- 1)
Wind:
ASCE 7-10, Vint-150mph (3-second gust) Vasd=116mph„
TCDL=S.Opsf; BCDL=5,Opsf; h=15ft; Cat- 11,
Exp C; Encl., GCpi=CL18; 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
DOt-=1.60 plate grip DOL=1-60 2) This
truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
3) ` This
truss has been designed for a live load of 20.0psf
on the bottom chord In all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members_ 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of u q
10 t 2 iq o r PIAIINII taed q, rg lb 1
f h§r,SY t6 'k ON,. i E
4 fE K tt r- N tC R i't b S i fi t 4& 5 1, -,
rt
xO k _ sad. lF .
y. fin. e A aThatw." r `. Asa a, r_
ua a ire r,a u,., ixi. rs,+ a,ieaee ...s aar.r, 1. ,p r..re _.,.lxc e«.a, .r:r i i 4151 t u:rin i3iu, wi r, riic,, rr
4945 es hi „i ,
7€,ai &e.f 2,,.azer knvb,n (_Fair6n IN r.E. R.a a0lFe of iEss :.mant ai.la=r<is i'-1 eeer Artt, aY i. 7p 6o ift, P.k. q t figokhatvnlgix i.ke, st msva:,=rc i3ls
Jab Truss Truss Type Qty Ply I
a0036378'
WRCSG4DB9 CJ5D iCORNERJACK 12 1
Job Reference (optional)
u ai Roof Trisses, Fort Pierce, FL 34946, design t@a 1 truss .corn Run- 8-120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek industries, Inc Wed Map 16 09:1833 2018 Palle 1
ID zfz9iVZDx8?UytkQ-_eVlfzY31Z-tGy3FAOJLOKMCOKMnYPGurVSi=Rbt_jZOZrEbfiCzGFK
i
1-8- 15 4' 7 9
1 8 15 2-10-10
LOADING (psf) SPACING- 2-0-0 CSE. DEFL,
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL)
TCDL 10,0 Lumber DOL 125 BC 0.14 Vert(CT)
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT)
BCDL 10.0 Code FBC2017tTP12014 Matrix -MP Wind(LL)
LUMBER -
TOP CHORD 2x6 SP No_2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 4-7-9 oc
puriins. SOT
CHORD Rigid
ceiling directly applied or 10-0-0 no bracing. MlTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 1 =
18710-3-8 (min, 0-1-8) 3 -
138t10echanical 4 -
451Mechanical Max
Horz 1 =
98(LC 12) Max
Uplift 1 =
35(LC 12) 3 -
79(LC 12) 4 =
3(LC 12) Max
Grav 1 =
187(LC 1) 3 =
138(LC 1) 4
54(LC 3) FORCES. (
lb Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when hewn. NOTES-
1)
Wind: ASCE= 7-10, Vint=150mph (3-second gust) Vasd=
116mph, TCDL=5.0psf, BCDL -5.0psf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed,C-C for members
and'orces & 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 gird,sr(s) for truss to truss connections. in
loc) Ildefi Lid 0.
01 7 999 360 0.
02 7 999 180 0.
01 4 nta n(a 0.
02 7 999 240 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 35 lb
uplift at joint 1, 79 Ib uplift at joint 3 and 3 lb uplift
at joint 4. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
17 lb FT = 10°t sra
xg rd43E Ii ew .es-q i tc (3; :3"i#. I! fe,pk, iittdi n. s, i. ,: rk d;['::kc ,z--,a. u,9r :4, t.>ovens&d-a€an rz xi,. ,..1 yskx.tf .'.,ws ,t oft" t-.oi, t, r,—t.G sxr l"n,"o-,'Ws# 1,In t At
n S: iT 4"i I.is Ilk 6 Y ( t 4 4 k D4 t! mi I eq, F rc 14, hs 1 h RvfMN "T d i... i a' 0t i' 01 ! d
C t Crt -. ip s€, Pik w) p '>'t d a4 R 4a t k ( a ( Nit P r4et4 A tf kl2 ig in d 4, o SI i p t t , ,t fht, IN !
R i 1 d I8 € W'; p ,' VV 1. s{ SU :i t`P.?Y $ P) t t'p.Q t c¢3fie # 9= z, `iFi qk )e.g A, at Qy ,A Eix..a. ret. C i1v E
it7:FtfiAz t}.M3.taxat'"g t+d tot irn x_, IL-t: .e s+,yxet _fiU xisi&'¢, 3yei a.,.vr»teetP,.,+v7J,'ca L1 ,.s-, K.. a4.vttr„Pi' 3ti at.
PgM
aJ2-.17;aJE>ti tsnsui Aatsaat'?_1-1,4111PI-Rrnado,-,`ih,vumee 4Ranf?r"mAalhenyi-lamWFp.E.
Job _ 'Truss TrusiTypc 'Qty ply
A00363791
I WRCSG4D[39 iw5p Comer Jack 12 1 !
yy
ference (optional)
gt ASRoofTnisses, Fort Pierce, Fir, 34946, dP,sgr(alaltruSS`:om Run zfz9iV7Dx8nUytkQ_, ,
eVlfzY317 PGy iIn dustries, I70ZrEbHCzGF K
1-0-
0 4-11-11 1-0-
0 _ 4-11-11 2x4 , 4-
11-
11 4-11-
11 Plate Offsets (
X,Y)-- [2 0-4 5,Ci 0-4] LOADING(psf)
SPACING- 2-0-0 1 CSL DEFL. in too) Well Lld PLATES GRIP TOLL 20.
0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.12 4-7 511 240 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 1 BC OA8 i Vert(CT) 0.10 4-7 600 180 BCLL 0.
0 Rep Stress Incr YES i WB 0.00 Horz(CT) 0.00 3 nla nla BCDL 10.
0 Code FBC20171TP12014 Matrix -MP Weight_ 17 lb FT = 10 LUMBER - TOP
CHORD
2x4 SP No_2 BOT CHORD
2x4 SP N0.2 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 4-11-11 oc purlins.
BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. MiTek recommends
that Stabilizers and j required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS_ (lb/
size) 3 - 1271Mechanical
2 = 26310-
8-0 (n in. 0-1-8) 4 - 64/
Mechanical Max Herz
2 = 113(
LC 12) Max Uplift
3 = 81(
LC 12) 2 = 105(
t_C S) 4 = 52(
LC 9) Max Grav
3 = 127(
LC 1) 2 = 263(
LC 1) 4 = 90(
LC 3) FORCES. (€b)
Max. Comp./
Max. Ten. - All forces 250 (Ib) or less except when
shown. NOTES- 1)
Wind_
ASCE 7-10; Vint-150roph (3-second gust) Vasd=116mph;
TCDL=5.Opsf, BCDL=5.Opsf, h-15ft, Cat. It
Exp C; Encl., GCpi=0.18; MWFRS envelope) and
C-C Exterior(2) zone; cantilever left and right
exposed , end vertical left exposed, porch left exposed;
C-C for members and forces & MWFRS for
reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60 2) This
truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads_
3) ' This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the 5) Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 81 to uplift
at joint 3, 105 Ib uplift at joint 2 and 52 lb uplift at
joint 4. LOAD CASE(
S) Standard Yre
s
r$Biarst Nre ENt .. rro tx d, IR :1 P5~ tk ,8-P;:. iilkUsi q, ,1 „lUF I' 41, k;:M(4'I.ue ?cdr 3r s jmxa_tbi azf i,v „e Cry- ., t ^} v,:eeY;akeef f t,. lk ie.,.t Shea .. :. ts,,.vnN-w ,f ttat.droN Q,, ,ter vI # J
7 N i'
9 &k s5 € ni; E U F) 9 tct ti dY 4 .9 Rr IRtI d 9 fR C M1R C- A i F ttk! S
E W' Dll it Ft St 1Siq ! i" B y +E " 'f b 9 lE i h2 e,Pe z3 tt,.e sK N, s„ ii,r:+1t ,Vi*e;K mY. 4S C ,_
tff E v 4 b"d h t'
pgl:01,14 A' k;t< i, in e. A,k"y;. 10'r, lil.'. 1_ F"miio-a.ffiiiMv-1, r1c {n . . p.rk;leQ M,ffi„m tAr a;>tt,^r pe iniiic,:;:osiA 1 `socy lrescel k +Gci+t. ina;<e,c, y.#.
Job Ill' _ Truss Truss Type iCty j Ply
A0036380:
i WRCSG4DB9 Doi Common Supported Gable 1 9 a
Job Reference (optional)
Al Roof Trusses. Fort Pierce FL 34946, desdi-C(?a Wriss. com Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek industries, Inc Wed May l6 09 18 34 2018 Page 1
ID zfz9iVZDxa?UytkQ_eV lfzY31 Z-1_S W RS W 1 x5JS DgYvYL FwVQ32e2rzG1AgAn V_9pezG__FJ 1-
0-0 I-0 0 14-0-0 15-0-0_i 1-
0-0 7 0 0 _ 7-0-0 1-0-0 4x4
w
3x4 -
14 13 12 11 10 3x4 =. 14-
0-0 14-
0-0 LOADING (
psf) SPACING- 2-0-0 CSL DEFL. in too) I/deft L(d i PLATES GRIP TCLL
20_0 Plate Grip DOL 1,25 TC 0,10 Vert(LL) 0.00 8 mir 90 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 0.06 Ver1(CT) 0,00 9 nlr 80 BCLL
0.0 Rep Stress Iner YES WB 0,06 Horz(CT) O.00 8 n?a nla BCDL
10.0 Code FBC2017I P12014 Matrix-S Weight E31 lb FT -= 10% LUMBER -
TOP
CHORD 2x4 SF No.2 BOT
CHORD 2x4 SP No.2 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purlins. 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 bearings 14-0-0. to) -
Max Harz 2= -
59(LC 17) Max
Uplift All
uplift 100 lb or less at joint(s) 2,
8, 13, 14, 11. 10 Max
Grav All
reactions 250 lb or less at joint(
s) 2, 8, 12, 13, 14, 11, 10 FORCES. (
Ib) 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: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
116mph, TCDL=5.Opsf, BCDL=S.Opsf; h=1511; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Extenor(2) zone; cantilever left and
right exposed ;(,,nd vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL==1.60 3)
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
perANSl1TPt 1, 4)
All plates are 1.5x4 MT20 unless otherwise indicated.
5)
Gable requires continuous bottom chord bearing_ 6)
Gable studs spaced at 2-0-0 oc. 7)
This truss has been designed for a 10,0 psf 8) `
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chard and any other members. 9)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib
uplift at joint(s) 2, 8, 13, 14. 11, 10. 10)
Beveled plate or shim required to provide full bearing
surface with truss chord at joints) 2. LOAD
CASE(S) Standard
i =+
3; Ps:4x 9 ,o t ,. : i 1€ 1, . ...} %!gi.'rk` Y, 6 ,A . = i:U C2 fi` , ;:<1-fie z x #r 34 i+i e W`st. ', a^S:t €,.kl nr , t3 fie, s l,xn a[ Fx} ,k 1Mni. •gala i 2 t !dt t -, ... x x ,f Ckfl f` vE . r
r rim ra a s s . s s ei " v a. i s _ r xs n r' p r z: f, ,, _ t RE t
F 1K3a #
L bllj 5 C U' 6 e .> tt,s...Il i-:. 4
l I4 i t*
ei i >A' xs S, T, s.'w (+h x'iF ki ,itt .Petsn4;xx P
CtoEA9a:'2°t€'-ecu'(iaae i.kc•cd+3-a+ariF.htl ,antrl :., arvi» :«-sAib.'sdm i,cr_i>rexF t
iJob 'Truss ''Truss Type IQty IPly -
WRGSG4D69 _. ID02 COMMON 11 _ ..'Job Reference (optional)
A00363S1i
F11 Roof Frusses Fort Pierce FL 34946, deli_ n cpa1 truss corn Rua 8 120 s Nov 12 2017 Print 8 120 s Nov 12 201 7 MiTek Industries Inc. Wed MaYy 16 09 18 35 2018 Page. 1
ID. UumEBPzQXokuwJ2P5W?E2TyuP1 h-pe4pfs2Zsda4RiUkvyRkzGbguFBIScCJ09jit 4zG_FI
1-0-0 7-0-0 7-7-4 9-6-0 11 6 0
t
13-7 12
1-0-0 7-0-0 0-7-4 1 10 12 2-0-0 2-1-12
Dead Load Dell = 1f16 in
5.5011 2
n _ fit a .1 ... _.
4
3x4 3x4 -:-
7-0-0 13-7-12
700 6-712
Plate Offsets (X,Y)-- 2 0 2 0 Edge], j4:0-0-0,0-0 10]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,67 Vert(LL) 0.08 5-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,54 Vert(CT) 0,16 5-14 999 180
BCl.L 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 nla nla-
Bt;DL 10.0 Cade FBC2017 TPl2Cl14 Matrix -MS Wind(LL) 0A0 5-14 999 240 Weight; 68 1b FT = 10°fo
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 4-11-7
oc puffins. Except:
5-5-0 oc bracing: 3-4
BOT CHORD
Rigid ceiling directly applied or 8-6-0 oc bracing.
MiTek recommends that Stabilizers and
required crass bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide._
REACTIONS, (lb/size)
2 = 608/0-8-0 (min. 0-1-8)
4 - 544/0-3-12 (min, 0-1-8)
Max Herz
2 = 71(LC 12)
Max Uplift
2 = 1 53(LC 12)
4 = 124(LC 13)
Max Grav
2 - 608(t-C 1)
4 - 544(LC 1)
FORCES, (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-8051528, 3-4=-810i530
BOT CHORD
2-5=-3521663, 4-5= 352/663
WEBS
3-5=-211315
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph: TCDL-5.0psf, BCD[-=S.Opsf, h=15ft,
Cat. 11; Exp C' Encl., GCpi=0.18, MWFRS
envelope) and C-C Extenor(2) zone, cantilever left
and right exposed ; end vertical left exposed,C-C for
members and forces & MWFRS for reactions
shown, Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads_
6) ' This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where,
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Ot=lb) 2=153, 4=124.
8) Graphical pudin representation does not depict
the size or the orientation of the purlin along the
top and/or bottom chord.
LOAD CASE(S)
Standard
IIt m`4 ii,s,e i, e.ga s b i,,, c' s`$t,`A"a.5i,., Nrk7 IV111.4 J'!A V, ( :0, 4';3.taIR x trG;st , r.. I,i. ate'."" nx J, W €i ievxt A!4,. ctx ..,
F pe 4 !i tYl R !1 t i 9 !1 1' F d 4 w q tttl le, q e¢ N 4 N p ; t m !6'
4 ^E t i k il 114 r N Iv 6 d 1 i h- f 11, if n .i VA 2 E f. }t1, 0", A i" ill,g (t d f 1 --
ot"Wa 11 " A;. Wrw r, 1M V V ofta P v` t '.1-1 41 a S t b '. t s .ci;n, -ln?• Pat< 3 e.+ an,i ,e e.
j41 y t ,i t r5I Vj
p i F11 Fl s4i44 a,
t, c5 a.• tuff d I &u€t tt>,es roiun I Ii t`' !I. F.E. krp, ntur _cu vl tPs as mrn >r.,o . uP. nE kiseu v„ ktur t4x e_ i7ro pa m ssisnl em A For{ 1 es,s ao Wre f lsti+ko ,t, R...
WRCSC,4DB9 D03 Half His
Al Roof Trusses, truss corn
1-0-01 _ 8 5-10
1-0-0 ' 8-5-10
Cry Ply
A00363821
Job Reference (optional)
s Nov 12 2017 Print 8-120 s Nov 12 2017 MiTek Industries Inc- Wed May 16 09 18 35 2018 Page 1
ID zfz.9iVZDx8? UytkQ_e V IfzY31 Z-pe4pfs2Zsda4 Ri U kvyRkzGbfyF9vS V V J09ji L4zG_FI 9-
7-4 13-7-12 1
1 10 4-0-8 6x6
3x4 ,
Dead
Load Defl. = 3t16 in 3x4
rr 1.5x4 II 4x4 - H `
10 13 7-12 8-
5-10 5-2-2 Plate
Offsets (X,Y)-- 2:0 1-1,Edge], [4:0 2 0,0-2 9j, j6 0-2 0.0 2 8] LOADING (
psf) SPACING- 2 0 0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0,73 Ved(LL) 0,13 7-10 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 0,68 Ved(CT) 0,30 7-10 534 180 BCLL.
0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 6 nta rile BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,20 7-10 794 240 Weight: 64 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 4-5-2 oc
purling, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 6-7-14 oc bracing. MITek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 2 -
602/0-8-0 (min. 0-1-8) 6 =
538/0-3-12 (min.0-1-8) Max
Harz 2 =
207(LC 12) Max
Uplift 2 -
143(LC 12) 6 -
141(LC 9) Max
Grav 2-
602(LC 1) 6 -
538(LC 1) FORCES. (
lb) Max.
Comp./Max_ Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-700/324 BOT
CHORD 2-
7=-460/559, 6-7= 460/559 WEBS
3-
6=-711 /591, 3-7=0/337 NOTES-
1)
Unbalanced roof live loads have been considered for
this design_ 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116rnph, TCDL-5.0psh BCDL=S.opsf, h=15ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed,C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water 5) °
This truss has been designed for a live load of
20.opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib
uplift at joint(s) except (jt=lb) 2=143, 6=141, LOAD
CASE(S) Standard
ire;
7"tae 9ae,tr!*,.+.xm tx Et (l 'O k.it ,,.i:i i40N B,;Isfl."."-.:k sIIT!`o,"I""AI In. ,t ttii i+i asirzs atd «roSaJs ix " r,", e2It, .drr `..ed ! ie'f« km .r. . nle, ott, .,e 10aa S¢it1 xcet¢yee
dz(;-:,ed ter rel Uae,§64 ds-.I nge au we .l-w t s ce a m.'._n 1AtEti. ssw'asr .'i-:rs zYlrtrs 1. d,ti .V' a,txaak ,, 1,"'.w. 4 T
6 F o n to §b 1 e f 1 t4 F P # t ON rz sd , s 0ta d h4 e, 0 ,1 kt t
r. a^ z: 1+1 i !i p ;l A 4 i0 4 P i 4 a iN kGhw I, M ':€Sill F 3.6 It I se. e Natit ,w¢4t { pR3x,e
l""a t , 11 o-u 1x41a x; 9, h v,,e , w. d III .x.ii= aq-I14k1 iIvj trfly., far;sigpi,`'°„fd
h Hec Lt x. AtttAsep i_iprGt iilnL AettoBat i ol!cr>io¢•neN„r, cny! rc;, nittohittiieJ .ilb..,t €hear"cit p^nn:utpea m ki 8aut,muet k.ttrarrtimeol!l,9.,-
Job i Truss i Truss Type Qty _ Ply _
1 WRCSG4Dd9 I D04 j tialf Hip 1 1
A4036383
Job Reference. (optional)
f
jAlRoofTrusses, Fort Pierce, E L `i4946, desig n v?at tntss coin - Run_ & 120 s Nov 12 201 7 I nn€ 8 120 s Nov 12 2017 MiTek Industries, Inc. Wed May 16 09 16 36 2016 Page 1
ID:zfz9iVZDx8?Uytkil eVlfzY31Z-tireStC3Bdxix3s3xTgzzWU7g7fvMBykTFpTFtjWzG FH
1-0 0 8-5-10 11 7-4 13-7-12 ;
1 -008-5-10 3 1 10 m0 8 3x4 -_ 1.
5x4 it 3x4 1
5x4 I 6x6 8-5-
10 13 7 12 8-5-
10 5-2-9 Plate Offsets (
X,Y)-- t2 0 1 1 Edge], 14.0 7 0,0-2-9] LOADING(psf)
SPACING- 2-0-0 CSI. DEFL, TCLt_ 20.
0 Plate Grip DOL 1.25 TC 0 77 Vert(LL) TCDL 10
0 Lumber DOL 1,25 i BC O 66 Ved(CT) BCLL 0.
0 Rep Stress Incr YES WB 0.55 Horz(CT) BCDL 10.
0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 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 4-11-7 oc purlins,
except end verticals. BOT CHORD
Rigid ceiling
directly applied or 6-7-3 oc bracing. MiTek reconunends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. b/
size) 2 = 602/
0-8-0 (min.0-1-8) 6 = 538/
0-3-12 (min.0-1-8) Max Harz
2 - 247(
LC 12) Max Uplift
2 - 135(
LC 12) 6 - 175fLC
12) Max Grav
2 - 602(
LC 1) 6 - 538(
LC 1) FORCES. (Ib)
Max. Comp./
Max- Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
685/276 BOT CHORD
2-7=-
486/564, 6-7=-486/564 WEBS 3-
6--
713/615, 3-7=0/336 NOTES- 1)
Unbalanced
roof live Loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116rnph;
TCDL=S.Opsf; BCDL=5.0psf; h=15ft; Cat. It;
EXT, C; Ertel, GCpi=0.18; MWFRS envelope) and
C-C Exterior(2) zone, cantilever left and right
exposed ; end vertical left exposed ;C-C for members and
forces & MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL-1.60 3) Provide
adequate drainage to prevent water Dead Load
Dell, = 3,116 in n 1oc)
deft Lld PLATES GRIP 0.12
7-10 999 360 MT20 244/190 0.30
7-10 544 180 0.01
6 n/a n/a 0,20
7-10 823 240 Weight: 66 lb FT = 10% 5) ` This
truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6) Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb Uplift
at joint(s) except (jt=lb) 2=135, 6=175_ LOAD CASE(
S) Standard Y:
atet
Ptas tNre.gvrr.roId. . ).n4 ta_!tEitS o, t
Y 7 *p d! 9 "W IN !4S j d S 1 M 'L A t 4 M is I EB tf '1 f 1 r t
a ? +' m t( i P t Jt..ai a € IE qt f t t N tI r i9 #SR t 1. If Y:= t[e , t .o., tt 1 ,a, qtv , S. ,t.0 Gibif. h RfetiPilY6k3th11!1"1 ,e1 t§.: 4A..L tl_ !)i, 411' _j s.t 1IJ +_1 e . .a.1kt E'lilI o team
ltltdl%ec,l.ntse laihon t.l n6o lk F_f.kerodrow,ulpuAmwiit ran tors ua.o, 6d'dw RK'r t§t at ices T.)34.} lid R,,,I1- w Arl=oty 1. tanFo it F.{. Y Pt I fr' - :
Job ` - - Truss Truss Type Qty ply i
1 A0036384:i
WRCSG4D69 E03 j Half Hip GirderJob eference tohOe7ONUC2hg8BediRoofTrusses, Fort farce FL 34946, design( aftruss corn Ron Printa i
lD zfz9iVZDx8 lytk17 Q eVIfzY31Z-IR1CZ4X3pOE 2gVwXycTTCpQzzG_,F G
1-0-0 i 3 0-0 6-0-0
1-0-0 3-0-0 3-0-0
4x4 = 1.5x4 ,I Dead Load Defl. = 1/16 in
I
3y, fly _. 4__
550112
T2
I i i
W1
a7 i
W1i I
2
1311
r"i 12>
e
1 5x4
5
2x4 1.5x4
0-4-0 3-0-0 6-0-0
0-4-d 2-8-0 3 0-0
Plate Offsets (X,Y)- 2 0 0 1,Edge]
LOADING (psf) SPACING- 2-0 0 CS!, DEFL, in (loc) Itdefl Lld PLATES GRIP
TCLL 20-0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.19 6 378 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0 73 Vert(CT) 0.17 6 425 180
BCLL 0.0 Rep Stress Incr No WB 0,04 Horz(CT) 0.00 2 nla nla
BCDL 10.0 Code FBC2017tTP12014 Matrix -MP Weight: 23 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0
oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss i
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 — 24310-3-8 (min. 0-1-8)
2 = 34210-3-8 (min. 0-1-8)
Max HoFz
2 = 76(LC 8)
Max Uplift
5 = 185(LC 5)
2 _ 190(LC 4)
Max Grav
5 — 247(LC 20)
2 = 342(LC 1)
FORCES. (lb)
Max_ Comp./Max- Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft,
Cat. 11, Exp C; Encl- GCpi-0,18; MWFRS
envelope), cantilever left and right exposed ; porch
left and right exposed, Lumber DOL=1.60 plate grip
DOL=1,60
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord it, all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 82 Ib down and 107 lb up at 3-0-0, and 39
lb down and 50 lb up at 5-0-12 on top chord, and
93 in down and 90 Ib up at 3-0-0, and 22 lb down
and 45 Ib up at 5-0-12 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25. Plate Increase=l 25
Uniform Loads (plf)
Vert_ 1-3=-60, 3-4=60, 5-7=-20
Concentrated Loads (lb)
Vert_ 3=-1l(B) 6=-11(B) 11=-17(B) 12=-19(B)
ri varFi ar'4w ydr,e:eena 8,t ,>S.`S;,,ei 6 5tk:FtMni.xt.Ht,`I i.,tx,R'.'3d'::.,a. i+pc%dt e,.y nis€a,r...ade ,1,,:-x.,t,,y >vyC{Ye*a^..tacri:& it deli,rct`,k e, .a .,,.s_,ieularw JF.u
Al F ,W 6 3 t t i } N'. 5 eR D1, R 4li t q to !irt `Bf { k i6 n I 4 r q> S d,t'
t
7'A to l R i o" 6 t 4 t t E re 1 S Y F li € i i i q. § o € 1 fix ,. S k x y 5c 4A E At { a H
F E D. ea e t Rs.Y t t i #f x &lip F 0 :. t fi i-0 E1 ( 14 b f 2 1k 11 . t .,,. .s $,. s-P , Sz.F matt mI=, n. nn..+v. AI
It ,isE r < W€t,s e txaxgtst 1, 0 , ezu.a tr il. ,n,<;x of fee ,"d xl,x, ,, r r ,r a ..,'I V'. y._-ea r,, PI"I. s
i St ..CI 1C
t 31444c.ie, t, .
tag„gh,b ?SIdA1&ooflrmse uriftpi414eiH,r_I_B€r+ao;rcnceo'i#s aavmem way; `ee is p0i,h etlaik,:ut tha w 01a,r„,gym-.ia:r t>enktol.,u Avhu,y] l,eilif0p, P.t.
Job T(11Sti - Truss Type Qty - Ply
AO036385_
WRCSe4DB9 iF04 I
Halore Nip
ID
20 s Nov 12 20 ytkQ It 8 120 s Nov 1Reference (
optional)
CZ
17 MiT k Indust UN Incc Wed May 16 09 1 37 2018zG OF
At Root Trvsses, Fort Pierce, F E_3A946 design(a)attnassco n Run S 120 s Nov t? 20t7 Print & 120 s Nov 12 7t7i 7 M1.4iTc k Industries, nWed May ib 09 f 8 37 2pY& Pa e Y 1-
0-0 I 5-0-0 6-0-0 G
1-
00 500 1-0-0 3x4
4x6 c7
2x4 --
Q
4-Q 5-0-0 6-
4-0 4-8-0 Plate
Offsets (X,Y)-- I
13
0 2 0,0 2 91 j4 Edge 0-2 0j, 5 Edge.0 2 0] LOADING (
psf) SPACING- 2-0-0 CSL DEFL, TOLL
20.O Plate Grip DOL 1.25 TC 0.83 Ve t(LL) TCDL
1Q0 Lumber DOL 1,25 1 BC 0.36 Vert(CT) BOLL
0,0 Rep Stress Incr YES WB 0.00 Florz(CT) BCDL
10,0 Code FBC2017fTPl2014 Matrix -MR LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 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 j
erection, in accordance with Stabilizer Installation
guide. REACTIONS.
Ib!size) 5 =
202f0-3-8 (min.0-1-8) 2 —
326/0-3-8 (min. 0-1-8) Max
Herz_ 2 =
116(LC 12) Max
Uplift 5 —
133(LC 9) 2 =
133(LC 8) Max
Grav 5 =
202(LC 1) 2 =
326(LC 1) FORCES. (
Ib) Max.
Comp./Max. Ten. - All forces 250 (to) or less except
when shown. NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vas&
l16mph; TCDL=S.Opsf; BCDL=5.0psf, h=15ft; Cat.
II; Exp C; End_ GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed, porch left
and right exposed ;C-C for members and forces MWFRS
for reactions shown, Lumber DOL=1.60 plate
grip DOL-1-60 3)
Provide adequate drainage to prevent water pending.
4)
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 1-
2 - WV
6-
0-0 1-
0-0 in
loc) Udefl L/d 0.
07 5-9 999 240 1
5-9 999 180 0.
00 2 nla nla 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) except (jt=lb) 5=133, 2=133- LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
23 IN FT = 10% Sasret
r.ese eYe gni :xa Si. it V„ 'S;I,tX rim, A CIM114l.,'rk- i A1114,;t€(M x,s srRf 3e A roe.ei et9 rM e.U.e a-.-i:.9 zq .s y. ..!`, txh.e AR, crA It le .xa 4, . .. hi, c a+sa seta a^ Ar m r p a
Fa ss1 # t t 4 I Ft 4 i h E f s M `>! fl e+h )
t d et {
i tlf t Lh 1 k iiA i fi i.}1 P,S '4 I b¢. IM 4u & „*qkip i iq t i .. w t
a : me Cl t p 3 f e IE 4 Fd 4 r 15 I ei .. i 6 Sir; V it y ¢u tF Gt is ,n s ro e s„sz.? ._w, K ng a3 s. Yai atat x 4 4
asz e;
1' St
bI C. r ZtC,E ru sk,
Ct' ?t7 C N Cr e.; &sr< dathenp L iernb li(: L £et=ad, oveK I $I ,, ma oc,: csYfe" n p a&,Hof vl It ke y.,Ile, om+ iar" N'. A-1 R00i 1,l", Arlrc:, I loi.o ti:, @.I.
Job x Truss Truss Type City Ply
i A0036386jWRGSG4DB9fFGIFLATGIRDER114Reference (optional)
At Roof Trusses, Fort Pierce FL 34946, design(t a1tniss. corn -- Run
Job
8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries Inca Wed May 16 09 18 38 2018 Page 1
I1):zfz9iVZDx8?UytkQ eVlfzY31Z-DDmylt4R9YyffADJa5?RbvDAXS8?fganu7yMyPzG_FF
3-3-14 6-3-4 9-2-9 11-4-7 14-3-12 17-3-2 20 7-0
3-3-14 2-11-6 2-11-6 2 1 13 2-11-6 2-11-6116 3-3-14
Dead Load Deft. = 7 16 in
1x10 _i. 11.5x4 i 5x8 -i 1,5x4 II 11.5x4 11 I 4x8 -1 1.5x4 it I 4x10 =-
1 _- 4, 15 6 T2 _
7 ° _ 10
Wl
11
W2 s_yV i
n
4V3 t iN W2 W2, W$ W2 iW1I
1 , i. 61.
i°
20 19
18 17 16 15 14 13
12 11
3x4 it
402 -= 1 5x4..:' 3x4 =- 3x4 -- 5x10 MT20HS-- 402 -
3x4 Ii
O-Q-12 3-3-14 6-3-4 9 2.3_ 9- 9 11-t 7 11_- -13 14-3-12 17-3-2 20 7-0
0-0-12 3-3-14 2-11-6 - 2-10-15 0-0-7 2-1-13 0-V 2-10-15 2-11-6 3-314
Plate Offsets (X,Y)-- [4 0-4-0,0 3-0], [13 0 3-4,0-2 0), 14:0 5 O,Edgej, [18 0-5-4,0 2-0j
LOADtNG(psf} SPACING- 2-0,0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1,00 TC 0 71 Vert(LL) 0.29 15-16 835 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0,84 Vert(CT) 0,71 15-16 336 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 12 nla nla
BCDL 10.0 Code FBC2017fTP12014 Matrix MS Weight: 383 to FT = 10%
LUNIBER-
TOP CHORD 2x4 SP 240OF 2.0E
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except'
W1: 2x6 SP No.2, W2: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-9
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
19 = 4975/0-8-0 (min. 0-1-8)
12 - 4843/0-3-8 (min. 0-1-8)
Max Uplift
19 --361(LC 4)
12-338(LC 5)
Max Grav
19 = 4975(LC 1)
12 = 4843(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-19=-4692/362, 2-21=-126481948, 21-22=-126481948,
3-22--12648/948, 3-23=-12648/
948, 4-23=-12648/948, 4-24=-26073/2133, 5-24=-
26073/2133, 5-25=-26073/2133, 6-25=
2607312133. 6-26=26073/2133, 7-26=-
26073/2133, 7-27=-12620/953, 27-28=-
12620/953, 8-28=-12620/953, 8-29=-12620/953, 9-
29=-12620/953, 9-12=-45631339 BOT CHORD 18-19=-34,
918, 17-18=-1806/22051, 16-17=-1806122051, 15-16=-
2133/26073,
14-15=-1910(22424, 13-14=-1910/22424,
12-13=-68/1018 WEBS 5-16=-1307/124, 6-
15=-1286/115, 9-
13=-935/12243, 7-15- 23713862, 8-13=-
679/
8, 7-13=-10375/1012, 4-16=-346/
4257, 2-18=-964112378, 3-18=-869/
53, 4-18=9951/907 1) 4-ply truss to be connected together with 1
Od 0.131"xX) nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-
7-0 no, Bottom chords connected
as follows: 2x4 - 1 row at 0-9-
0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
Attach TC wl 1/2" diam. bolts (ASTM
A-307) in the center
of the member w/washers at 4-0-0 oc. 2)
All
loads are considered equally applied to all plies, except if noted as
front (F) or back (B) face in the LOAD CASE(S)
section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150rnph (3-second
gust) Vasd=116mph, TCDL-5.Opsf; BCDL=
5.Opsf; h=15ft; Cat. 11; Exp C;
EncL,
GCpi=0.18, MWFRS (envelope); cantilever left and right
exposed , Lumber DOL=1.60 plate
grip DOL=1.60 4) Provide adequate drainage to prevent
water pending. 5) All plates are MT20
plates unless otherwise indicated. 6) This truss has been
designed for a
10.0 psf bottom chord live load
nonconcurrent
with any other live loads. 7) ' This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a
rectangle 3-6-
0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 8) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 Ib uplift at
joints) except (jt=lb) 19=361, 12=
338. 9) Load case(s) 2, 14,
15, 16, 17, 18 has/have been modified.
Building designer must review loads to verify that they are correct
for the intended use of this truss. 10) Hanger(s) or other
connection device(s) shall be provided
sufficient to support concentrated load(s) 190 lb down
and 91 lb up at
0-3-8, 101 Ib down and 61 to
up at 1-0-0, 139
lb down and 54 Ib up at 3-0-0, 999 lb down and 316
lb up at 5-0-0, 733 to down and 187 Ib up at
7-0-0, 733 lb down and 198 Ib up at 9-0-0,
733 Ib down and 198 lb up at 11-0-0, 733 lb down and 185
Ib up at 13-0-0, 1185 Its down and 354 Ib up
at 14-10-8, and 115 Ib down and 52 Ib up at 16-10-
8, and 302 Ib down and 154 lb up at 19-0-12 on
top chord. The design/selection of such connection device(s) is the responsibility
of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=
1 .00, Plate Increase=1,00 Uniform
Loads (plf) Veit 1-2=-130, 2-
9=-170, 9-
10=-
20, 11-20=-20 Concentrated Loads (
to) Vert: 2=-190 5=-733 21=-
101 22=-139
23=-999 24=-733 25=733 26=-733 27=-1185 28=-115 29=-
302 2) Dead +
0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=
1 .00, Plate increase=1.00 Uniform Loads (plo Vert:
1-2=-
152, 2-9=-182, 9-10= 43,11-20=-20
Concentrated Leads (lb) Vert: 2=-161
5= 642 21=-
86 22=-121
23- -875 24=-642 25=-642 26=-642 27=-1039 28=-100 29=-
265 14) Dead:
Lumber Increase=0.90, Plate Increase=0.90 PIt. metal=0.
90 Uniform Loads (pit) Vert: 1-2=-160, 2-9=-
160, 9-
10= 50, 11-20=-20 Concentrated Loads (
lb) Vert: 2=-74 5---367 21=
4O 22=-69
23--502 24=-367 25=-367 26=-367 27=603 28=-56 29--
157 15) Dead +
0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(
0.6 MWFRS Wind (Neg. Ent) [..off): Lumber Increase- l_
60, Plate
Increase= 1.60 Uniform Loads (pit) Vert: 1-2==-83, 2-
9=119, 9-10=-29, 11-20=-20 Y+-
4 rx.,e 1-0, Ke ila i.
Ue,E' itk.
6.kVd;fif4SJ7:A "IT:' O:4,t Au f., :c.,y a14.
1", h e;1 c ,l:art N AM,, I t,W 1'ii&,Z, `k. e ,. Ja.i.il+t v, Ti Im r zsaa aat_4i r 4 , 01, rim Its€r i 'ea a ei v ,ram..= arc 5itiw 1 i),ia fit s,
an•,
Fha: eYa'nea,ha<aF. stet ap>a nwa „<a1 In i. tas¢,r ,e 11, N-14"., , V7 11 .i"v",.mz,iS.q ..r'M
e,rf n. r, 1a.i5 f p i: F,il't,' 31 , tl i f.95t 1rFi)Yi Apo""" [. 18401H pi, t4 p@t i> s, I
R.i i tCSSES Aofir,
K, ] 4'Fi o ill pi.
Job TypeTruss
W C G4DB9 f U1! !FLAT
Qty Ply
AOoas
GIRDER
lob Reference (optional) ,
tF3s
At Roof Trusses, Fort Pierce, FL 34946, design(5i?,a1lnrss.corn Run. 8,126 s Nov 12 2017 Prnnt- 8-120 s Nov 12 2017 MiTek Industries, Inc. Wed May 16 0918.38 2018 Page 2 ID.
zfz9iVZDx8?UytkQ_eVifzY31 Z-DDmylt4R9YyfIAr,)Jay?RbvDAXS8?fclami7yMyPzG_FF LOAD
CASE(S) Standard
16)
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Increase=
1.60, Plate Increase-1.60 Uniform
Loads (pit) Vert:
1-2=-83, 2-9--119, 9-10=-17, 11-20=-20 Concentrated
Loads (Eb) Vert:
2=62 5-105 21=42 22=34 23=177 24=97 25=
105 26=95 27-:193 28=35 29=100 17)
Dead + 0.75 Roof Live (bat.) + 0.'75 Attic Floor,fr 0.
75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber
Increase-1,60, Plate increase=1 60 Uniform
Loads (plf) Vert:
1-2=-83, 2-9=-119, 9-10=-29, 11-20=-20 Concentrated
Loads (lb) Vert:
2=62 5-105 21=42 22=34 23=177 24=97 25=
105 26=95 27=193 28=35 29=100 18)
Dead + 0.75 Roof Live (hot,) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. int) 2nd Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (pit) Vert:
1-2=-83, 2-9=-119, 9-10=-17, 11-20=-20 Concentrated
Loads (Ib) Vert:
2=62 5=105 21=42 22=34 23=177 24=97 25-
105 26=95 27=193 28=35 29=100 Airi
pY =
y tA{ it 4 4 j k@ Cb1 ftkM1 tit .:k Y 44 &iK i i p 9.tiN G 'ry —o ! itlol ![ rot,:`@ R F MI
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at
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fi bl t6k1 le,twir e "I . ..... 11 pliliv,ti Wktl, } d P ft l, uar sz t6, s k;'i, .c,4 si' . e, Mt,aFpa:k .a ctc*xeclwt .rt"'pol
ii"'llt,m'I s .'o l i". is ugx.. v ">`rE "Isl i<x ie i,fil qu'F f pn:Pl'11.
1.A 16dhi,sies Arihaap1. €iiii, fli,F}. fq,04r0wr.rit,samrar1,:r aF do-c, is pi¢6a6iiedwihu..t ffie n i;`mo Pe mission'ivn k 9wil,wl twilnrl. Il,zibirN
Job' Truss :Truss Type aty 'Ply
WRG5G4DB9 1 FG4 ;Flat Girder
i
At Roof Trusses, Fort Pierc, I'L 34946, design @aat truss. corn Run 8 120 s Nov 122017 Print 8 1
ID:berWrR _0KyfZBJErnpq [Vt
5-2-4
5-2-4
LOADING (psf) SPACING- 2-0-0
TOLL 20.0 Plate Grip DOL 1.25
TCD[, 10,0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017f1'PI2014
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP 2400F 2,OE
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-2-4
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 1187/Mechanical
3 w 1478/0-3-8 (min. 0-1-8)
Max Uplift
4 299(1-C 4)
3 355(1-C 4)
Max Grav
4 = 1187(LC 1)
3 1478(LC 1)
FORCES, (Ib)
Max. Comp./Max. Ton. - All forces 250 (11h) or less
except when shown.
TOP CHORD
1-4--11138/324, 2-3-1429/385
NOTES-
1) 2-ply truss to be connected together with 1 Od
0, 1 31"x3") 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 0-9-0 oc,
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B) face in
the LOAD CASE(S) section, Ply to ply connections
have been provided to distribute only loads noted as
F) or (B), unless otherwise. indicated.
3) Wind: ASCE 7-10; Vult=150rnph (3-second gust)
Vasd=116mph: TCDL-=5,Opsf: BCDL-5.Opsf; h=15ft:
Cat, It: Exp C; Encl , GCpi=0.18; MWFRS
envelope), cantilever left and right exposed
Lumber D01-=1.60 plate grip DOL=1,60
4) Provide adequate drainage to prevent water
pending.
5) This truss has been designed for a 1 OD psf
bottom chord live load nonconcurrent with any other
Ii lo"r,
4x4 i 2 4
C
T I
Y
4 3
2x4 4x4
K
5-2-4
5-2-4
CSL DEFL. in loc)
1-C 0.98 Vert(LL) 0.00 3-4
BC 0,03 Vert(CT) 0.01 3-4
WB 0,00 Ilorz(CT) 0,00 3
Matrix -MP
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except ijt=lfq 4-299. 3=355.
9) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 929 lb down and 383 lb up at 11-9-12, 48
In down and 11 to up at 2-9-2, and 929 In down
and 383 lb up at 3-9-12, and 123 lb down and 22
In up at 5-0-8 on top chord. The design/selection
of such connection device(s) is the responsibility
of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase- 1.25, Plate lncrease=1,25
Uniform Loads (plf)
Vert: 1 -2=- 110, 3-4=-20
Concentrated Loads (1b)
Vert: 2=- 123 5--929 6=-48 7--929
A0036387
18 38 2018 Page I
omi7yMyPzG FF
I/defl L/d PLATES GRIP
999 360 MT20 244/190
999 180
n/a n/a
Weight 83 In FT -- 10%
W-i 1in, 4'. 0, .1 e .1111 N "r In 4 lr , 1,1,-a 'Ve 10" ivo,W hq— , '
3"' 1 T I k,;, It Vlo r— o 0 v, V
v, 2 C i t 4w "r M. Pj1M* M. —W— I P i,pndw
If"o' 414", 1s.
job _ Truss _ -- Truss Type
1
Qty I Ply
A0036388
I WRCSG4DB9 FG5 FLAT GIRDER
Job Reference (optional)
At Root Trusses, Fort Pierce, FL 34946, design@al Mass com Run_ 8 120 s Nov 1? 201 7 Pr nt 8 120 a Nov 12 2017 MiTek industues, Inc Wed May 16 09 18.39 2018 Page 1
ID.berWrR OKyfGBJEmpgIW8RzVQEe-iQKKVD54ws4WwJoW8oWg76IJOsUCOCNvxnhvUrzG FE
2-6-4 1 5-4-4 7-6-12
I 10 8-8 13-11 4 16-0-8 18-0-12 20-2-12 -
2-6-4 2 9 15 2-2-9 3-1-12 3-2-12 2-1-4 2-0-4-- 2-2-0
Dead Load Deft. 3/16 In
1.5x4 II
402 1 1 5x4 it 3x6 ; 4x10 -. 150 II 6x10 302 1 5x4 J x,t
1Ip2 -
1 T 3-4,-^ I
6
t2 _.
7 S _ T.1.0
W1^ lAT2 .. W 11W2 .. ,.'V.6 _ W4 _., WA t.._*W i' VrtS W :. r`W115 i +%
W
i a
f _
II
r1,n 18 17
30
16 15
14
13 12 11
3x4 i!
400 , 3x4 ::.: 2x4 '! 7x14 MI20HS-
3x6
6x6 ,,:: 3x10 ,-: 2x4 ii
2-6-4 5-4-4 8-5 12 108-8 13-11 4 16-0-8 18-0-12 20-2-12 2-
6-4 2 9-15 3-1-9 2-2-12 1
3-
2-12 ' 2-1-4 2 0 4 2-2-0 Plate
Offsets (X,Y) [7:0 5-0,0-1-8[, [8 0-3-8,0-1 81, [12 0 4-8,0-1 81[13 0 3 0,0 4-8), [15 0 4 8,0-3 8[, [18 0 3-8,0-2 01 LOADING (
psf) SPACING- 2-0-0i CS1. I DEFT. in (loc) Edell L/d PLATES GRIP TOLL
20.0 Plate Grip DOL 100 1 TC 0,89 Vert(LL) -0.14 16-17 999 360 MT20 2441190 TGDL
10.0 Lumber DOL 1,00 BC 085 Vert(CT) -0.35 16-17 475 180 MT20FIS 187/143 BCLI-
0.0 Rep Stress Incr NO WB 1,00 Horz(CT) 0.02 14 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MS Weight; 217 to FT = 10% LUMBER -
TOP
CHORD 2x4 SP M 30 °Except` T2:
2x4 SP 240OF 2.0E WEBS 10) Hanger(s) or other connection device(s) shall BOT
CHORD 2x6 SP No.2 *Except* 1-18=-54717109, 2-18=-1125/32, be provided sufficient to support concentrated B1: 2x6 SP 240OF
2.0E 5-16=-104/1074, 5-15=-6861/737, load(s) 218 lb down and 63 to up at 0-2-12, 101 WEBS 2x4 SP No.
3 `Except' 6-15=-16951160, 7-15=-939i10145, Ili down and 61 lb up at 1-0-0, 139 lb down and W1: 2x6 SP No.2, W2: 2x4
SP No.2 7-14=-4956/530, 8-14=-3044/324, 54 Ib up at 3-0-0, 999 Ib down and 316 lb on at W4: 2x4 SP M 30 8-13=-
8141102, 8-12=-385l3325, 5-0-0, 733 €b down and 187 lb up at 7-0-0, 733 lb BRACING- 9-12=629/20, 10-12=-
1598/348. down and 198 lb up at 9-0-0, 733 lb down and TOP CHORD 5-17=-2140/690, 3-
17=-885/153 198 lb up at 11-0-0, 733 to down and 185 lb up at Structural wood sheathing directly applied or 4-
8-7 13-0-0, 1179 lb down and 360 lb up at 14-10-8, oc rend verticals, NOTES- 115 lb down
and 52 to rip at 16-10-8, and 302 lb BOTC1HORDcept 1) 2-ply truss to be connectedtogetherwith10ddownand154lbupat19-0-15, and 500 ib down Rigid ceiling directly applied or 6-0 0 oc
bracing. 0.131"x3") nails as follows: and 146 Ib up at 19-9-0 on top chord, and 216 lb Top chords connected as follows: 2x6 - 2 rows down
and 63 lb up at 6-9-4 on bottom chord. The REACTIONS, lb/size f ) staggered at 0-c2x4 - 1
raw at 0-5-0 design/selection
of
such connection devices) is 19 - 2673/0-3-4 (min. 0-1-8} co
Bottom chords connected as follows: 2x6 - 2 2 rows theresponsibilityofothers_ 14 = 7765/0-4-0 (min_ 0-3-3) staggered at
0-9-0 oc. Max Uplift Webs connected as follows: 2x4 - 1 row at 0-
9-0 19 =-167(LC 4) oc, 2x6 - 2 rows staggered at 0-
9-0 oc. LOAD CASE(S) 14 =-772(LC 4) 2) All loads are considered equally applied
to all Standard Max Grav plies, except if noted as front (F) or back (
B) face 1) Dead + Roof Live (balanced): Lumber 19 - 2673(LC 1) in the LOAD CASE(S) section_ Ply
to ply Increase=1.00, Plate lncrease=100 14 = 7765(LC 1) connections have been provided to distribute only
Uniform Loads (plf) loads noted as (F) or (B), unless otherwise Vert: 1-29--
170, 10-29=-60, 11-19=-20 FORCES. (Ib) indicated. Concentrated Loads fib) Max. Comp,/Max. Ten. - All
forces 250 (to) or less 3)
Wind: ASCE 7-10; Vult=150mph (3-second Vert- 1=-218 6=-733(B) 20=-101 21=-139 except when shown_ gust) Vasd=116mph; TGDL=5.Opsf; 22=999
23=-733 24=-733(B) 25=733 TOP CHORD BCDL=5.Opsf; h=15ft: Cat. Il; Exp C;
Encl_, 26= 1'179 27=115 28=302 29=-500 1-19=-3014/240, 1-20=-6900/488, GCpi=0.18;
MWFRS (envelope); Lumber 30=-216(B) 2-20=-6900/488, 2-21=-6900/488, DOL=1.60
plate grip DOL=1.60 2) Dead .,. 0.75 Roof Live (balanced) + 0.75 Attic 21-22=-69001488, 3-22=-6900/488, 4) Provide adequate drainage
to prevent water Floor Lumber Increase=1.00, Plate 3-4=-6900/488 4-23= 69001488, podding_ Incr sse=1,
00 5-23- 6900/488 5-24 =-2504/
1541, 5) All plates
are MT20 plates unless otherwise Uniform Loads (pit) 6-24- 250411541, 6-25=-2504f1541, indicated. Vert- 1 24=-190,
24-29=-160, 10-29=50, 7-25--2504/1541, 7-26=-958/7242, 6) This truss
has been designed for a 10.0 psf 11-19=-20 8-26=-958/7242, 8-27=-309/1409, bottom chord live
load nonconcurrent with any Concentrated Loads (tb} 9-27=-309/1409, 9-28=-309/1409, other live loads.
Vert: l=-189 6=-642(B) 20=-86 21= -121 28-29=-309t1409, 10-29=-309/1409 7) ' This truss has
been designed for a live load 22=-875 23=642 24=-642(B) 25=-642 BOT CHORD of 20.0psf on the bottom chord in all
areas where 26=-1035 27=-100 28=-265 29= 438 18-19=0/321, 17-18=-488t6900, a rectangle 3-6-
0 tall by 2-0-0 wide will fit between 30=-189(B) 17-30=-1110/8829, 16-30=-1110/8829,
the bottom chord
and any other members_ 14) Dead: Lumber Increase=0.90, Plate 15-16=-1119/9115, 14-15=-7242/958, 8) Provide mechanical
connection (by others) of Increase=0.90 Pit. metal=0.90 13-14=-44621662, 12-13=-44251658 truss to bearing plate capable
of withstanding 100 Uniform Loads (pit) WEBS lb uplift atjoints) except (jt=lb) 19=167, 14 ,772, Vert: I-24=-170, 24-29=-130,
10-29= 20, 1-18=-547/7109, 2-18=-1125132, 9) Load case(s) 2, 14, 15, 16, 17. 18 has/
have 11-19=-20 5-16=-104/1074, 5-15=-6861t737, been modified. Building designer must review Concentrated Loads (Ib) 6-15=-1695i160, 7-
15=-939/10145, loads to verify that they are correct for the Vert: 1=-102 6=
367(B) 20=40 21--69 7-14- 4gS6/53n 8-14=-3n441324 intended i ree of this to iss 22--502 23=-367 24=-367(
B) 25=-367 b ,,g rt'tit.•... x3C F i>{„r U,J,'Firgxg,k,ll,b,,;,.A 'sl,I ,.l . n _.'$fd,
5-10i,"u" .It,"0 'A ai4. ;eq t-s t m" k 401,,, i'aas IIe*set ,t e. tal,, sl!x ,Ix v4 er Ae.L2 >a e k 4K T fi ! Yt} IQ t H G i 3 { "F$FN Y,qf ti MS [k YE k {
W, ste s d f i{.. if11 4sa,.t 1 {`b35t fl t r;: I }I I tk P Rt lO'. < E
2 i d 1 k iryC a' i & i t Y ,.. 9 rtE C
i.
i S
h 16 rt 'Fs', „ Tt im. n.. ¢'t,l_.a o-• J a zt ex ,e n<.u40 4 t ,qb xa, zxr ,y srd a,,u sakrs1 ale.+€ as .cae ,5, .
e6h3op „g,,. le: ,4`ert y.e ,.a . ,i,;p n x.x,., e. e, ..5 .a*f e, J. St ,,;Ci, uPt glf K+?tiCk ttkfl lili$$f$ tiF(0>ii l-iC ritP IliI. if r',5e, ,at III xlt `+m.,
Slw ..lei=R,Ra' 1,,tt}hx51Cc1 w'=U54t ir,n':.1'CF 1f§}S). ,.(. -•
Job Truss Truss Type
WRGSG4DB9 FU5 1 FLAT GIRDER
At Poor Trusses, Fort Pierce, FF. 34946, design@altnuss corn
LOAD CASE(S)
Standard
Uniform Loads (plo
Vert: 1-24=-127, 24-29=-97, 10-29=-31,
11 19=-20
Concentrated Loads (lb)
Vert: 1=34 6=105(8) 20=42 21=34 22=177
23=97 24= 1 05(B) 25=95 26= 197 27=35 28= 100
29=-480 30=-208(B)
16) Dead + 0.75 Roof Live (bal.) +- 0-75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate lncrease=1.60
Uniform Loads (pit)
Vert: 1-24=-127,24-29=-97, 10-29=-31,
11 -19=-20
Concentrated Loads (to)
Vert: 1 =34 6= 1 05(B) 20=42 21 =34 22= 177
23=97 24= 1 05(B) 25=95 26= 197 27=35 28= 100
29=-480 30=-208(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor f
0.75(0.6 MWFRS Wind (Neg. Intl 1st Parallel):
Lumber lnerease=1.60, Plate lncrease=1.60
Uniform Loads (plf)
Vert: 1-24=-127, 24-29--97, 10-29=-31,
11-19= 20
Concentrated Loads d1b)
Vert: 1=34 6=105(B) 20=42 21=34 22=177
23'=97 24= 1 05(B) 25=95 26= 197 27=35 28=- 100
29=-480 30=-208(B)
18) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0,6 MWFRS Wind (Neg, Int) 2nd Parallel):
Lumber lncreaso=1.60, Plate Increase=1,60
Uniform Loads (plo
Vert: 1-24=127, 24-29=-97, 10-29=-31,
11-19=-20
Concentrated Loads (lb)
Vert: 1 =34 5= 1 05(B) 20=42 21-34 22=1 77
23=97 24=105(B) 25=95 26=197 27=35 28=100
29=-480 30=-208(B)
aty Ply
A0036388I
j 2jI Job Reference (optional)
Run 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 09 18 39 2018 Page 2
ID: berWrR_OKyfZBJEmpqIW8RzVQEe-iQKKVD54ws4WwJoW8oWg761JOsUCOCNvxnhvUrzG--FE
T :"I q! I 1 141 1; t t i"N"i
W" 'w 4. o'l" '00 1 io'"' v, 'ei . .1 Mr —r— q:. r*,"W "t", I IN k, V ' N i P Irk 1111 N, ', Av 3 1
7' '
i, ), '. '1 40! IM 11TW .1 11A. ': N ri, "I., i" A -1 r kl*' 4"'Pl' I ' .!W 9 ' W 1i Z' .4 AI 1111 I '*, A . r, 4 w- te -fr4 IM V W' M
ri'04P' 11 il I"W" 111 r"— 4101 M-141 il j ,4m, III W IRA "lr ro . R"i, i 4— TP 1 p ... . ...... iol D 'T
ce, 4 914
6 h 1 i!
A Rod 11 r A 1 1 'ehe Ill r I, R'n wo ,,, l ik " im" '-1 ' o' v P, o," Hrd k'il Ih I . I i111 I pl- , I er A 1 k V 1 A wr- , 1 1 mb, i1i P 1 44 . ..... .... "" ' " St c' r" ' " r ' `' '
a o
Job Truss Truss Type __ _ Qty Ply
A0036389' WRGSG4D89 :FL01 jFloor 17
Job Reference (optional)
Al Roof Trusses, Fort Pierce Ft 34946, deslgn@),al truss cons Run: 8 120 s Nov 12 2017 Print 8 120 ss Nov 12 2017 MiTek Industries, Inc Wed Mayy 16 09 18 39 2018 Page 1
ID zfz9iVZDx8?UytkQ eVifzY31Z-iQKKVD54ws4WwJoW8oWg76lMFisVnOFpvxnhvUrzG FE
018
2-6-0
3x8 3x4
1-3-0 i 2 1-0 1-3-0
3x4 ,
3x6 FP--- 3x8
0-11-8
Dead Load Deft = 118 in
0 1 2 3 4 5 6 7 8 9 10 1112a
M21Q
t}2i-?
81 1t-r i i E12_
xaaI
18 17 16 15 14 13 12
3x6 - 3x12 MT20HS Fl? 3x3 3x3 3x8 - 3x6
3x8
20-7-0
2070 _
Plate Offsets (X,Y)- 1.Edge,0-0 12], [2 0-3-8,Edge], [10:0 3-8,Edge], [13 0-2 0,Edge], [17 0-3-8,Edge],_(19.0-1 8,0 0-12], [21.0-1-8,0 0 12]
LOADING(psf) SPACING- 2-0-0 CSL DEFL, in (loc) Ildefl L/d PLATES GRIP
TELL 40 0 Plate Grip DOL 1,00 TO 0,64 Vert(LL) -0.38 14-15 633 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0,81 Vert(CT) -0,53 14-15 460 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 078 Hor7(CT) 0.09 12 n/a nta
BCDL 5.0 Code FBC2017fTPl2014 Matrix-S Weight: 102 lb FT = 10°l F, 10°loE
LUMBER -
TOP C1IORD 2x4 SP M 30(flat) `Except"
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 5-4-8 oc
purling, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing_ REACTIONS. (
lb/size) 12 -
110910-3-8 (min. 0-1-8) 18 =
111510-7-4 (min. 0-1-8) Max
Grav 12 =
1109(LC 1) 18 -
1115(LC 1) FORCES. (
lb) Max.
Come /Max, Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-3584f0, 3-4=-3584J0, 4-
5=-4631f0, 5-6=-4631f0, 6-
7=-463110, 7-8=-463110, 8-
9=-3611 t0, 9.10=3611 t0 BOTCHORD
17-
18=012096, 16-17=0I4413, 15-
16=014413, 14-15=04631, 13-14=014429, 12-13=
0f2139 WEBS 10-12=-2349f0, 2-
18=-
231710, 10-13=0(1627, 2-17=0(1645,
9-13=-25510,3-17= 25810, 8-13=-
904f0, 4-17=-91610, 8-14=-
1401658, 5-15=-359139, 6-14=-349146, 4-
15--128f676 NOTES- 1) Unbalanced floor live loads have
been considered for this design. 2)
All
plates are MT20 plates unless otherwise indicated.
3) All plates are
1.5x4 MT20 unless otherwise indicated. 4) Recommend
2x6
strongbacks, on edge, spaced at 10-0-0 oc
and
fastened to each truss with 3-10d
f) fit I" X 31 nails S ronnhar ks to he attachod to
ti e,e 7ece(c af, ., ,rsiu s:r, i. .. 'si aE-,tfl.
4R. Iz&M4nr ayt _a q~t 1 ti,a e*+.a,e s i[A?frc is era .-., aed .. ,na , ;,.y ,r ,ts +m= .,, riep srerae•z. s ,x4 e kx e,rs#.d .'!, -^[_a M7 i... `zi t )i iv & {t 3 a3 Ft5 .1t tV d §:
ilY, @tr IN 0. AO f! x t i mk *x N 'tl N .'Jd1P t i rta $ d f.. f k t) u1 F ¢ct d R
ni Ptfi 'f 4 P '1, W t ? set ij, 000",k ,i iit•, NB < i1' ri-". 111111N, , 6 k 33 .d c 31 t(r p
1 A G ati .. ' B Rtd 1. ! i is .'k: •c.r e t (v..r -,ft lr,g a, r I4 ,,.w.re,I V e,- ,t frEttt Ey (ie M. y3a ,¢x rylr Ef fw'ro .. cz
z¢is., rx .ixee T,'^ 53„,.fie t+, ,.`tx lxct.s as 4l,a<.€sx,f aex;, pae cArS 1_,-i 2Y+S, 46 r,,=3ti-li t i"d(t,tf l.bsse A-rhoor
l-`=
e-rnhe Ill. F_E. &ccroe.r,uaz:, Xis:docsmcai, „rty Tara rsl.a4ii;;tC rv,fr n Pe nr„_n e u,s xr t,t k Scot ir¢sse,A.rt¢nr 1. in n`i, F.f. ,
Job* 'Truss jmss Type Qty i Ply
A0036390
WRCSG4DB9 FI-05 Floor
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, deli gn@a 1 trucs corn Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 09 18 40 2018 Page I
11) zfz9iVZDx8?UytkQ___eVlfz.Y31Z-AcujjZ61ii9CMY-FNiiW1vgKlauGx77r02ARRT1 IzG--FD
0-1-8
11
2-6-0 1-6-8 1-0-0 1-3-0 0-4-01
1,5x4 'i 3x4 3x3 I 5x6
1 2 3 30 4 5
Ti_
12
1 5x4
i J
ti
9 8 73x6 6
1 5x4 I 5x4
3x4
6-11 0 7-3-0
6-11-0
i
0-4-0
Plate Offsets (X,Y)-- [1:Edge,0-0-121, f2:0-1-8,Edge], [5:0-1-2,Edgej, [11:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSL DEFL_ in (loc) Well L/d PLATES GRIP
TOLL 40,0 Plate Grip DOL 1,00 FC 0,46 Vert(LL) 0.03 9-10 999 360 MT20 244/190
TCDL 100 Lumber DOL 1 00 BC 0,35 Vert(CT) 0.04 9-10 999 240
BOLL 0,0 Rep Stress Incr YES WB 021 Horz(CT) 0.01 5 n1a n/a
BCDL 5,0 Code FBC2017/TP12014 Matrix-S Weight: 39 In FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 = 370/0-3-8 (min. 0-1-8)
10 = 370/0-6-14 (min. 0-1-8)
Max Grav
5 370(LC 1)
10 = 370(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (11h) or less
except when shown.
TOP CHORD
2-3=-517/0, 3-4- 333/0, 4-5--336/0
BOT CHORD
9-10=0/517, 8-9--0/517, 7-8=0/517
WEBS
2-10=-570/0, 5-7=0(442, 3-7= 321/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0,131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
r , Ww", 4, bli, 'It" .,, 5104 e a rc . I
4 it !I 1, 0,f is r,v t Il W rrV V,, 7,11,1,110 lIj i-IMN!, i,, ,"I 7 ., W 11 1V Ili, "0, !,11 o a, 4, "-p', "ro wlato i I,
o, r"liqt 411,1110 s, r, 11 1., "ft l, 6 14 4,ir, 11 lig, 0 "1 it, 'I Is, t b d.. etlw 1 1 '1 qr— d N )D W 1"'r it', r, 46'q if v 11 t, P.1111 1 z w 3"4-
4— 4451 rt—uw 61,d PI"ght iQ
204A I Rodi ... Ic, fi,iktl I tcrWil 11 oik,k-oil ,m I— ,,-hIbt,d w th,'O;tt -r"Por"'I"ef—A 1 4ol"m's
Job i Truss Truss Type City _ PIy -
t 1
AOt136391 «
WRC:SC'4[)H9 f L06,
9
F ktor C rder !
Job Reference (optional)
Y g
ID zfz9iVZDx8 UytkQ_ __eVifzY31Z c.oR4wv6KSTKD9dyuFDY8CXgdbgBasA9CO5AOZkzG F
Al Roof Trusses. Fair Pierce, Pr 34946, desl n a)attruss.axn Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MlTek Indus€ries, Inc Wed May 16 09 18 41 2018 Page 1
C
0-1-8
2-6-0 1 3 0_ I I 1 8-0 1-3-0 f 1-0-0 1-1-0 1-2-8 1, 1-2-8 i E 1-2-8 1-2-8 l 1-2-8
3x4 =:: 3x3 4x6 -- 3x3 I 4x6 3x6 FP
ca!
2 3 4 6 7 8 9 10 11 12 13 14 15
4V2 li
T2Ir ,
r
dr Bt± y
Vvi r(r
W4 .... .. W2
I
28
ft'
27 26 25 24
3x4 3x3 4x6 _3x6 F P-- 3x14 4x4
5 11 0 10 11 0 12-2-4 13-6 4 r 14 10 4 1 16-2-4 17-6 4 18-10 4 120-2 12 15-11 0 5-0-0 1-3-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-8
Plate Offsets (X Y) 1 Edge,O 0-12], [21 0-1-8,Edge], 29 0-1-8 0-0-12]
LC}ADING(psf) SPACING- 2-00 CSI. DEFL. in (loot i/defl L/d PLATES GRIP
TOLL 40.0 Plate Grip ROL 1,00 TC 0.97 Vedg-L) 0.08 25-26 999 360 MT20 244/190
TC;DL 10.0 Lumber DOL 1,00 BC 0,72 Vert(CT) 0.11 25-26 999 240
BCt L OT Rep Stress trier NO WB 073 Horz(CT) 0.02 23 n/a n/a
BCDL 5.0 Code FBC2017tTP12014 Matrix-S Weight: 101 lb FT = 10°l F, 10°oE
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No2(flat)
WEBS 2x4 SP No-3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals-
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 22-23,21-22,
REACTIONS. All bearings 9-5-4 except (jt-length)
28=0-7-4.
tb) - Max Uplift
All uplift 100 to or less at joint(s)
except 22--384(LC 3), 21=-646(LC 3)
Max Grav
All reactions 250 lb or less at
joint(s) 16, 20, 19, 18, 17 except
23=2475(t_C 1), 28=607(1C 3)
FORCES. (Ib)
Max- Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOPCHORD
2-3=-1334/0, 3-4- 1334/0,
4-5=-128610, 5-6=-1286/0, 6-7-0/1979, 7-8-0/
1971 BOTCHORD 27-28=
011031,
26-27=0/1334, 25-26=0/1 334. 24-25=0/
484, 23-24=0/484, 22-23=-796/0,
21-22=-796/0 WEBS 7-23=-263/
0, 2-28- 1140/
0,
6-23=-2634/0, 2-27=0/499,
6-25=0/1217, 5-25 863/0,
8-22=0/369, 8-23=-1602/0, 8-21=0/1074
NOTES- 1) Unbalanced floor live loads have been
considered
for this design. 2) All plates are
1-5x4 MT20 unless
otherwise indicated. 3) Provide mechanical connection (by others) of
truss
to bearing plate capable of withstanding 384
ib uniift at inint 22 anr# Rk6 Ih , }mitt
at mint 91 4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 no and fastened
to each truss with 3-10d (0,131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or
restrained by other means_ 5) CAUTION, Do not erect
truss backwards. 6)
Hanger(s) or other connection device(s)
shall be provided sufficient to support concentrated load(s)
788 lb down at 7-1-
4 on top 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 + Floor
Live (
balanced): Lumber Increase=
1.
00, Plate Increase-1.00 Uniform
Loads (plf) Vert: 16-28=-10, 1-
15=-100 Concentrated
toads (to) Vert:5=-708(F) 5
g et k
3 7 r, cl
M 5 4 $
h l t ,'4^ i 2 $ t: 11 S st 1 s"e E rr4
t y=s ai ^fi t t k„
se.,,ei 6r; h..ay 1. !,r l" til. r'.. Cmpud , v.=a I-;i tlraiie s+t,; , u.,,z,C , »,f,.g nhe w =te: re i:,y r...3 ex: k l r im (.a>,e, AA- 1-he,ii, f'.'. s;i?dt
Job7 Truss "truss Type City Ply
A003$392!
a) R o7
ARoof
Trusses, Fort-P erce I FL.3494Fi, desi n aI truss!co n ORGIRDER
s 120
s Nov 12 201 7 Print £1 120ts' Job Reference (
optional) _. . 9 Nov
f? 2017 MiTek Industries, Inc Wed May 16 09 18 41 2018 Pa0e 1 ID:zfz9iVZDx8?
UytkO_eVlfzY31Z-eoR4wv6KSTKD9dyuFDYBCXghWgH4sHTC05AQZkzG_FC 1-6-
15 1 '1,
5x4 ', 2 3x cv W1'.
i
Vh .- n 3x3
Plate
offsets (
X,Y)- [1:Edge,0 0 121 LOADING (psf)
SPACING- 2-0-0 TOLL 40.
0 Plate Grip DOL 1.00 TCDL 10.
0 Lumber COL 1.00 BOLL 0.
0 Rep Stress Incr NO BCDL 5-
0 Code FBC2017(TPI2014 LUMBER - TOP
CHORD
2x4 SP No.2(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CI4ORD
Structural wood
sheathing directly applied or 3 4-14 oc purlins,
except end verticals_ BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. (lb/
size) 4 — 808/
Mechanical 5 = 808/
Mechanical Max Grav
4 = €308(
LC 1) 5 = 808(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
1-5=-
252/0, 3-4=-252/0 BOT CHORD
4-5=
0t943 WEBS 2-
4=-
1087/0, 2-5--1087/0 NOTES- 1)
Refer
to girder(s) for truss to truss connections. 2) Recommend
2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d 0.131"
X 3") nails_ Strongbacks to be attached to walls at
their outer ends or restrained by other means. 3)
In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B) LOAD
CASE(
S) Standard 1)
Dead +
Floor Live (balanced): Lumber Increase=1.
00. Plate increase=1_00 Uniform Loads (
plf) Vert: 4-
5=-10, 1-3=-400(F=-300) Concentrated Loads
hb) Vert:2=-
270 3-4-
14 3-4-
14 CSI. DEFL.
in TC 0.
72 Vert([-[-) 0.00 BC 0.
37 Vert(CT) 0.02 WB 0.
26 Hor7(CT) 0.01 Matrix-P
loc) I/
deft L/d PLATES GRIP 5 -- 360
MT20 244/190 4-5 >
999 240 4 n/
a n/a Weight: 18
lb FT = 10%F, 10%E 5aa?i,
eercx Pv t I NM.`.:`$,. ,t i;!{,'} ,k. 10 We ,fl. ,F ikg`e`',I?;,1,5 bm if, :„ x M £i=f'sif .p rsa n< u), 1. >`L\\.tt. i>mtsl €.ti aia W111 rvY 4
S n M F ii lo 5> 'Y 1 F `S G^t O !; 4 M ¢ i4 S M ,i N 5 ii 1 T Mi
t as W, 1 11 h s H bpax ems{ „ttu v'r, mot, 1 .l 1 A". 4^»
eEk. i,sEa eg..6 y, xa ae Si t Ev t. •,,tt N,.., !- { its+.. Fih.,zxn r, a lay xp.a e Y=tev§ 4 !{,bpi „ft .s aee R'1*z{a t .. ... _ >ri .. 7' t<
ai'. Yia{ftl,t4f :Fi}19fit 1.,.111lh `I F.L F,C Si 0*"' =7, t, „C,Lffi4P iR pBS lum fa' d If10ItY((!Il" t ip h".A 4 0t,,— krvri,.. P; i.!""Irt H P.:. p3 .p „..-,_ £ «s.3 a_
Jots Truss Truss Type City Ply _
A0036393!
WRCSCADB9 t101 jMonottach T 1
lob Reference (optional)
At Roof 1 russes, Fort Pierce t L - 34946, design@altruss.corn Run. H 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Milek Industries, Inc Wed May 16 09 18 42 2018 Page 1
ID:zfz9lVZDx8?UytkQ__eVlfzY31Z-6??SlFlyDnS4nnX4px3NIINt13ZVbkGI-dlwa5AzG' FB
1-0-0 6-2-15 13 10-7
1
19 7-12
i p 6 6 2-15 7-7-7 5-9-5
3x4 3x4 =_: 5X8 ,.::
4x4 =-
10-4-14 19-7-12
10-4-14 9-2-14
Plate Onsets (X,Y)-- zLO 2 O,Edge], [7.0 2 12,0 3 0]
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (Joe) Udefl Led
TOLL 20.0 Plate Grip DOL 1,25 TC 067 Vert(LL) 0,22 7-9 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0 62 Vert(CT) 0,38 9-13 610 180
BCLL 0.0 Rep Stress Incr NO WB 0,29 Horz(CT) 0,02 7 n(a n/a
BCDL 10L0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.08 9-13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2 'Except'
Bt 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4 -5-5
oc purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-2-4 oc bracing.
WEBS
1 Row at mtdpt 6 7, 5-7
I MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide. -
REACTIONS. (lb/size)
7 = 998/0-3-8 (min.0-'1-8)
2 = 83710 8-0 (min. 0-1-8)
Max Horz
2 - 398(1C 12)
Max Uplift
7 - 377(LC 12)
2 - 164(LC 12)
Max Grav
7 = 998(LC 1)
2 = 837(LC 1)
FORCES. (lb)
Max. Comp..=`Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
2-3=-13491570, 3-4--9581285,
4-5=-8601301,7-10=-3461280,
6-10=-3461280
BOT CHORD
2-9=-1025f1201, 8-9=-4361512,
8-14=-436t512, 14-15=436f512,
7-15=-436C512
WEBS
3-9=-5021567, 5-9=-242l630,
5-7=-764f661
EREM
1) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=5.Opsf;
M
BCDL=5.Opsf; h=15ft; Cat. 11 Exp C; Encl-
GCpi-0.18; WFRS (envelope) and C-C
Exterior(2) zone, cantilever- left and right exposed
end vertical left exposed;C',-C for members and
forces & MWt RS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This tnrss has been designed fora 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, with
BCDL = 10-0psT
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 377
Eb uplift at joint 7 and 164 lb uplift at joint 2.
5) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 236 lb down and 144 lb up at 19-2-8 on
top chord. The design/selection of such
connection device(s) is the responsibility of
others.
LOAD CASE(S)
Standard
1) Dead a Roof Live (balanced)_ Lumber
Increase=125, Platt; Increase=1.25
Uniform Loads (plf)
Vert: 1-6=-60, 7-11=-20
Concentrated Loads (rib)
Vert:6=-236
Dead Load Dett = 3116 In
PLATES GRIP
MT20 244/190
I
Weight: 118 Ib FT = 10%
Y.t apt Assx tkregrl>:sxtx: 4,C li<vi li;.It, ul dx lEtlitdt tlY' iSl'ld.. vl .Y h=464lK ipi, Fn rip ?e r, s;.......fci ,3,ox i, r s y,pwa .S ett'Y irAw-41:+iix fke,eri 7R x . Jsr, r`h< s,¢ek re'li+n:
K !t, k: di 3 14d € f h 3 } F tp# C,. 4iis B4 i t 'ti GR fd b RI a( f 1F b@n tktr
ftt, 1 4 ASS i 1i t 9il t Y K i1 k k i ! y£. E ('R { "( t h t@ DWG i ,0 SF 5 V A. } } R
I.. .L.
r e tt trr t i s} at e s is , r 4r k a ii r t a n a tri t e. rF . fast ri r i v, ari, , i.A aa,..+,, a ., a..,rs .r.i
1ri 9 _.,c i Ny! Zt OklaE v m p! n,w.,k ! l...o.• ; I Bx g, ex;9grw lag ,.- 6 ie f Ai :
i t art p €1 LI94.it, l i"01 i.... rt[itbf f( I_ lort9 I kC 0d11o, o Ik,i g0.l ei A t aAY Iii, ,P U0 H d W l6t l,hf #t.riP,P (.x` T St,2!'1`t&I,t 19C 11',, i Q iN", 3. i(fii`i 4i, tt,
Job ` i Truss Truss Type Qty Ply
WRCSG4DB9 H04 Half Hip 2 1
I (Job Reference (op
Al Roof Tresses, Fort Pierce, FL 34946, design@al tmss.com Run_ 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTeak Ir
ID zfz9iVZDx8?UytkQ___eVIfaY31Z-aBZrLbBa_
1-0-0 6 2-15 13-10-6 19-4-0 19,7;-12
06 2 15 7-7-7 5-5-10 0-3'12 1o3x4
9
3x4
3x4 --
3x4
1
iv
v
a
o 7
3x6 -::
3x4 --:: 4x4 40
10-
6-14 19-4 0 19,7-12 10-
6-14 8-9-2 0-3-12 Plate
Offsets (X.Y)-- [4 0-2 O,Edge] LOADING (
psf) SPACING- 2-0-0 CSL DEFL. in fee) I/deft L/d TCLL
20.Q Plate Grip DOL 1,25 TC O.68 Vert(LL) 0.22 7-9 999 360 TCDL
10.0 Lumber DOL 1,25 BC 0.61 Vert(CT) 0A0 9T4 583 180 BCLL
0.0 Rep Stress Incr NO WB 0,29 Horz(CT) 0.05 11 n/a nla BCDL
10.0 Code FBC2017ITP12014 Matrix -MS Wlnd(LI-) 0.08 9-14 999 240 LUMBER -
TOP
CHORD 2x4 SP No 2 NOTES- BOT
CHORD 2x4 SP No 2 'Exce t' PB1:
2x4 SP M 30 WEBS
2x4 SP No.3 OTHERS
2x4 SP No-3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-5-11 cc
purlins, except end verticals. BOTCHORD
Rigid
ceiling directly applied or 7-2-11 cc bracing_ WEBS
1
Row at midpt 5-7 MITek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 2 =
830/0-8-0 (min. 0-1-8) 11
1003/0-3-8 (min.0-1-8) Max
Her-,-, 398(
LC 12) Max
Uplift 2 =
162(LC; 12) 11
381(LC 12) Max
Grav 2 —
830(LC 1) 11 —
1003(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-1330/557, 3-4=-033/266, 4-
5=-834/283, 7-11=-469/652, 10-
11=-351/283, 6-10=-351/283 BOTCHORD
2-
9=1013/1184, 8-9=-423/496, 8-
15--423/496, 15-16=-423/496, 7-
16=-423/496 WEBS
3-
9=-507/570,5-9=-237/628, 5-
7--761/657 1)
Wind: ASCE 7-10; VuIt-150mph (3-second gust)
Vasd=116mph; TCDL=S.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 exposed end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 List bottom
chord live Toad 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, with BCDL =
10-OpsL 4)
Bearing at joint(s) 11 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 162 Ib
uplift at joint 2 and 381 Ib uplift at joint 11. 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 236 lb down and 144 Ib up at 19-2-8 on top
chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1_25 Uniform
Loads (plf) Vert:
1-6=-60, 7-12=-20 Concentrated
Loads (Ib) Vert:
6=-236 fge
1 FA
Dead
Load Deft. = 3116 in PLATES
GRIP MT20
244/190 Weight:
112 Ib FT = 10% hta,
sr t"t+j tva.E. ufft t.f R!'53 i. tk.aFgJk-'friz Waal",v dS'Y .t i1, M'p""-ie_.a3'A, :f t<.—*' .:el.saatne a i M
p tm t.. f. x l{ 4 0 pp sg 4I 12 2 Al,F it, ? S 7 R.I6 v, H g 14 S k tl R d t A il- cx.!1
96 ! :
t q dt £ to G E:.. 1 7 &p-e_
it tP ,
i tld M Q 6*j ae g taf t 'p. 0 t a
2j
Aed I.:
t h z. Y~! t( M r k t 5 tB E L. R 9t t pS Eld i g .4 TP ( tx. ;fi.a. re.l o,. ,k}Ar ot, Y+..Pa`'S ; r#.at - 4 4 t t d ov—, i'40t' i., xl ryse.> e sj1,0, rm n, e e - 1 a.3 .Lin:#. 1i'4sr.a,ssa p ,.xa a}ax e r§ap ,, sS^z, _ W.4" rt t , .. (, 4 <ib
t or,4Chf
L?(!i t4 fl,+. s ' Ere sesAalEn.;•i. 100€.II. F.iddhnwl. W'Ee ih,ff..
job iTruss ' 'Truss Type _ ' Qty Ply
WFGSG4DB9 H,13 I Diagonal HA0036395ip Girder11 ' Job
Reference (optional) A
t Roof rnlsses, Fort Pearce,F t 34946 design(cila I truss.com Run. 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MITek Industnes Inc Wed May 16 09 18 44 2018 Page 1 ID:
zV9iVZDx87UytkQ__eVtfzY31Z-2N7DYx9CIOloObgTxL6rgASJOtMv3ile42PgA3zG_F9 1
5 Q _ 4-2-31..5-0 _ 4-2-3 3
r
r 3
89 12 Id
2x4
0-
4-14 0
4 1a'__ LOAEDING(
psf) SPACING- 2-0-0 CSL TCLL
200 Plate Grip DQL 1.25 TC 0,26 TCDL
10.0 Lumber DQL 1.25 BC 0,17 BCLL
0.0 Rep Stress Incr NO WB 0,00 BCDL
10.0 Code FBC20171TP12014 Matrix MP LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-3 oc
puffins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. Mil
ek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer i
Installation guide. REACTIONS_ (
lb/size) 3 =
79tMechanical 2 =
30710-5-12 (min- 0-1-8) 4 =
20tMechanical Max
Horz 2 =
87(LC 4) Max
Uplift 3 =
52(LC 8) 2 =
226(LC 4) 4 =
31(LC 5) Max
Grav 3 =
79(LC 1) 2 =
307(1_C 1) 4 -
58(LC 3) FORCES. (
to) Max.
Comp./Max. Ten- - All forces 250 (Ib) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd==
116mph; TCDL=5.0psf: BCDL=5.0psf; h=151`1; Gat.
II; Exp C; Enci_, GCpi-=0.18; MWFRS envelope);
cantilever Left and right exposed ; end vertical
left exposed, porch left exposed, Lumber DOL=
1.60 plate grip DOL=1-60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconculrent with any other live
loads. 3) *
This truss has been designed for a live load of 20.
Qpsf on the bottom chord in all area,, 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 4-
2-3 3-
9-4 DEFL_
in (loc) I/def] Lld PLATES GRIP Vert(
LL) 0.02 5 999 240 MT20 244/190 Vert(
CT) 0,02 5 999 180 lorz(
GT) 0,01 3 nla n!a Weight:
15 lb FT = 10% 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 71 lb down and 16 Ib up at 1-4-9, and 71 lb
down and 16 Ib up at 1-4-9 on top chord, and 56
Ib down and 5 lb tip at 1-4-9, and 56 lb down and
5 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 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 r Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (Eb) Veit:
10=8(F=4, B=4) e
mg erix ` 4 (S rs,ka .h , ....Pz,ai'd 1,IV 01
E e R J t 0 4 r k I g f Y t 14, ' 8 A 4 3 4 OP ! U f t . ;, K i v Y ht € kI ¢
ie 4 tt€ C a p 5)k t! S 1 P - & S6 t & €F _ 'n9 5. r P x e,P sa ht kx..n .ss'h >„rs {vr k si all e,
td"at, .^, 'd t,N f troy lie ra•4 ,," t. x,_, n,a}.9tt .. 9., x(,Oq ,{.a.A! n to-
ighllC=2, tt,-&r,`i,csac. h,tdo°i. N rWli P(. PseL.-ter nnk.do,Ux ert. eaey (aEa, sp aoi6tlza?w fkvne l?s,e:ns om .. RWlih .... Lan I. -br (Y.P.l
Job 7russ Truss Type
WRCSG4DB9 HJ5 Dogo,rai Hp Grde
At Roof Trusses, Foil Pierce, FIL 34946, design(q),a I truss com
1-5-0
1-5-0
I
3x4
0-2-8
LOADING psf) SPACING- 2,0-0 1 CSL
TCLL 20.O i Plate Grip DOL 1,25 i TC 0.99
TCDL 10.0 Lurnber DOL 1.25 BC 0.71
BCLL 0,0 Rep Stress Incr NO WB 0,00
BCDL 10,0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
POT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 on bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. lb/size)
3 = 216/Mechanical
2 = 416/0-4 3 (min. 0-1-8)
4 = 111 /Mechanical
Max Harz
2 142(LC 4)
Max Uplift
3 = 135(LC 8)
2 207(LC 4)
4 10(-C 8)
Max Gray
3 = 216(LC 1)
2 416(LC 1)
4 = 137(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (11h) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10, Vult-150mpld (3-second gust)
Vas&l 16mph, TCDL-5.0psf: BCDL=5.Opsf h=-25ft,
Cat, 11, Exp C, Encl., GCpi=O M MWFRS
envelope): cantilever left and right exposed end
vertical left exposed-, Lumber DOL=1.60 plate grip
DOL=1,60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottorn chord and any other member,,,
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of
1! Div i Ply i
A0036396;
4 1
i Job Reference (optional)
Run 8 120 s Nov 12,2017 Print 8 120 s Nov 12 2017 Mirek IndLiSrueS, inc.Wed Ma 16 09 18 44 2018 Page I
ID zfz9iVZDx8?UytkQ eV[fzY31Z-2N7DYx9CIOioO5gTxl-.6rqAS otDY3ile42PgA3zG F9
7-0-3
7-0-3
Dead Load Defi. = 3/16 in
7-0-3
6-9-11
DEFL. in loc) I/defi L/d PLATES GRIP
Vert(LL) -0,13 4-7 619 360 MT20 244/190
Vert(CT) -0,29 4-7 284 180
Horz(CT) 0.01 2 n/a n/a
Wind(L L) 0,19 4-7 442 240 Weight: 24 lb FT = 10%
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 79 lb down and 18 to up at 1-4-8, 48 Ith
down and 34 to Lip at 1-9-6, and 41 lb down and
50 lb tip at 4-2-7, and 86 lb down and 92 lb up at
4-7-5 on top chord, and 16 lb down and 5 In tip at
1-4-8, 18 lb down and 27 lb up at 1-9-6. and 17 lb
down at 4-2-7, and 17 In down and 19 In up at
4-7-5 on bottom chord, The design/selection of
such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B),
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1,25, Plate Increase-1,25
Uniform Loads (pit)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-10(B) 11=-54(13) 12=4(F) 13=-18(B)
14=-8(F) 15=17(13)
o 11 u "hg 1s0,5 N, W Dr -'111i.' jis pli,me "o," e a, I", W in ,rr' i 'S, ar' aa sn (10 .1, Alp Ili 1 0
611, M0 Ur, vr." ! .1"' 4 "e" r,' Im"ft, 44, Ct uo, Nvd X011
kir v 11 ZK 604 0, 1:0ce, it Ifil(
A kuhm! imboill H R'p,4iri-FlIkAm6ti r mi;ofv. A&,'t3PCO !'vif'lp Pi
Job iTruss I Truss Type,
WRCSG4DB9 t HJ6 Diagonal Hip Girder
Al Roof Trusses, kisses, Fort Poarce, FL 34946, design@ika I truss Corn
1 Qty Ply
21
A00363971
Job Reference (optional)
Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May.. a 16 09 18 45 2018 PageIID:zfz9iVZDx8?LJytkO__ eVlfzY317-WalibmG9qWiqfeEFfU3d4NN? 7Hc9o9XnJaBVzG--F8
8-5-1
Dead Load Deft. -- 114 in
3x4 4
8-5-1
Plate Offsets (X,Y)-- 2 0-1 -8, Edge]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in too) I/dcfl L/d PLATES GRIP
TCLL 200 Plate Grip DOL. 1.25 TC 0.75 i Vert(LL) 0,23 4-7 445 360 MT20 2441190
TCDL 10,0 Lumber DOL 1,25 BC 0.55 Vert(CT) 051 4 7 198 180
BCLL 0,0 Rep Stress Incr NO WB 0,00 Horz(CT) 0,01 2 n/a n/a
BCDL 100 Code FBC2017ITP[2014 i Matrix -MP Wind(-L) 0,25 4-7 408 240 Weight: 28 lb FT = 10% LUMBER -
FOP
CHORD 2x4 SP M 30 BOT
CHORD 2x4 SP M 30 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. MiTek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (i1b/
size) 3 295/
Mechanical 2 = 454/
0-10-15 (min.0-1-8) 4 175/
1'acrchanocal Max Herz
2 147d-
G 4) Max Uplift
3 183(
LC 8) 2 173(
LC 4) Max Grav
3 = 295ITC
I 2 = 454(
LC 1 4 215(
LC 3) FORCES. (lb)
Max- Comp./
Max- Ten. - All forces 250 (1b) or less except when
shown, NOTES- 1)
Wind:
ASCE 7-10, Vult=150nnph (3-second gust) Vas&1
l6mph; TCDL=5.Opsf ' BC DL=5.0psf ro-1501 Cat 11;
Exp C, Encl , GCpi-0.181 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 nonconcurrerit 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 girdor(s) for truss to truss connections 5) Provide
mechanical connection (by others) of 6) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
72 lb down and 16 lb up at 1 4-9, 72 to down and
16 lb up at 1-4-9, 40 lb down and 51 Ib up at
4-2-8, 40 lb down and 51 Ib up at 4-2-8, and 68
lb down and 92 lb up at 7-0-7, and 68 lb down and
92 Ib tip at 7-0-7 on top chord, and 16 lb down
and 5 to up at 1-4-9, 16 lb down and 5 lb tip at
1-4 -9, 17 In down at 4,2-8, 17 Irk down at 4-2-
8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-
7 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others, 7 )
In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B). LOAD
CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber lncreasri=1.
25, Plate Increase-1,25 Uniform Loads (
plf) Vert: 1 -
3=-60, 4-5=-20 Concentrated Leads (
lb) Vert: 1
0=-89(F=-44, B--,--44) 11 =8(F=4, B--4) 12=-16(
F= 8, B=-8) 13=-73(F--36, B--36) 1 11 :,
4 r q 11A "In vr k-4 Tii: i k 44", q,-- hk i, v s,
r, ', vv 1M, r-r 114 11, P11, 1 1 Q,"'IM's, I Ir 411- 1 1 Wlo "UP ,,, 4, p 19 I s v, .
1B lI i, iv i"Me 11v0-
1 '1", 11 0, -o"', v, 1"i"i4n,r, v r v 9, . o , '0 q-2-eI, 1,A,rAv dro IN W lu s,Nq (.
r." 0,, r, "r. :IN r,, 1, 14 v , I r , "k, n,U tki" !P 1 1 nrr, 1 0 1, v 1W 5 F U v, 6 A'W e", 11
rr! 1, .-4,1 11, 1- Tel! 11 o 1,0,q fl, n N 0 ,, n 1! 1 70,16 A 1 b0l .......
Arthr"'! 1-,4011 P I, ieolw", 41"n" I fmikulr P f
J617 Truss _ Truss Type _ Oty _ 'Ply
1 A00363981
WRGSG4D89 HJ7 Diagonal Hip Gieder (1 ( 9
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946 design@ attruss.com Run: 8.4,20 s Nov 12 2017 Print €5.120 s Nov 12 2017 MiTek industries Inc Wed May 16 09 18 46 2018 Page 1
ID:zfz9iVZDx8?UytkQ_eVlfzY31Z-_mFzzcATH?yWGOgs2m8JvbYdOhyAXWOxYMunExzG_F7
1 b 0 5-2 0 9 1p 1
1-5-0 5 2 O 4-8-0
LOADING (psi)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10-0
2x4 -:::. 1.5x4 II 3x4 :. 5
5-2-0 9-10-1
5-2-0 4-8-0
SPACING- 2-0-0 CS1. DEFL_ in loc)
Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0,03 6-7
Lumber DOL 1,25 BC 0.50 Vert(CT) 0-08 6-7
Rep Stress Incr NO WB 0,41 Horz(CT) 0.01 5
Code FBC2017ITP12014 Matrix -MS W1nd(LL) 0,02 6-7
LUMBER -
TOP CHORD 2x4 SP No.2
BOT C11ORD 2x4 SP No.2
WEBS 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purliins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing_
MITek recommends that Stabilizers and
required cross bracing be installed during truss
i erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 - 1361Mechanical
2 = 52810-10-15 (min.0-1-8)
5 - 366IMechanicai
Max Horz
2 = 167(LC 4)
Max Uplift
4 - 90(LC 4)
2 = 191(L-C 4)
5 82(LC 8)
Max Grav
4 - 136(LC 1)
2 = 528(LC 1)
5 - 366(LC 1)
FORCES. (lb)
Max. Comp./Max_ Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
2-11=-9061194, 11-12=-8761203, 3-12=-8331201 BOTCHORD 2-14=
2881833, 14-15=-2881833, 7-15=2881833,
7-
16=-2881833, 6-16=-2881833 WEBS 3-7=01295.
3-6=-895I310 NOTES- 1) Wind: ASCE 7-
10, VuIt=150mph (3-second gust)
Vas&
116mph, TCDL-5.Opsf; BCDL=5.
Opsf;
h=15ft, Cat. ll; Exp C, Encl., GCpi=0.18;
MWFRS envelope); cantilever left and right exposed ; end vertical left
exposed, Lumber DOL=1.60 plate grip 3) ' 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. 4) Refer to girder(s) for truss to turss connections. 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 90 Ib uplift
at
joint 4, 191 lb uplift at joint
2 and 82 Ib uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support
concentrated load(s) 72
lb down and 16 lb up at 1-4-
9, 72 lb down and 16
lb up at 1-4-9, 40 Ib down and 51 Ib up at 4-
2-8, 40 Ib down and 51 Ib up at 4-2-8, and 68
Ib down and 91 Ib up at 7-0-7, and 68 Ib down and 91
Ib up at 7-0-7 on top chord. and 16 Ib down and 5
lb up at 1-4-9, 16 lb down and 5 Its up at
1-4-9, 17 lb down at 4-2-8, 17 lb down at 4-2-
8, and 35 Ib down at 7-0-7, and 35 lb down at 7-0-
7 on bottom chord_ The designlsoleetion of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted
as
front (F) or back B)_ LOAD CASE(S) Standard 1)
Dead + Roof Live (balanced)_ Lumber Increase=1.25. Plate Increaso=1.25
Uniform
Loads (plf) Vert:
1-
4=-60, 5-8=-20 Concentrated
Loads (lb) Vert: 13=-83(F--42,
B=-42) 14=
8(F=4, B-4) 15=-16(
F=-8, B=-
8) 16=-71(F=-35, 8==35) Ildefi Ltd 999 360 1 999
180 n/a nla 999 240 GRIP 244/190 Weight: 41 Ib
FT = 10%
riena.Fe;r
9HeujA _ d„
f 8..s
tP FMl;
NMIata
k J?
i k l,E.'O'
it t.td *i,•0, Mf, F,aa. aire4 z, trig 1,—q iu,.1110,1,l t l E iel.aaa n, w.t tWt,diem',€I.1"I ;.Px Wt+:asv gF•f5e .aal, a.eE fa t .v 6 'sA r, t i+ Fa:aGi _a ,
r'l fe tt't. seat Is F'i,u -e4 t. sf`i:<x P, h,V IN'iro tC-te sr, tt oil cafe.,.;, s0. tFci„y.tSo ,sMs,aMR,te MST ,c; _. t k Y s "- i, i i h' 01 I A& d d i xA M J die'
7 s f. i# a ,.g'^`q f f M6 E g H" t in 7'J 9 i 1 9 t E E aof i !. tt
in i f iai R d{A 4 A 1P a rvv sr le wIs a'k.} z:.tattiAt, 5 It.q . a , a -va ,"', ., t „tte l5 - rtetwt,tdiHntfi aF"zghl lit A i fiuol tssxes A'A"Y i lo;abi,
III F_i_
seeIr4"i!
oeM l!" %ail+ e,. it b"p sis ' port, rode th'Wt,' n r,f, pvm:><...ia,f,vm A E Rovi manes koh„ r „ 1,01i. F.i.
Job Truss 'Truss Type Qty Ply T
A00363991WRCSG4[)B9 HJ7P Diagonal I tip Girder
Job Reference (optional)
A I Roof Trusses. Foil Pierce, Ft 34946, design 0aa I truss corn Run 8 120 s Nov 1 2017 [not 8 1201s Nov 12 2017 mi-rek Industries, Inc Wed May 16 09 18 47 2018 Page' i
1-5-0 ID zfz9iVZDx8?LJytkQ_eVlfzY31Z-Typt ByB52J4NtYP2cUfYSo4nFii4lPGye4nOd[-nOzGF6
1
5-2-0 9-10-1 _
1-5-0 5-2-0 4-8-0
I
2x4 I 5x4 3x4 5
5-2-0 9-10-1
5-2-0 4-8-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in too) Udefi L/d PLATES
TOLL 20,0 Plate Grip HOT, 1,25 TC 0A2 Vert(-L) 0.08 6-7 999 240 1 MT20
TCDL 10,0 Lumber ROL 125 BC O50 Vert(CT) 0.08 6-7 999 180 BOLL
0,0 Rep Stress Incr NO WB 0,41 Horz(CT) 0,01 5 n/a n/a BCDL
10,0 Code FBC2017ii-PI2014 Matrix -MS i
I
Weight: 41 lb 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, LOT
CHORD Rigid
coiling directly applied or 7-3-6 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
136/Mechanical 2 =
528/0-10-15 (min, 0-1-8) 5 =
366/Mechanical Max
Harz 2 =
167(LC 22) Max
Uplift 4 =
92(LC 8) 2
356(L.0 4) 5
272(LC 4) Max
Grav 4 =
136LC 1 2
528(LC 1 5 =
366([-C 1 FORCES. (
1b) Max.
Comp,/Max, Ton, - All forces 250 (1b) or less except
when shown. I -
Of' CHORD 2-
11=-906/521, 11-12--876/524, 3-12=-
833/528 B01CHORD 2-
14=-
598/833, 14-15=-598/833, 7-15---
598/833, 7-16=-598/831 6-16=-
598/833 WEBS 3-
7-
171/295, 3-6=-895/643 3) * This
truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4) Refer
to girder(s) for truss to truss connections. 5)
Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 92 in Uplift
at joint 4, 356 In uplift at joint 2 and 272 lb uplift at
joint 5, 6) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
71 lb down and 16 to tip at 1-4-9, 71 lb down and
16 lb up at 1-4-8, 38 lb down and 45 lb tip at
4-2-8, 38 lb down and 45 in tip at 4-2-8, and 68
lb down and 91 lb tip at 7-0-7, and 68 In down and
91 lb tip at 7-0-7 on top chord, and 56 lb down
and 5 lb up at 1-4-9, 56 lb down and 5 lb up at
1-4-8, 17 11a down and 44 to up at 4-2-8, 17 lb down
and 44 lb up at 4-2-8, and 39 lb down and 77
lb up at 7-0-7, and 39 lb down and 77 lb Lip at
7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility
of others, 7) In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B) LOAD
CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase=1,
25, Plate Increase=1,25 Uniform Loads (
pif) Vert: IA=-
60, 5-8-- 20 Concentrated Loads (
lb) Vert: 13=-
83(1`=-42, 8=-42) 14=8(F=4, 13=4) 15=16(
1`=-8, B=-8) 16= 71(F=-35, B=-35) NOTES- 1)
Wind:
ASCE 7- 10 1 Vult=150mph (3-second gust) Vasd=116mph,
TCDL=5.Opsf, BCDL=5,Opsf, fi=15ftl Cat, If '
Exte C ' Encl., GCpi=0,18 ' MWFRS envelope), cantilever
left and right exposed ' end vertical left
exposed; porch left exposed, Lumber W11 's.'
s p11, W I 'os 'I', u,f 5"a i, W, r tt d0. tl 4- 11 TT'Ml 4 L,
4"I 1: 10 91 I'M' Co -1 Ey 4 Opt !,W t, e t,t letq k,4 q ol 11,11411111. 1- M n,4,
r tat e, :'p,w "-0, 11" J
911 M i, 'Iw sp"sae -l"! F 0 T,,zgan,q v n" ;,v 11, 11 il"', e.gh1
7CI ( A 1 bd lFo,m I Im's, HI Pi. P's, 06ow, pi-o Aoh- I I ,uha il F GRIP 244/
190
FT = 10%
7 0,
08 334l06
Jab !Truss _ ;Truss Type Oty - !ply
A0036400
WRCSG4DB9 I J3 '• Jack -Ope u 12 1
jJob Reference (optional)
Al Roof Trusses, Fort Pierce, Ft_ 34946, design'a@altruss. corn Run: 8.120 s Nov 92 2017 Point 8.120 s Nov 12 2017 MITek Industries, Inc Wed May 16 09:18-48 2018 Page 1
ID:zfz9iVZDx8?UytkQ_eVlfzY31Z-x8MkOlCjodDEVi_EABAn?0d01UjE?VHE?gNUJgzG _F5
1-0-0 3-0-0
1-0-0 3-0-0
2x4
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15
TCDL 10.0 Lumber DOL. 1.25 BC 0.15
BCLL 0-0 Rep Stress Incr YES WB 0,00
BCDL 10 0 Code FBC2017ITP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purling.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing_
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide. -
REACTIONS. lb/size)
3 - 71fMechanical
2 = 18810-8-0 (min.0-1-8)
4 = 36fMechanical
Max Herz
2 - 74(LC 12)
Max Uplift
3 = 45(LC 12)
2 - 80(LC 8)
4 = 31(LC 9)
Max Grav
3 = 71(LC 1}
2 - 188(LC 1)
4 - 52(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=116ruph; TCDL=5.Opsf; BCDL=S_Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18, MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown, Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 1 O.O 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.
3-0-0
3-0-0
DEFL. in loc) Itdefl Lid I PLATES GRIP
Vert(LL) 0.01 4-7 999 240 1 MT20 244/190
Vert(CT) 0.01 4-7 999 180
Horz(CT) 0.00 3 nla nta
Weight 11 to FT = '1digs
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 45
lb uplift at joint 3, 80 lb uplift at joint 2 and 31 lb
uplift at joint 4.
LOAD CASE(S)
Standard
a wag P'¢s;tatnrotM..r'exlkr:.SJt(E„.e.isk:ik[:WSs..,1X,.,.:R^I'(5,"„_?:RCk hIR teAi 9e.,8 tn. e. M,r aSY +rRs,„a .r,£or># tN n, 1h,", i `_ Ft nt",",4s. .'tall*. eSM.,,"dri let
Is, F9. i d: `i t q it } b e 4! 9, R S so F A F S !e b t Is 6¢ In 1 1, H -.1 ! k 4 y N. d al.r
y y
I k t t t1 <.r k n 1 6B § t aI # aZ tt 6d t w I r do e a @too gat k` ai,"Ws,t
t a . ka:C1 l: ih N f rp* a i 1&q f rt (. i t i An R 1 i wz 4 F ti k; 1 4 I ac, ,ro >a S s ,tsna s. at.s .aFrz..e _I =.vx'e.-a, ma iS ` lt4 Blvd
t'R..sf tsdmtS4 _ tQNfpol v xir et kp rs 4s: r .ore1 t, rt - ..,Y (tt t.itE. t i •.4
p,,hi?_34A1lirdhosses-hlhen{t, Imno III: Isi Ret,owie€ el it's d¢t,rer4,n-,4o,x s P,4hb;ind.,Aht"I its, siite cel:s-oc ie,A I4flmws dioo,viioosha4{,,ti-
Job Tiuss Truss Type Qty _ Ply
A00364011
WRCSG4DB9 I is ! Jack -Open 5 '
I'Job Reference (optional)
Ai Roof Trusses, Fart Rerce, FL 34946design@ a'lluss. corr - Ron. 8 120 s Nov 12 2017 Pnnt 8 120 s Nov 12 2017 MiTek industries, Inc Wed May 16 09 18 48 2018 Page 1 ID
zfz9iVZDx8?UytkQeVlizY31%-x8MkOlCtodDEVE_ FABAn?OdyDUgY?VhiE?gNuJgzG_F5 1-
0-0 5..0-0 100
500 eV
T
cl
2x4
4 5-
0-0 5-
0-0 Plate
Offsets (X.Y)- 2:0--4 5,Edge] LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in loc) Itdefl L(d 1
CLL 20.0 Plate Grip DOL 1.25 i TIC 0,44 Vert(1 L) 0 03 4-7 999 360 TCDL
10.0 Lumber DOT 1.25 BC 038 Vert(CT) 0,06 4-7 983 180 BCLL
0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0,00 3 nla nla BCDL
10.0 Code FBC2017ITP12014 i Matrix -MP Wind((-F) 0,06 4-7 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-0-0 or;
purlins. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 on bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide_ REACTIONS. (
Ib,'size) 3 =
12711"dechanical 2 -
264/0-3-8 (nnin_ 0-1-8) 4 -
641Mechanicai Max
Herz 2 -
127(LC 12) Max
Uplift 3 =
94(LC 12) 2 -
76(LC 12) Max
Giav 3 =
127(LC 1) 2
264(LC 1) 4 -
91(LC 3) FORCES. (
ib) Max_
Comp./Max. Ten_ - All forges 250 (Ib) or less except
when shown. NOTES-
1)
Wind_ ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5,0psf' BCDL=S.Opsf; h=25ft, Cat.
11' Exp C, Encl., GCpi=0.18, MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed , end vertical left exposed,C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom
chord live Load nonconcurrent with any other live
loads. 3) "
l his 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 Pit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
17 Ib FT = 101! n
sy Peas, :2, ,+esa, ,.W"% UP 11!'S "Ps Zcp "nrA, iRWl JIr ist k;. i . ai A;',fiM,a't , i""f g t. a..ixr>aM .sip s JmY „=aWh.eecr, "e 1 11 tef..,a cb e:.s, , ", ni-'r , s.ot i w1, 11 ,",.. nv{'-
i I I( I- 1 9- io 0, v M k It, r 64d 11, A@. ( X ( V i L E } gi iiU 1 11 'hi f
p 14t[.id 1 S h d IP va Ir iI r Q M $. 1& or-- i l >z k J Y' I4H ak 1 !,0 h 1N, S '
0 h PkIvj. f eWIN 3 VII { 6t Ls k F I@ •k>re Fa ss r er rs:t t.s e"pI, 7e_q s .S s S'„oxnn. W'W h ,
t\.qW 1R n ttNi R;F, p.,r 11,,s.. kv'1 .q A r¢._. I. I' .J'n P3, 104 J.,...Y 5 £03n 1 "'
t _ut,
1 B;'>d id t D
t:[e, F144(; Srs,ie. Imi,"
ri. bmrt'ill g(_fepr.,out ,a !k;denxs€nt, ntiny Irrr,-(,ob hlee*r,neri tke w:sNsnpx•messltia Fern A-t4o,...e; 014xr 1_ temc. Ili, P1
doti Truss `Truss Type OYy ;Ply -
A00364021
jWRCSC,4DB9 JSD ,JACK -OPEN :5 1
lob Reference (optional)
Al Roof Trusses, Fort Pierce Fr. 34946, design carat truss-com Run_ 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 Mil ek Industries, Inc Wed May 16 09 18 49 2018 Page 1
lD zfz9iVZDx8?UytkQ_eVlfzY31Z-PLw6beDLZwL57sZRjvhOXDA96u1gkyXNEK6RrGzG _F4
1 8-15 6-4-8
1 8 15 4-7-9
LOADING (psf) SPA
TCCLL 20.0 Plat
T
a'
e
r
CING- 2-0-0 CSL
Grip DOL 1.25 TC 0.30
her DOT 1,25 BC 0,32
Stress incr YES WB 0 00
e FBC2017ITPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x6 SP No.2
POT CHORD 2x4 SP No.2
BR -ACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
ac purlins_
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
j MITek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Iblsize)
1 - 25910-3-8 (min.0-1-8)
3 = 1911Mechanical
4 = 60fMechanical
Max Herz
1 - 137(I-C 12)
Max Uplift
1 = -50(LC 12)
3 =-118(LC 12)
Max Grav
1 = 259(LC 1)
3 - 191(LC 1)
4 = 82(LC 3)
FORCES. (to)
Max- Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind_ ASCE 7-10; Vuit=150mph (3-second gust)
Vasil=116mph; TCDL=5.Opsf; BCDL-5.Opsf; h=2511;
Cat. II; Exp C; Encl., GCpi=0.18, MWFRS
envelope) and C-C Exterior(2) cone, cantilever left
and right exposed ; end vertical left exposed,C-C for
members and forces & MWFRS for reactions
shown, Lumber DOL=1.60 plate grip DOL='1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joints) 1 considers parallel to grain
6-4-8
4-7-9
DEFL. in (loc)
Ven(LL) -0,04 4-7
Vert(CT) -0,08 4-7
Horz(CT) -0,03 4
Wind(LL) 0,08 4-7
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 50
lb uplift at joint 1 and 118 lb uplift at joint 3.
LOAD CASES)
Standard
Iidefl LId PLATES GRIP
999 360 MT20 244/190
943 180
nta n(a
923 240 1 Weight: 24 lb FT = 10°f
p h1
of r7 ri 1. !t i i! ill ika 'V y i f55,' #1 i t_ r, H of a t o) , l AMA I S rtt F itd.57P
W7 t# Fe W } k k p N.. ° 41 ' 1C' F I r q !e, @ i ¢ t A t! .Y i A. f 1 WoAirt4Yhxt .:
h
P 1 t k 4" SF i d N . b l 8{ t F§ iC .b id3 .NEI II s@' Sf N SS 1} ) } r€
1 t tt 17 at i 1 r& I a R "Ov PI'll, 1 ...fr I hf1 A SR31 M P S dIF _V e, t. rx 4 I v [ r} i` , q,,, F'k x
e hi"di ,:'* ,3;A5 aTe. x11;1 11v s 1' t. nle..Y :s ,uti 7. d31a,I 9e F E 'h1iMt t ice.§ k- , Ts,{c+W,,4 ,AI Pl,"niti. nkAIild
t,4o4i,v i-7.P,Do 41,t t. BCr mil Sfi of Ii,3i dluSw it, ofv li Qf(#R+;.Walx,ff.oIt( b-t ho(1l-,Still Ii o, A Rol IF kit€4 dni3ton+t. rii 11 i I J
2 tCE tY2 LUMBER - TOP
CHORD 2x6 SP
No.
2 POT CHORD 2x4 SP No.
2 BR -ACING - TOP CHORD Structural
wood sheathing
directly applied
or 6-0-0 ac purlins_ BOTCHORD Rigid ceiling
directly applied
or
10-0-0 oc bracing. j MITek recommends that Stabilizers
and required cross bracing be installed
during truss erection, in accordance with Stabilizer
Installation guide. REACTIONS. (Iblsize) 1 -
25910-3-
8 (min.
0-1-8) 3 = 1911Mechanical 4 = 60fMechanical Max
Herz 1 -
137(I-
C 12)
Max Uplift 1 = -50(LC
12) 3 =-
118(LC 12) Max
Grav 1 = 259(LC
1) 3 -
191(LC 1) 4 =
82(LC 3) FORCES. (
to) Max- Comp./Max.
Ten. - All
forces 250 (lb) or less except when shown. NOTES- 1)
Wind_ ASCE 7-
10;
Vuit=150mph (3-second gust) Vasil=116mph; TCDL=5.Opsf;
BCDL-5.Opsf; h=2511; Cat. II; Exp C; Encl.,
GCpi=0.18, MWFRS envelope) and C-C Exterior(
2) cone, cantilever left and right exposed ; end vertical
left exposed,C-C for members and forces & MWFRS for
reactions shown, Lumber DOL=1.60
plate grip DOL='1.60 2) This truss has been
designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads. 3) ' This truss
has been
designed for a live load of 20.Opsf on the bottom
chord in all areas where a rectangle 3-6-0 tall
by 2-0-0 wide will fit between the bottom chord and any other
members. 4) Refer to girder(s)
for truss to truss connections. 5) Bearing at joints) 1
considers parallel to grain 6-4-8 4-7-
9 DEFL. in (
loc) Ven(LL) -
0,04 4-
7 Vert(CT) -0,08 4-
7 Horz(CT) -0,03 4
Wind(LL) 0,08 4-
7 6) Provide mechanical connection (by
others) of truss to bearing plate capable
of withstanding 50 lb uplift at joint 1
and 118 lb uplift at joint 3. LOAD CASES) Standard Iidefl LId
PLATES GRIP
999
360 MT20 244/190
943 180 nta n(a
923 240
1 Weight: 24
lb FT = 10°f p h1 of r7 ri
1. !t
i i! ill ika 'V y i f55,' #1 i t_ r, H of a t o) , l AMA I S rtt F itd.57P W7 t# Fe W } k
k p N.. ° 41 ' 1C' F I r q !e, @ i ¢ t A t! .Y i A. f 1 Wo Air t 4 Y hxt .:h P 1 t k
4"
SF i d N . b l 8{ t F§ iC .b id3 .NEI II s@' Sf N SS 1} ) } r€ 1 t tt 17 at
i 1 r& I a R "Ov PI'll, 1 ...fr I hf1 A SR31 M P S d IF _V e, t. rx4Iv [ r} i` , q,,, F'k x e hi"di ,:'* ,3;A5
aTe. x11;1 11v s 1' t. nle..Y :s ,uti 7. d31a,I 9e F E 'h1iMt t ice.§ k- , Ts,{c+W,,4 ,AI Pl,"niti. nkAIild t,4o4i,v i-7.
P,Do 41,t t. BCr mil Sfi of Ii,3i dluSw it, ofv li Qf(#R+;.Walx,ff.oIt( b-t ho(1l-,Still Ii o, A Rol IF kit€4 dni3ton+t. rii 11 i I J 2 tCE tY2 NOTES- 1)
Wind_ ASCE 7-10; Vuit=
150mph (3-second
gust)
Vasil=116mph; TCDL=5.Opsf; BCDL-5.Opsf; h=2511;
Cat. II; Exp C; Encl., GCpi=0.18, MWFRS envelope)
and C-C Exterior(2) cone, cantilever left and
right exposed ; end vertical left exposed,C-C for
members and forces & MWFRS for reactions shown, Lumber DOL=1.
60 plate grip DOL='1.60
2) This truss has been designed for a 10.0
psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a
live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 4) Refer to girder(
s) for truss to truss connections.
5) Bearing at joints) 1 considers parallel to grain 6-
4-8 4-7-9 DEFL. in (loc) Ven(
LL) -0,04
4-7 Vert(
CT) -0,08
4-7 Horz(CT) -0,03
4 Wind(LL) 0,08 4-
7 6) Provide mechanical connection (
by others) of truss to bearing
plate capable of withstanding 50 lb uplift
at joint 1 and 118 lb uplift at
joint 3. LOAD CASES) Standard Iidefl LId PLATES GRIP 999 360 MT20
244/190
943
180 nta n(a
923 240 1 Weight: 24
lb FT =
10°f p
h1 of r7 ri 1. !t i i! ill
ika 'V
y i f55,' #1 i t_ r, H of a t o) , l AMA I S rtt F itd.57P W7 t# Fe W } k k p N.. ° 41 ' 1C'
F I r q !e, @ i ¢ t A t! .Y i A. f 1 Wo Air t 4 Y hxt .:h P 1 t k4" SF i d N .
b
l 8{ t F§ iC .b id3 .NEI II s@' Sf N SS 1} ) } r€ 1 t tt 17 at i 1 r& I a
R "Ov PI'll, 1 ...fr I hf1 A SR31 M P S d IF _V e, t. rx 4 I v [ r} i` , q,,, F'k x e hi"di ,:'* ,3;A5 aTe. x11;1 11v s
1' t. nle..Y :s ,uti 7. d31a,I 9e F E 'h1iMt t ice.§ k- , Ts,{c+W,,4 ,AI Pl,"niti. nkAIild t,4o4i,v i-7.P,Do 41,t t.
BCr mil Sfi of Ii,3i dluSw it, ofv li Qf(#R+;.Walx,ff.oIt( b-t ho(1l-,Still Ii o, A Rol IF kit€4 dni3ton+t. rii 11 i I J 2 tCE tY2 6) Provide mechanical connection (by others) of
truss to bearing plate capable
of withstanding 50
lb uplift at joint 1 and 118
lb uplift at joint 3. LOAD CASES) Standard
Iidefl LId PLATES GRIP 999 360 MT20 244/190 943 180 nta
n(a
923
240 1 Weight: 24
lb FT = 10°f p
h1 of
r7 ri 1. !
t i i! ill ika 'V y i f55,' #
1 i
t_ r, H of a t o) , l AMA I S rtt F itd.57P W7 t# Fe W } k k p N.. ° 41 ' 1C' F I r q !e,
@ i ¢ t A t! .Y i A. f 1 Wo Air t 4 Y hxt .:h P 1 t k 4" SF i d N . b l 8{ t F§
iC .
b id3 .NEI II s@' Sf N SS 1} ) } r€ 1 t tt 17 at i 1 r& I a R "Ov PI'll, 1 ...
fr I hf1 A SR31 M P S d IF _V e, t. rx 4 I v [ r} i` , q,,, F'k x ehi"di ,:'* ,3;A5 aTe. x11;1 11v s 1' t. nle..Y :s ,
uti 7. d31a,I 9e F E 'h1iMt t ice.§ k- , Ts,{c+W,,4 ,AI Pl,"niti. nkAIild t,4o4i,v i-7.P,Do 41,t t. BCr mil Sfi of Ii,
3i dluSw it, ofv li Qf(#R+;.Walx,ff.oIt( b-t ho(1l-,Still Ii o, A Rol IF kit€4 dni3ton+t. rii 11 i I J 2 tCE tY2 p h1 of r7 ri 1. !t i i! ill ika 'V
y i f55,' #1 i
t_ r, Hofa
t o) , l AMA I S rtt F itd.57P W7 t# Fe W } k k p N.. ° 41 ' 1C' F I r q !e, @ i ¢ t A t! .
Y i A. f 1 Wo Air t 4 Y hxt .:h P 1 t k 4" SF i d N . b l 8{ t F§ iC .b id3 .NEI II
s@'
Sf N SS 1} ) } r€ 1 t tt 17 at i 1 r& I a R "Ov PI'll, 1 ...fr I hf1 A SR31
M P S d IF _V e, t. rx 4 I v [ r} i` , q,,, F'k x e hi"di ,:'* ,3;A5 aTe. x11;1 11v s 1' t. nle..Y :s ,uti 7. d31a,I 9e
F E 'h1iMt t ice.§ k- , Ts,{c+W,,4 ,AI Pl,"niti. nkAIild t,4o4i,v i-7.P,Do 41,t t. BCr mil Sfi of Ii,3i dluSw it, ofv li
Qf(#R+;.Walx,ff.oIt( b-t ho(1l-,Still Ii o, A Rol IF kit€4 dni3ton+t. rii 11 i I J 2 tCE tY2
Job iTruss !Truss Type
WRGS,G4DB9 J6 Jack Open
Al Roof Trusses, Fort Pierce FL, 34946, design@ Ialtruss corn
1-0-0
1-0-0
3x4
I City Ply
A0036403
Job Reference (optional)
Run 8 120 s Nov 12 2017 Pi int 8 120s Nov 12 2017 Mi I ek industries. Inc Wed May 16 09 18 49 2018 Page 1
11) zfz91VZDx8?UytkQ _ eVlfzY31Z-Pi-w6beD[,-Zwt,b7sZRjvhOXDA4Pu_okyXNEK6Rt-GzG__F4
6-0-0
6-0-0
LOADING (Tisf) SPACING- 2-0-0 Csl.
TOLL 20,0 Plate Grip DOL 125 1 TC 0,60
ICUL 10,0 Lumber DOL 1,25 BC 0,51
BCLL 0,0 Rep Stress Incr YES WEI 0,00
BCDL 10,0 Code FBC2017(rPI2014 Matrix MP
LUMBER -
TOP CHORD 2x4 SP No,2
BOFCHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 6 0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS, lb/size)
3 = 155/1V16chanical
2 303/0-8,0 (min. 0-1-8)
4 = 77/Mechanical
Max Horz
2 134(1 12)
Max Uplift
3 100(LC 12)
2 = 69(LC 12)
Max Grav
3 155(LC 1)
2 = 303(LC 1)
4 = 110([-C 3)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (ib) or less
except when shown.
NOTES-
1) Wind: ASCE 7-101 Vult= 150mph (3-second gust)
Vasd=1 16mph; -1CDI_5,0psf ' BCDL=5,0psf ' h- 1 5ft;
Cat. 11 ' Exp C; Encl_ GCpi=O 18, MWTRS
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 DOL=1.60
2) This truss has been designed for a 10.0 pot
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 fall 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
Dead Land Der. = 1,116 in
6-0-0
6-0-0
DEFL. in loe) Udefl Ltd PLATES GRIP
i Vert(-L) 0,05 4-7 999 360 MY20 244/190
Vert(CT) 013 4-7 560 180
I iorz(CT) 0,00 3 n/a n/a i
i Wind(LL) 0,11 4-7 664 240 Weight: 21 Ib FT = 10%
It, 1. llope I'll N, 1"', r, 11 '14 i. K" I IV, 1 o 4 "I .0'.istt ny 1 T, 1 V, R c w I I i,, P" I, q—, v 'u" A ,, b"I 11, -ml 1W, 1 m W .1
A mt o
4 "V ssT1, v
Iw—, hNd r, Att a,ti. ,as VvV1,jha,w-nr,o i"I" acr'!,--Pw-I0I,j P1
lk,roewoi. I ill,., o—In I", fip", , P wf,tVI, d vi", 1h, c I u" Pon wo, fi, n A I Rof Im....
70 Truss 'Truss Type Qty _ I Ply I
A0036404i
WRCSG4D69 I J7 ( Jack -Open 112 1 1
Job Reference (optional)
Al Roof Trusses, fort P€erce, Ft. 34946, design@a1 truss corn Run. 8.120 s Nov 12 820 2017Print- .1s Nov 12 2017 MiTek Industries, Inc_ Wed May 16 09 18-50 2018 Page 1 I D_
zfz9i VZDx8?UytkQ_e V 1fzY31 Z-tXU U p_DzK ETykO8d HcDF4 Ri B? tH 8T PnXT_s?N izG_F3 1-0-
0 7-0-0 1-0-
0 7-0.0 3x4 -_ 7-
0-
0 o -a
Dead Lead
DeB_ = 118 in v o
ILOADING (pso
SPACING- 2-0-0 CSI. DEFL. in too) I/deft L/d I PLATES GRIP TOLL 20.
0 Plate Grip ROT 1.25 TC 0.87 Vert(LL) 0.10 4-7 830 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1,25 BC 0,69 Vert(CT) 0,24 4-7 349 180 BCLL ITO
Rep Stress Incr YES i WB 0 00 Horz(CT) 0,01 3 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 i Matrix -MP Wind(LL) OA9 4-7 433 240 Weight: 24 to FT = 10°% LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 BRACING- LOAD
CASE(S) TOP CHORD
Standard Structural wood
sheathing directly applied or 2-2-0 oc purims.
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. Ib/
size) 3 - 183/
Mechanical 2 - 342/
0-8-0 (min. 0-1-8) 4 - 91/
Mechanical Max Harz
2 = 154(
LC.12) Max Uplift
3 = 118(
LC 12) 2 - 75(
LC 12) Max Gray
3 = 183(
LC 1) 2 = 342(
LC 1) 4 - 129(
LC 3) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (Ib) or less except when
shown. NOTES- 1)
Wind:
ASCE 7-10, Vult-150mph (3-second gust) Vasd=116mph;
I CDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II;
Exp C; EncL, GCpi--0.18, MWFRS envelope) and
C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;G-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60 2) This
truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live loads,
3)` This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 4) Refer
to girder(s) for truss to truss connections- 5) Provide
mechanical connection (by others) of 3 alai %
K:ttkaq{w....St+hS*„U. i. :, S; .Ff UNAA, 1054€ 'WWV , ,19 n 1, VII<A trv< fe .k"'y r+2i r54A"A .,xb'.. . v,ig. x t N,. 11 vs., I lw.a 1, k,tk" Ix.S.M r,. oos,, U,'Dr"" 4AUF:ipfSle
r4V1, flafd (F fth ll.lquvSi.! l (. O.a Fz Mttt h,faicF„3 2u nn,,!D tF .R F h`yW dile(at>rzi GiDf 1t.,je5lll1 N€,V¢5 4SR I .r Or 6, 14f Dr."i:'A 7l. 1t€N3 31SiRDlStf Nb'.0168. 'Niliry OD 414 01e —18
Iml Wp,
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fob Truss Truss Type 1 oty fly _
WRCSG4DB9 a,l7P ;Jack -Open i2 i 1 I
A00364051
iJob Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1 trusscornRun: 8.120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries, Inc- Wed Mayy 16 09-'18 51 2018 Page 1 ID:
zfz9iVZDx8?UytkQ_eVlfzY3I Z-Lj2sOKEb5YbpM9jprKkUceFQIieHCgTghebYw9zG__ F2 1-
0-0 4-7-2 7-0-0 1-
6-0 4-7-2 2-4-14 4x4
LOADING
psf) SPACING- 2-0-0 CSi. TCLL
20.0 Plate Grip DOL 1.25 TC 0,58 TCDL
10.0 Lumber DOL 1,25 BC 0,64 BOLL
O.0 Rep Stress Incr YES WB 0,16 BCDL
10.E3 Code FBC2017 TP12Q14 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 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 6-6-8 oc bracing, MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide._ REACTIONS. (
lb/size) 4
281Mechanical 2 =
340/0-8-0 (min.0-1-8) 6 =
249I1'elechanical Max
Harz 2 -
154(t-C 12) Max
Uplift 4 =
33(LC 12) 2 -
133(LC 9) 6 -
159(LC 9) Max
Grav 4 =
32(LC 19) 2 =
340(LC 1) 6 -
249(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown. TOP
CHORD 2-
3=-2551210 BOTCHORD
2-
6=-4151215 WEBS 3-6=-
2841549
NOTES- 1) Wind_
ASCE
7-10, Vult'-150mph (3-second gust) Vasd=116mph; TCDL=
S.Opsf, BCDL=5.Opsf, h=15ft, Cat. If: Exp
C; Encl., GCpi-0.18; MWFRS envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed; porch left exposed,C-
C for members and forces & MWFRS for reactions
shown, Lumber DOL=1.60 plate grip DOL=
1.60 DEFL. Vert(LL)
0,
2 Vert(CT) 0-
2 Horz(CT) -0-
0 Dead Load Defl_ =
1116 in i i I"
M
i
i
3x4 , 5
n (
too) Ildefl
Lld PLATES GRIP 4 6-9 >
345 240 MT20 244/190 0 6-9 >
412 180 0 6 nla
n/a Weight: 28 Ib
FT = 10l0 3) This truss
has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads.
4) " This truss
has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 5) Refer to
girder(s) for truss to truss connections. 6) Provide
mechanical
connection (by others) of truss to bearing
plate capable of withstanding 33 to uplift at
joint 4, 133 lb uplift at joint 2 and 159 Ib uplift at joint
6, LOADCASE(S) Standard
M1s nwr
i:.
asr e e°h e t a i [1-5.`i, [.;,P lE: (iIM€3 t. .t .S•i`t:M !1x 1'3E3; h:i bJq 2 ic dr3e, 7s l e.x., :brc.d a.t ,.ui :...J,v .£sp 3'ea e. <Mire£I .•.. Ff ee'. pxy;tz^ a ., Jal.+;.ren .sinel s+Re ..G „=r sA d M
a f q q o ra 7 C n w+, e in. e r p lw i .5 ;` f k t1, 1
J 14S C} B b 9rf iq ^a-ft 11?, iC i$ tX rf - Ih"N' amld 0 A G",,O 'r dglm.. St _ F6C t%
zu,£Bri
eep r., ed t torcc...Bie s.r £rk£aLratzFv,e1. 13.16.„ s,a¢ezE Y§.# s r £„aN ..
s.
r 1#y 3.4 i,_. e..a .. fist„P, wt 'e'Ce,
t. -dig t ,hi .4.
1`i; d k fnei Lussec Anlfie±y i. imnh[ tL t - $e,R£e4nEFiea of f4n Sm ment n aav (can s p,eki6;9e'-fhrnt,6e w iflan pertti sc x:'•c a 5-€ 041. csss> M!ha r i. lemto III, Pi, 3) This truss
has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads.
4) " This truss
has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 5) Refer to
girder(s) for truss to truss connections. 6) Provide
mechanical
connection (by others) of truss to bearing
plate capable of withstanding 33 to uplift at
joint 4, 133 lb uplift at joint 2 and 159 Ib uplift at joint
6, LOADCASE(S) Standard
M1s nwr
i:.
asr e e°h e t a i [1-5.`i, [.;,P lE: (iIM€3 t. .t .S•i`t:M !1x 1'3E3; h:i bJq 2 ic dr3e, 7s l e.x., :brc.d a.t ,.ui :...J,v .£sp 3'ea e. <Mire£I .•.. Ff ee'. pxy;tz^ a ., Jal.+;.ren .sinel s+Re ..G „=r sA d M
a f q q o ra 7 C n w+, e in. e r p lw i .5 ;` f k t1, 1
J 14S C} B b 9rf iq ^a-ft 11?, iC i$ tX rf - Ih"N' amld 0 A G",,O 'r dglm.. St _ F6C t%
zu,£Bri
eep r., ed t torcc...Bie s.r £rk£aLratzFv,e1. 13.16.„ s,a¢ezE Y§.# s r £„aN ..
s.
r 1#y 3.4 i,_. e..a .. fist„P, wt 'e'Ce,
t. -dig t ,hi .4.
1`i; d k fnei Lussec Anlfie±y i. imnh[ tL t - $e,R£e4nEFiea of f4n Sm ment n aav (can s p,eki6;9e'-fhrnt,6e w iflan pertti sc x:'•c a 5-€ 041. csss> M!ha r i. lemto III, Pi,
Jc1t 'Truss Truss Type Qty - .Ply
A0036406
WRGSG4DB9 I K01 flip Girder 12
Job Reference (optional)
Al Roof T cusses. Fort Pierce FL 34946, design@auruss.corn Run: 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries Inc. Wed May 16 09 18 52 2018 Page 1
IC.zfz9EVZDx8?UytkQ_eVlfzY31Z-pwcEEgFDsrjf_Jti?P1 FigsobW5x7xFJpwIL6SbzG_F1
1 0 0 5-0-0 - 9-2-0 13 4-0 18-4-0 19-4 0.
1-0-0 { 5-0-0 4-2-0 4-2-0 5-0-0 1 -0O j Dead
Load Defl. = 118 in 5x6
c 4x4 -::::
1
5x4 3x8 4x4 1.5x4 I'' 4x4
5-
0-0 5-
0-0 Plate
Offsets (X,Y)- 3 0-1-4,0 2 8], [5 0 1 4,0-2 8] 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 I
Code
FBC2017n-Pi2014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-9-4 oc
puriins. BOT
CHORD Rigid
ceiling directly applied or 6-2-0 oc bracing. M1
fek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS.
lb/size) 2 =
143610-3-8 (min_ 0-1-11) 6 -
143610-3-8 (min_ 0-1-11) Max
Herz 2 -
49(LC 8) Max
Uplift 2 =
528(LC 8) 6 -
528(LC 9) Max
Grav 2 =
1436(LC 1) 6 -
1436(t_C 1) FORCES. (
lb) Max.
Comp,/Max, Ten. - All forces 250 (Ib) or less except
when shown. TOP
CHORD 2-
3=-2849(1046, 3-18--322911242, 18-19=-3229(124
2. 4-19=-322911242, 4-20=-322911242,20-
21=-322911242, 5-21=-322911242, 5-
6=-284911046 BOT CHORD 2-11=-
90112539, 11-
22=-90012555, 10-22=-90012555, 9-10=-
88212555, 9-23=-882t2555, 8-23=-88212555, 6-8=-88412539
WEBS 3-11=01330, 3-10=-
340l834, 4-10 =-
6151387,
5-10=-3401834, 5-8=01330
NOTES- 1) Unbalanced roof live loads have been considered for this
design. 9-2-
0
13-4-0 18-4-0 4-2-
0 4-2-
0 5-0-0 CSI. DEFL. in lee) Fdeft
Lld PLATES GRIP TIC 0.61 I Vert(LL)
0,11 10 999 360 I MT20 244/
190 BC 0.73 Vert(CT) 0.23 10 957 180 WB 0,32 Horz(
CT) 0,07 6 ma n1a Matrix -MS Wind(LL)
0,14 10 999 240 Weight_ 81 lb FT = 10°
l 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd-- 1 16mph; TCDL=
S.Opsf, BCDL=S-Opsf; h=25ft; Cat- II;
Exp C; Encl., GCpi=Q 18, MWFRS (
envelope); cantilever left and right exposed , end vertical left exposed,
Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide adequate drainage to
prevent water pending. 4) This truss has been designed
for a 10-0 psf bottom chord
live
load nonconcurrent with any other live loads. 5) ° This truss has
been designed for a live load of
20.Opsf on
the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding
528 lb uplift at joint 2 and
528 lb uplift at joint 6- 7) Hanger(
s) or other connection device(s) shall be provided sufficient to support
concentrated load(s) 159 Its down and 149 lb
up at 5-0-0, 144
Ib down and 127 lb up at 5-4-3, 131 Ib down and
127 Ib up at 7-4-3, 131 to down and 127 to up
at 9-3-3, 131 lb down and 127 lb up at 10-11-13,
and 144 in down and 127 Ib up at 12-11-13, and 159
Ib down and 149 lb up at 13-4-0 on top chord
and 83 lb down and 38 Ib up at 5-0-1, 42 lb
down at 5-4-3, 42 lb down at 7-4-1 42 lb
down at 9-3-3, 42 lb down at 10-11-13, and 42 lb down
at 12-11-13, and 83 in down and 38 lb up at 13-3-
15 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. 8) In the LOAD CASE(S)
section, loads applied to the face of
the
truss are noted as front (F) or back B). LOAD
CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate
Increase=1.25
Uniform
Loads (plf) Vert: 1-3=-60,
3-5=-60,5-7=-60,12-
15=-20 Concentrated
Loads (lb) Vert: 3=-131(B)5=-131(B)11=-123(B) 10---
40(B) 4=-
131(B)8=-123(B)18=-131(13) x xar
F4„a-r>E, ._lea t, l..0 it ,sP . fOa N,
Ha<i`jk K t':'O, r'.f 3..s'*110, dng r, .> A Aep-s'»,:,"," 1<11 kiA., ,..a P M„ae," r E exa-.. s,-.,W.i" 1,k 1"v.+.. Mtl F.t vA Ef&. tfN4; (1P. M ni ("T 01 d g
q ill !r N- EPk -RJI w 1 f[r ..M ct H 1-ii. ttt tt 4 T "1 t! r{ t "r' 0 € 9 v # ( E- f
tD k i R 1 i R f d P WA1 !N' rf of £ t zd ! t ..€ A t k € Jiq ?af t . R 4 f ! ! i S
if 1 5: r,p, ten: 1, a 'k.l t„ k,.;xw le t T3 n'tc =xMf etc :ow eaeMsr, au gts .ape ,> uas ,e, . -e
a.
s,
ycen -:5, 1x. a 7,e„n.. a 4 n speu,s_a , iSy 5 nN v'A--, 0 t D x Cb, l .44p6 trrtt gM 4,,;-;MtAiliidI ,nr< Ae6- c,b,111 F?- Serroaes ua. I:Au
a,ij, of fin .sc0b,Ia,d w,Phttp tot rmtee P,es4wtam .- for -i resse; A oasv1.1amh3t!?.t_
Job (Truss Truss Type __ 1Qty 1Ply
I '
WRCSG4DB9 K02 (Hip '2 i
1
Job Reference (optional) -_
A t Root trusses, Fort P1eice Ft 34946, design@at truss_com Run: 8 120 s Nov 12 2017 Print 120 s Nov 12 2017M iTek Industries, I
ID zfz9iV7-Dx8?t1 tkQ__eVifzY317 wcEF FDsrjf J
1-0-0 , 7-0-0 11-4-0 18-4-0
1-00' 700 440_ 7-00
4x6 ,
4x6 `-
3 4
A00364071 a "
I
May 16 09 18 52 2018 Page 1
soZL5y7x Itpwl L6SbzG_F 1
19-4-0,
1-0-Q
Dead Load Deft. = 1 /8 in
3x4 -:..
1.5x4
3x4 -
1 hx4 ",
3x4 --.
7-0-0 11 4 -0 18-4 Q
7-0-0 4-4-0 i
7-0-0
LC}ADING{psf} SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1_25 TC 035 Vert(-L) -0.22 7-15 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0 66 Vert(CT) -0.33 7-15 670 180
BCLL 0.0 Rep Stress Incr YES WB 0,09 Horz(CT) 0.03 5 n/a nta
BCDL 10.0 Code FBC2017 TP12014 Matrix -MS Wind(LL) 0-19 9-12 999 240 Weight: 69 lb FT = 10°l0
LUMBER -
TOP CHORD 2x4 SP No.2
5) ' This truss has been designed for a live Toad
BOT CHORD 2x4 SR No.2
of 20.Opsf on the bottom chord in all areas where
WEBS 2x4 SP No
BRACING- NG a rectangle 3-6-0 tall by 2-0-0 wide will flit between
TOP CH the bottom chord and any other members.
rat wood sheathing directly applied or 3 4-5Structural 6) Provide mechanical connection (by others) of
puef truss to bearing plate capable of withstanding 221
BOT CHORD lb uplift at joint 2 and 221 Ib uplift at joint 5.
Rigid ceiling directly applied or 6-8-13 or; bracing.
MiTek recommends that Stabilizers and LOAD CASE(S)
required cross bracing be installed during truss Standard
erection, in accordance with Stabilizer
Installation guide,
REACTIONS. lb/size)
2 = 793/0-3.8 (min. 0-1-8)
5 = 793,/0-3-8 (min_ 0-1-8)
Max Horz
2 = 65(LC 12)
Max Uplift
2 = 221(LC 12)
5 - 221(LC 13)
Max Grav
2 = 793(LC 1)
5 - 793(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less
except when shown.
TOP CHORD
2-3=-1208/799, 3-4=1034/823,
4-5=-1208/800
BOTCHORD
2-9=-54611028, 8-9--546/1034, 7-8=-54611034.
5-7=-546/1028 NOTES- 1) Unbalanced roof live loads
have
been considered for this design. 2) Wind: ASCE
7-1Q Vult=
150raph (3-second gust) Vasd-116mph: TCDL=5,0psf; BCDL=
5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=
0.18, MWFRS envelope) and C-C Exterior(2)
zone, cantilever left and right exposed ; end vertical left
exposed;C C for mernbers and forces & MWFRS for reactions
shown; Lumber DOL =t60 plate grip
DOL=1.60 3) Provide adequate drainage to prevent
water pending. 7,o. ,,giW 8., t1"
iErt.
l,;R„. ii6b5 s.. .x.,5 U1# „1 ."ti, F.,M,R Ve< r`rtl7 de 3,ewta ie s,§¢;a, a W i o r F
g F t r R h F t r t q g¢ A P 14 f g t? t -. 3 t{ R 1 ,N a tam Y3§ h t Zt r:, 4 E 1i VZ. r i } e C 0 1P ! 1 € o i 1 4 g h 01 ad ee t a - n b 5 'F• 1 i t I MA f :. o1,11( "IV* "M it
q 6 i l p se 4t pi ke '+ ri) i t h; & a Gb I-1,id"14E „O i
ncha.,
6 as ,(6F.i te., „'d 3, s.. .; ee 1, `t64v31.uq. k t.,.ar.>fe, ... 49 F¢L<.i,ifY r..ee<9dmt :.P o at-t f,r°-et. KD"It
A
1 bol
I't esr tni}anp3-1ne6sFi{,P.i-Re,¢dul,;esoUP.+s'at, ten ia oa;fmrr isplo5ih eu wtheu!tAc a dfle rel 3sia 4omS tRenii eatas ho',.Fxi_ 1o.Wll, Pi
Jab Truss Truss Type Qty Ply _
A0036408&
j WRCSG4DB9 IK03 Nip 12 _ 1
1 i-ob Reference (optional) J
Al Roof Tnisses, Fort Pierce, FL 34946, design a a1 u uss_com n: Ru8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed May 16 09:18:53 2018 Page 1 lDzfz9iVZDx8?
UytkQ eVlfzY31Z-H6AdROGsd9rWbTsGykmyi3Kp?VGwgjhz9y4f_1zG_FO 9-
4-0 1-
1-0-0 5 11-8 _. 9-0-0 912-p 12-4 8 _... 18-4-0 _.. 1..19-4 0 0-
0 5-11-8 3-0-8 0--2--0 3-0-8 5-11-8 1-0-0 1 4XR
o Dead
Load Dell. = 118 in N
v?
1 c`s 3x4 ,..::
4x4 -.::
3x4 ,:.
3x8
9-
2-0 18-4-0 920
920 Plate
Offsets (X,Y)- 2 0 0-9,Edge], [6 0-0-9,Edge] -. LOADING (
psf) SPACING- 2-0-0 CSL FEEL. in Qoc) Ildefl Lid PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.43 VeddT) 0.12 9-15 999 360 MT20 244f190 TCDL
10.0 Lumber DOG 1.25 BC 0,82 Vert(CT) 0,27 9-15 820 180 BCLL
0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0,03 6 nla n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 9-15 999 240 I Weight: 79 ib FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 POT
CHORD 2x4 SP No -2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-6-15 oc
purlins. BOTCHORD
Rigid
ceiling directly applied or 6-10-0 oc bracing. MITekrecommends
that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide._ REACTIONS. (
lb/size) 2 -
79310-3-8 (min.0-1-8) 6 -
793f0-3-8 (min- 0-1-8) Max
Horz 2 =
82(t-C 12) Max
Uplift 2 =
239(LC 12) 6 -
239(LC 13) Max
Grav 2 =
793(1-C 1) 6 =
793(t_C 1) FORCES, (
Eb) Max.
Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown. TOPCHORD
2-
3=-1247(916, 3-4=-9791744, 4-
5=-9791744, 5-6--1247(916 BOT
CHORD 2-
9=-680(1100, 8-9=-685l1100, 6-
8=-68511100 WEBS
3-
9=-3451416, 5-9=-3451416, 4-9=-4581645 NOTES- 1) Unbalanced
roof live loads
have
been considered for this design. 2) Wind: ASCE
7-10; VUIF=
150mph (3-second gust) Vasil 116mph, TCDL=S.Opsf; BCDL=
5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=
0.18; MWFRS envelope) and C-C Exterior(2)
zone, cantilever left and right exposed ; end vertical left
exposed,GC for 3) This truss has been designed
for a 10.0 pal bottom chord live Load nonconcurrent with
any other live loads- 4) ' This truss
has been designed
for a live load of 20.Opsf on the bottom
chord in all areas where a rectangle 3-6-0 tall
by 2-0-0 wide will fit between the bottom chord and any other
members. 5) Provide mechanical connection (by others)
of truss to bearing plate capable of
withstanding 239 lb uplift at joint 2 and
239 Ib uplift at joint 6. i" d 1 E 4 t'"
S Ek fO' ris 6+ 3 I..•.n A sr ss i €,„, ^d § 6'. <'h 41n, W - at. n i "'It I kA F TA v. R 4ti i
k i N t '3 D 3 "1 2 f ## IU I a e Fi 11 g Nt P' "
s fi n 156( 4) t u( IR t tf iv -I Slo 916 1 ¢% hcoj i ttE or Q0083 t=tf 'g i. S: r,113114
m,h M # &6 "f P . in t }tF- t AK£ 'i M1 4 F 7eE: , 1.v ahe xc,sxta.1 es..hs ^ aE: t,Va"xr .ve 1 (i 4I ; Blvd P'kx X
E f. Ni Er-
t#p B}t`4 4 tPK.ha1k n i t ti:t3 ice-rt',.Y.?t at aft iK ".}13 ea.E,fa F its -vR }i;x , a 1r 4 al .:>. n: ea, 4:n 6ai o+t wolt'>e., t. i s4346 ep",gr ,?
Nt A: 6r4e{hone ARk""
i lorboM PE Re,tmur'ne00,1 dxiinert quse_in. sinA 14wif-o d Ir—[.loibirN
Job Truss Truss Type 1 Qty i Ply
A00364091WRCS64C1B9VM2 =Valley 1 1
Job Reference (optional)
Al Root I iusses, Fort Pierce, FL 34946, design((bal truss com Run 8 120 s Nov 12 2017 print 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 09 18 54 2018 Page 1
ID:zfz9iVZDxB?UytkQ__eVlfzY31Z-IIkYfLGUOTzNDdROWS 11BENt4ovotPDrn6OcgCWUzG._F? , 2-
0._O 2-
0-0 LOADING (
psf) SPACING- 2-0-0 TC;
LL 20.0 Plate Grip DOI. 1.25 TCDL
10,0 Lumber DOL 125 BCLL
o.0 Rep Stress Incr YES BCDL
10.0 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP N0.2 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 2-0-0 oc purlins.
BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc bracing. Mr Fek
recommends that Stabilizers and required cross
bracing be installed during truss erection. in
accordance with Stabilizer Installation guide.
REACTIONS. lb/
size) 1 = 53/
1-11-7 (min. 0-1-8) 2 39/
1-11-7 (rein. 0-1-8) 3 = 13/
1-11-7 (min- 0-1-8) Max Harz
1 = 26(
LC 12) Max Uplift
1 = 9(
LC 12) 2 = 28(
LC 12) Max Grav
1 - 53(
LC 1) 2 - 39(
LC 1) 3 = 26(
1-C 3) FORCES, Qb)
Max. Cornp,/
Max. Ten- -Fell forces 250 (lb) or less except when
shown. NOTES- 1)
Wind-
ASCE 7-10, Vult=150mph (3-second gust) Vasd-116mph,
TCDL-S.Opsf, BCDL=5.Opsf, h=15ft, Cat. 11;
Exp C' End., GCpi-0.18, MWFRS envelope) and
C-C Exterior(2) zone, cantilever left and right
exposed , end vertical left exposed;G-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 five loads.
4)' This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members- 5) Bearing
at joint(s) 2 considers parallel to grain 5.50'
12 2x4 -- CS1,
DEFL
in (hoc) Udefl L/d PLATES GRIP TC 0
03 Vort(LL) n/a n/a 999 MT20 244/190 BC Q02
Vert(CT) n/a n/a 999 WB 0,
00 Horz(C i) 0,00 2 n/a nta Matrix-P
Weight: 5 Is FT = 10% 6) Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 9 lb uplift at
joint 1 and 28 lb uplift at joint 2. LOAD CASE(
S) Standard 3 .
fa, !
ik `s, &i;`;Ei t'+k S, i Akt„a,l U•-45 -^ta>sc .;aru.ea4 cent rvG ;e Fe uan'i....r, _n3n f 4 ,iAt€.. .Nt.f :-.tex i>t eP as 0., '. o r
i dtP
S. 4 t € i2 A t -x 3 Et t fd . d qt e' Mt.s;.N1.sot?,. , ,.fie ut+s+aa! k;. ...e n„ R k
s72t.fAlkc t :r-.sic Ae 3 r.;. 7€sty#Ef P} Srp=sSua.r„ k, d,n mra, sc,o-,em .r_,haaLk+ru, tt<A apc i sox i en.n l4,.,t l:wnrs d9in?Ry f_r n.-., e-
Job Truss 'Truss Typo
WRCSG4DB9 VM4 Valley
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss cool
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1,25
TCDL 10.0 Lumber DOL 1,25
BCLL I]FO Rep Stress Incr YES
BCDL 10.0 Code FBC2017ITP12014
Job Reference
no
9iVZDx8?UytkQ,,,,_eV[fzY31Z-Ilk?fLGUOTzNDdROWSHBEHt30vo
4-0-0
1,5x4
5 '50 12
2
T1
I W1
1
B1
CSL
TC 0.11
BC 0,0:
WB 0.01
Matrix-P
LUMBER -
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
JOPCHORD
Structural wood sheathing directly applied or 4-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0 -0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb(size)
1 = 83/3-11-7 (min,0-1-8)
3 = 27/3-11-7 (min 0-1-8)
5 = 219/3-11-7 (min. 0-1-8)
4 10/3-11-7 (min. 0-1-8)
Max Harz.
66(LC 12)
Max Uplift
1 = 4(LC 12)
3 = 27(LC 1)
5 88(LC 12)
4 20([-C 3)
Max Grav
1 = 83(LC 1
3 19(LC 12)
5 219(LC 1)
FORCES. (ib)
Max- Comp./Max. Ten, - All forces 250 (lb) or less
except when shown-
TOPCHORD
2-5=-166/282
NOTES-
1) Wind: ASCE 7-10; Vult-1 50mph (3-second gust)
Vasd=1161nph, TCDL=5.Opsf, BCDL=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 I 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
I..5x4 li
DEFL. in (loc) Welt L/d
Verl(LL) n/a n/a 999
Vert(CT) n1a n/a 999
Horz(GT) -0.00 3 n/a n/a
4) ' This truss has been designed fare 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) 3 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface,
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 4 Ito
uplift at joint 1, 27 In uplift at joint 3, 88 lb uplift at
joint 5 and 20 Ib uplift at joint 4,
LOAD CASE(S)
Standard
A0036410
Page I
zG--F?
PLATES GRIP
MT20 244/190
Weight: 13 to FT = 10%
411,
I,
ft,% C JP "iA, 'r;VVVc,1 11"N10I,",, i4,
1R,V_,,,-,
Sir, , i" v q-4- -
r
roh4l,
hfsc1. 4l4t-1.
9 _01 WT -11- S 7o ia -, ' Mir E. R,ui1r-Who,I !b,Ili Pt
k",,
do,,
0 ,s"
rk"'po,bI,d+ I W Ft na,f,m,"
Job Tr1ss Truss Type :Qty Ply _
A0036411!
WRCSG4DB9 VM6 (Valley I1 1
L lJob Reference (optional) 1
Al Root Trusses, fort Pierce. Fl- 34946, desic0n@a1tntss. corn Run 8 120 s Nov 12 2017 Prior 8 120 s Nov 12 2017 MiTek industries, Inc- Wed May 16 09 18 55 2018 Page 1
ID-zfz9iVZDxB?UytkQ eVlfzY31Z-EVINshH69rr15Ern0a49oQnUQ9._J5u8gOGeGZtn3wzG_F_
6-0-0
6-0-0
1
131__. ,
c>
2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL,
TCLL 20,0 Plate Grip DOL 1,25 TC 0,40 Vert(Ll
fCDL 10.0 Lumber DOL 1_25 BC 0,21 Vert(C
BCLL 0,0 Rep Stress incr YES WB 0,00 Horz(C
BCDL 10-0 Code EBC2017ITPI2014 Matrix-P
LUNdBER-
T`OP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT C14ORD
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 = 151/5-11-7 (min.0-1-8)
3 = 281l5-11-7 (min. 0-1-8)
5 = 65515-11-7 (min, 0-1-8)
4 — 10015-11 -7 (min- 0-'1-8)
Max Horz
1 106(LC 12)
Max Uplift
1 = 13(LC 12)
3 = 281(LC 1)
5 = 260(LC 12)
4 = 200(I-C 3)
Max Grav
1 — 151(LC 1)
3 = 199(LC 12)
5 = 655(LC 1)
FORCES. (lb)
Max- Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=4881821
NOTES-
1) Wind: ASCE 7-10: Vult-150mph (3-second gust)
Vasd='116mph, TCDL-5.Opsf; BCDL=5.Opsf, h=15ft;
Cat, It: Exp C; Encl., GCpi-6.18: MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
and right exposed , end vertical left exposed,C C for
members and forces 8 MWT RS 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
5 4
3x6 11
in (too) I/deft Lld
n/a nla 999
nla nla 999
0-00 3 n(a nla
4) ' This truss has been designed for a live Toad
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) 3 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 13
lb uplift at joint 1. 281 Ib uplift at joint 3, 260 lb
uplift at joint 5 and 200 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight 20 lb FT = 10%
I f;',J v c''m4,1
3 P t P 14E1 1, 1' '.111 s"a tv
g'itiE Sr fF kaitucc krtttusyt-cRhsll P£_Sepi aa.t Urz 4, ctsJ. sr _.,rrce tr,hno».taut tex e'+.e p<mssec„4.a'(d stheues krtr-rt-L'rlr; a=--. t.S.
JANUARY 17,2017
5,
7,Rw,NA,
27
A' 1 ROOF TRUSSES
4451 STLUCIE BLVD. FORTPIERCE,
FL 34946 772-
109-1010 TYPICAL
HIP / KING JACK CONNECTION I STUFLO I MAX
LOAD- 55 psf Roof Load, 175 mph, ASCE 7-
10, Exp. B, C up to 60' Mean Roof Height and
Exposure D up to 30' Mean Roof Height. Attach
End Jack's w/ (
4) 16d Toe Nails @ TIC 3)
16d Toe Nails @ BC Attach
King Jack w/ (3) 16d Toe Nails
@ TC & 24" Strap w/ (6) 1
Od x 1 .5" ea, end @ BC I
ttach
Corner Jack's t/ (
2) 16d Toe Nails @
TC & BC (Typ) Attach
Corner Jack's w/ (
2) 16d Toe Nails @ TC & BC (
Typ) J,
11V- 'It I, 111
Wf41 4 V "1 1-, 1141P W! "11i { 1. 114I k.23 1 W h11 on 4A," p"
4 1 lk"
wmw m
fv ow vo—iw, n" i., Ns, WA— 1 wnw," Al
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST, LUCIE BIND.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
aflommumomm
IT IS THE RESPONSIBILITY OF THE SLOG.
DESIGNER OR THE PROJECT ENGINEER/ARCH
TO DESIGN THE CEILING DIAPHRAGM AND IT
ATTACHMENT TO THE TRUSSES TO RESIST F
OUT OF PLANE LOADS THAT MAY RESULT F!
THE BRACING OF THE GABLE ENDS.
2X6 DIAGONAL BRACE SPACED 48'
O,C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS,
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH, FASTEN PURLIN TO BLOCKING
Wf (2) m- 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
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
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE: VERTICAL
FOR WIND SPEEDS 120 MPH (ASCE 7-96, 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 7-96, 02, OS), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' Q.C. (2X4 STUDS MINIMUM).
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TD BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
AN ADEQUATE DIAPHRAGM OR OTHER METHDD 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 DNLY.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED 1
STUDS ARE NOT ADDRESSED MERE,
STANDARD GABLE
RUSS
JULY 17, 2017
STANDARD PIGGYBACK TRUSS 3TDTL04
CONNECTION DETAIL
MONOwmwmw PHIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02. ASCE 7-05, ASCE 7 10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS
noun464- NOTE: THIS DETAIL- IS VALID FOR ONE PLY TRUSSES SPACED 24- O,C OR LESS.
A,l ROOF TRUSSES
4451 S-F, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"OC PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS Ar 48"0 C
STAGGERED FROM EACH FACE AND NAILED 10 THE BASE TRUSS WITH
FOUR (4) 6d (1 5- X 0 099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS AT EACH 2" X 8" TEE -LOCK MULTLUSE
CONNECTION PLATE (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' O.Ct) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ha rmx m.11,110, N, 0 Mit'Ul IiW I MW 'Wti' 4 !I\mt W, 4""p '-- ,q — ", " , !' p I—q If 0'
Z4
q'otk .11, k'dk t tz' ml Z"
Wa ' t' ^ W-l Wlt, -."4 N
t,"' 1? I , "I",;
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL ® SHEATHED I STDTL05 .
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD
FORT PIERCE. FL 349,
SECURE
Wt(
N RAL SPECIFICATIONS:
1_ NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT,
3- INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" 0 C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A"-
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6, NAILING DONE PER NDS - 01_
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
E END, COMMON
SS, OR GIRDER TRUSS
TRUSS CRITERIA. -
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05146 MPH WIND
DESIGN PER ASCE 1-10170 MPH MAX MEAN
ROOF HEIGHT = 30 FEET ROOF PITCH =
MINIMUM 3/12 MAXIMUM 6112 CAI ERGORY
II BUILDING EXPOSURE C
WIND DURATION
OF LOAD INCREASE, 1.60 MAX TOP
CHORD TOTAL LOAD = 50 ESE ATTACH 2X4
CONTINUOUS r#2 MAX SPACING - 24" O.C. (BASE AND VALLEY) SYP TO
THE ROOF W7 TWO LISP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/
4" X 4.5") WOOD SCREWS INTO EACH
BASE TRUSS. k t
k § tt W :A"
tl 11,111 11.1z 9 S ft 3z,_, i
an.'S E,s re t 1.e. t uw.e-t ti,b:.d,[e tea v <. es .ei "-. > ` a
Ma'p•, .GS.:{„wf:,(
kl °is>ivesze: Rti(At, Ts'S@lL €e¢,uia£:Ix`N h.@at&fit-ek1"4}.Bi g_a,nett"11i86€ah.d!(R.fir4e"h,emd'$IDc(t c n¢, 4„?pPtl ,., h^a a. P.,,
A-1 ROOF TRUSSES
4' - — , , '— .' ""
FOF
SECURE
Wl(
to=
m TRUSSED VALLEY SET DETAIL
GENERAL SPECIFICATIONS:
1 NAIL SIZE = 3"X 0.131"= 10d
2, WOOD SCREW = 3'WS3 USP OR EQUIVALENT
3, INSTALL VALLEY TRUSSES (24- O,C, MAXIMUM) AND SECURE PER DETAIL
A-
L BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL. DESIGN
DRAWINGS
5, BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING,
6, NAILING DONE PER NDS - 01.
2" 4 R"J 4,11, vo" T I, li 'll N o 0't'w nT i F" w tv' 1 i-'a! i
JULY 17, 2017 1
1 Vr_Nl_t_L_ I %l_)L_
ILI"
t__; /-%It—
HIGH WIND VELO TY NUMEM
ATI A(
WIND DESIGN PER ASCE 7-98, ASCE 7-,
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT- 30 FEET
CAI ERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD , 50 PSI
MAX SPACING -- 24' 0 C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UNC c V-A_ I I IIUOra 10Ua I Or DESIGNED
WITH A MAXIMUM UNBRACFD LENGTH OF 2'- 10" ON AFFECTED TOP
CHORDS. NOTES:
1.
SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES, 2,
THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES I UMBER, CLIP
MAY BE APPLIED TO
THIS FACE UP TO A NON -
REVELED MAXIMUM 6/12 PITCH NOWBEVELED BOTTOM
CHORD H I BOTTOM CHORD op
FOR
BEVELED BOTTOM CUP MUST BE APPLIED TO CHORD,
CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO
EITHER FACE EXCEEDS 6/12 (MAXIMUM 12112
PITCH) BI'
d
4 * I FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
Now."
9awm
A- I ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
VERTIC
STUD
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY,
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' O.C.
2) 10d NAILS PBRACEINTO2XIS 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
NAILED TO
2X4 VERTICALSX
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' Q.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
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
4) Bd NAILS MINIMUM, ROOFU43X4WPLYOODSHEATHINGBLOCKOTSHEATHINGB2
X4 STE) SIRE 7--7--
7--7--7--7- DIAGONAL BRACING
L - BRACING REFER REFER TO
SECTION A -A TO SECTION B-B 24' MAX. NDE: 1.
TMINIMUM
GRADE
BE #
2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - 10d 2 CONNECTION BETWEEN
BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' MAX NAILS BE PROVIDED BY
PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN
15 FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER
FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L'
BRACES
SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE
ROW OF 10d NAILS SPACED 6' O.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE
TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0'
Q.C. 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 48' O.C, ATTACHED THE MIDSPAN OF
THE LONGEST GABLE STUD, ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUBS WITH (3)
10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD
DEFLECTION MEETS OR EXCEEEDS L/240, TO BLOCKING WITH (5) 8, THIS DETAIL
DOES NOT APPLY TO STRUCTURAL GABLES. DIAG, BRACE 10d NAILS. 9, DO NOT
USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES, IF NEEDED
IR 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
STUB STUD
WITHOUT 2X4 DIAGONAL (2) DIAGONAL BRACES
AT SIZE
SPECIES SPACING
BRACE L - BRACE BRACE 1/3 POINTS AND GRADE MAXIMUM
STUD LENGTH
2X4 SP 431SI-
UD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #3
11 STUD 16"0,C, 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3
1 STUD 24"O,C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2
12' O,C. -10-15 5-6-11 6-6-11 11-8-14 2X4 SP 42
16'0,C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2
24' O.C.3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER
6' - 3- REQUIRE A 2X4'T-BRACE ATTACHED TO ONE EDGE, DIAGONAL BRACES
OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN
T AND I BRACES TO NARRDW 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
HEIGHT = 30 FEET EXPOSURE B OR
C ASCE 7-10
190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING - DURATION OF LOAD
INCREASE : 1,60 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE [DETAIL
FEB, RUARY 17 2017 WITH 2X BRA ONLY STDTL09
A-1 ROOF TRUSSES
4451 ST, LUC,IE BL.VD,
FORT PIERCE, Fl 34946
772-409-1010
NOTES:
T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T—BRACE / I —BRACE MUST COWER 907 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)
m3m
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 [—BRACE
2X8 2X8 T—BRACE 2X8 [—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—BRACET 2X8 I —BRACE
T—BRACE / I —BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS NAILS
WEB
1(
NAILS WEB
I -BRACE T-BRACE
SECTION DETAILS
9F-FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
PXO 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 1.0 FEET
ALONG A FLOOR TRUSS.
NOTE 1; 2X6 STRQNGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A -I ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW,
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946 NOTE 2: STRQNGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS,
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRQNGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 1Qd SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X X) NAILS (0.131° X X). ATTACH TO VERTICAL
NAILWITH
S (
Q1313)X-310d BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRQNGBACK USE
METAL FRAMING ANCHOR
TO ATTACH TO
BOTTOM CHORD ATTACH
TO VERTICAL WEB
WITH (3) - 10d NAILS (
0.131° X 3°) ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0131" X X) DESIGNED
BY DTHERS. IF SPLICING IS NECESSARY, USE A 1' - 0` LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X X) EQUALLY
SPACED. INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRQNGBACK (DO NOT USE
DRYWALL TYPE SCREWS) ALTERNATE
METHOD DF SPLICING; OVERLAP
STRQNGBACK MEMBERS A MINIMUM OF 4' - 0` AND FASTEN WITH (12) - 10d
NAILS (0.131' X X) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRQNGBACK IS NOT ALIGNED WITH A VERTICAL),
FEBRUARY 17, 2017 LATERAL TOE AIL DETAIL
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NOTES:
L TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 45- WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3, ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES,
TOE -NAIL SINGLE SHEAR VALUES
PER NDS 2001 LB/NAIL)
DIA SP BE HE SPF SPF—S
131 88.0 80.6 69,9 68.4 59.7
caz 135 915 85,6 74,2 72.6 63.4
ri
162 108,8 99,6 86.4 84,5 718
128 74,2 67.9 58,9 57.6 50L3
caz 131 75.9 69.5 60,3 59,0 511
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 (MI62' DIk X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1,15:
3 (NAILS) X 84.5 (LB/NAIL) X L15 (DOL) = 291.5 LB MAXIMUM CAPACITY
mmff
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THISIS DETAILAIL IS ONLY : APPLICABLECABLETO E:
TH:E::NDDETAI:SHO=WN B E L 0 W VIEWS —
SHOWN ARE FCRILLUSTRATION PURPOSES ONLY. SIDE VIEW
2X3) 2
NAILS x—i
NEAR SIDE i NEAR
SIDE SIDE VIEW
2X4) 3
NAILS NEAR SIDE
i NEAR
SIDE x ----4NEARSIDEumSIDE
VIEW
2X3) 2
NAILS NEAR SIDE
NEAR SIDE
NEAR SIDE
F NEARNEAR
ANGLE
MAY
VARY FROM
30' TO
60' mm cl
RE
UPLIFT TOE -NAIL DETAIL
I-
A- ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT P€ERCE, FL 34946
77'2-4.09-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE --NAIL. WITHDRAWAL.. VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF--S
D
z 131 59 46 32 30 20
0
135 60 48 33 30 20
Q
m
162 72 58 39 37 25
D 0 128 54 42 28 27 19
z
131 55 43 29 28 19
W
Ali
1 62 34 31 21
N
z
120 51 39 27 26 17
0
z 128 49 38 26 25 17
0
131 51 39 27 26 17
O 148 57 44 31 28 20
NOTES:
1, TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 1Gd NAILS (0.162' DIA. X 3.5`) WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X L33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF LG0:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LOS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
a
TOP PLATE
OF WALL
SIDE VIEW END VIEW
FEES RUARY 5,2016 I TYP 2x2 NAILER ATTACHMENT I STDTI13 NMI
ffi
mm
2x2
NAILER ATTACHMENT Hummmomwwwwon
wommmsumvMW
GENERAL SPECIFICATIONS MEOW
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-
107 29'-0" Mean Height, Exp. B, C or D. Rb-
OKWI
U
lk ,
April 11, 2016
TYPICAL ALTERNATE BRACING DETAIL STI)TL 14
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD, 12FORTPIERCE, FL 34946
772-409-1010
VARIES
UPLIFT CONNECTION
SEER TRUSS)
EXTERIOR FLAT
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24
11
O.C.
SIMPSON H5
x -A
w-': S! k" i, 1
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
TDTLI5DAMAGEDORMISSINGCHORDSPLICEPLATES
13
TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION
OF NAILS EACH }(
SIDE OF BREAK (INCHES) SP OF SPE HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
A-t ROOF TRUSSES
4451 ST. LUCIE BLVD. 26 39 30'° 2194 3291 2007 3011 1697 2546 1738 2608
FOR'r PIERCE, FL 34946
712A09 1010 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH PX_ 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' 0LC, AS SHOWN (.131' OIA. X 3°).
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE,
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
IOd NAILS NEAR SIDE
10d NAILS FAR SIDE 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 (SEC 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.
P. 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 PX_ ORIENTATION ONLY,
G, THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
m
I
I FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16
WOW
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1,15
SPACING: 24' Q.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12112
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HE, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF lod COMMON WIRE NAILS (148' DIA, X 3'1 SPACED 6' O.C.
2. THE ENO 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 40'2 SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD
LDADS NOT EXCEEDING 50 PSF,
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
1. Fr
F k
d) f\
k
r.
V
Trusses are deli-ned for SIiINC,LF
E o
buss=.,dAle,,box NO(F At iRUSS F R._A JT IDUSS O a. ANan: material. r s D GD r , r, CTi Trs BY I, ,r a
Notify truss rr)anLafactczrer if material is ether than s13in,le. SS NOTE ., .1 .F A
n
cr Elr I.7sovs: D>al;r{, ru,.,;, {UN..'ylDs l o
Ho",Omi P :S.,L=) 'NOTE At , c. LIN L) U v 3C tuVA t3_A.P Ar?1 ,» m BY
3l,dt tJ.'.r`', iCiN. tSS NOT, f) ..}, R., SI N3TE
THIS R SS PIACFMN-} F S9 S TO SHOI,V
TRUSS 10,AND S S T-OCA7 JON ONLY i BUILDING
ar DESIGNERl R PSC'Y t FOR 5- r,.UCTJJI<, _.
SIABr U`YOF THE FNI R REFER 110
THE iNDIVIDUlt. TRUSS DGRAVITY R:
MONa CJR AND x, . iF L GA ri — OR BRA
O,IG s LRL",'.:1,)N D TAI.S R%FER: TO 6CST
03 AND"OR ,ENGINEER OF F F OF1 ,) 5.5
HE -NTS
THEi SalOF f.- EACH PUSS
DRA," N' _ r1ik A 1tJS24
P THD46 i) i a IUS26
SH422 THD26
MUS26 - v t_
o v - Tr;
TND26-
2-
s
C si) a
cr2a „ _ i
THD28IN, _ v j3) JUS46- LOADING
R
OF FLOOR WIND
i GAN 3 5/8" a LhV/
GAD zo 40 AsCE 7-10NO tr„ . , : a a DLsp {oAu
10 10 1543 wPr sxR C i m Lim LOAD ,0"
0CATEGORY
liIIATCiILI
GENIC FOYER CLGI SLOPE CLG I -
4" A.
I .F,
1S' - 1 7/8 A,
F.F. I8'-97/8ATF.
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 c- g htye a rs
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4,1 .2 Envelope leakage testing (Blower Door Testing) and R403,3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161),
1111111 1 11 111 1!1
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
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
EMEEM
Timothy' th
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
m
Envelope Leakage Test Report(Blower Door Tes
Residential Prescriptive, Performance or ERI Method Complianc
2017 Florida Building Code, Energy Conservation, 6th Edition i
job Information
Builder.
address:
Permit #:
M
I=
State: J_ L _ Zip:
Passing results must meet either the Performance, Prescriptive, or FRI Method
0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
7-- PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
e selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy (.alc (Performance) or R406-2017 (ERI):
x 60
CFM(50) Building Volume ACH(50)
PASS (Mechanical Ventilation is not required)
PASS (with Mechanical Ventilation)
FAIL
M9ftQd_fQLUkUW1Mg1Mjd_M9SQtUMe_
0 Retrieved from architectural plans
Mocle software calculated
0 Field measured and calculated
R402.4.1,2 Testing. Testing shall be conducted in accordance with ANSURESNETACC 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
489105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1 Extenor 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.
1interior 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,
UMM233=
Company Name: 15 Li ht ears, Inc Phone: (855)-438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 Gth Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: s« Date of Test: 7
Printed Name of Tester:
Lice nse/Certification #: Issuing Authority: RESNET
FOf:2%/i R402-2017
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
j u r is diction: Permit #:
job Information
Builder: Community: Lot:
ry
AddresS)
4
Unit:
City: z tc IL a
State: Zip: 7
Duct Leakage Test Results
System 1 0 Prescriptive Method cfm25 (Total)
cfm25
To qualify as "substantially leak free" Qn Total must be less than or
System 2 i equal to 0.04 if air handler unit is installed. If air handier unit is not
cfm25
installed, Qn Total must be less than or equal to 0.03. This testing
System 3 method meets the requirements in accordance with Section R403.33,
cfm25 i
Is the air handier unit installed during testing2 YES (,) [:]NO
Surn of any
additional systems cfm25
Total of all 0, erformiance1 ERI Method cfm25 (out orTotal)systems
cfm25 i
To qualify using this method, Qn must not be greater than the a
3— + 0 4Qn 1 proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total
of all Total Conditioned systems
Square Footage Leakage type selected on Form Qn specified on Form R405-20 7 7 R405-
2017 (Energy Co1c) or R406-2017 (Energy Cafe) or R406-2017 E==
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 Lightyears, Inc Phone: (855)-438-1515 1
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. 01
Signature
of Tester: Date of Test: Printed
Name of Tester: 44 License/
Certification #: Al Issuing Authority: RESNET
ar I/ ca te 0 A chwf ievement
Kyle Higgins
HAS MET THE STANDARD REQU I RED BY RESNET, ASA
CERTIFIED RATING FIELD INSPECTOR
2211MMIM
ertification Date- November 11, 2018
rtification Expires: November 11, 2021
Tim Smith,
RESNET Quality Assurance Designee
X9Aw1511*9 h,
RESNET QA Provider # (1998-199)
io
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
Job Address. ,,A'-,)_) Historic District: YeSE] NoEl
Parcel ID: Residentia,15, CounnercialEl
Type of Work: Nevv:3,"AditionEl Alteration Repair El DenioEl Change of U'se El move El Description
of Work: Plan
Review Contact Person: fim Phone:
Fax — Enlail: Property
Owner Information Name
Phone: Street:
Resident of propei City,
State Zip: Contractor
Information Name
Phone: r V T
Street-,
Fax: 1 City,
State Zip:\ State License No,: Name:
Street:
City,
St, zip; Bonding
Company: Address:
ArchitecVEngineer
Information Phone:
Fax:
E-
maila — Mortgage
Lender: Address:
WARNING
TO OWNER. YO1 ' IR FAILURE TO RECORD A NOTICE OF CONIMENCEMENT 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 WIT11 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
dris jurisdiction, I understand that a separate permit must be secured for electrical work, Plumbing, signs, wells, pooh, furnaces,
boilers, heaters, tanks, and air conditioners, etc, F8C
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'b Edition (2014) Florida Building Codc Revised:
lure 30, 2015 Pernin Application
Q
NOT -ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 11 13
The City of Sanford requires payment of a plan revie8v 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 jot) at the nine of submittal.
The actual construction value will be figured based oil 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 AFFIDAVI : I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
SWIM= Of 0,vner/Agent sm
Sign-awre Of'Notary-Statc ot Flonda e
Owner/Agent is ---- Personally Known to Me or
Produced ID - Type of ID
Si9'nature of Contractor/Agent-- Date
FIT, i ("altractovAgent's Name
SWKrun: of NoAj QoDatc
Cownissior. #
GG 110622 Ex-
res August 7,202.1 Contractor/
Agent )s`l-'\,' Personally Known to Me or Produced
ID Tyoc of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building El Electrical [] MechanicalE] Plumbing EJ GasE] Roof [] Construction
Type: Occupancy Use: Flood Zone: Total
SDI Ft of Bldg: Min. Occupancy Load: # of Stories: Nees,
Construction: Electric - # of Amps Plumbing - # of Fixtures____ Fire
Sprinkler Permit: Yes[] No N of Heads APPROVALS:
ZONING: UTILITIES: COMMENTS:
Revtsed,
Junc 30,2015 ENGINEERING:
FIRE: Fire
Alarm Permit: Yes [] No [:] WASTE
WATER:
Client: Ryan Homes
4307 Vineland Road. Suite H2O
Orlando. FL 32811
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, Fl- 32773
Area Tested; Residential House Pad, Lot 18
Material: Fill
Reference Datum: 0 = Top of Fill
UES Project No: 0110.1700732.0000
Workorder No: 9400461-2
Report Date: 09/24/2018
LIES Technician Sammie Edwards
Date Tested 09/21/2018
Type -of Test;
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1557 Modified Proctor
H a n d suer lao I jrl%s: General Descri tion of So its Encetcjre c - Location
of Auger Borings, Center of Pad 0-5' Brown/Tan Sand, 5-T Tan/Gray Sand Was
Building Pad Staked: Y Depth
of Watertable Below Grade: N/A Borings
Terminated 2 Feet into Native Ground? N Number
of Locations: 1. Depth of Each Boring: 7,00 Were
unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples
Obtained: N Should Material be Removed: N/A In -
Place Dens ty Test Report The
tests below meet the 95% minimum compaction requirement. Maximum
Optimum Field Dry Field Soil Pass Test
Density Moisture Density Moisture Compaction or No.
Location of Test Range pcf) N pcf) M Fail 6
Northwest Corner of Pad 0-1 ft 105.4 12.2 106.2 8 0 101 Pass 7
Southwest Corner of Pad 1-2 ft 105,4 12,2 104.1 8.6 99 Pass 8
Southeast Corner of Pad 1-2 ft 105.4 122 108.3 19 103 Pass 9
Northeast Corner of Pad 1-2 ft 105,4 12.2 106.2 5.6 101 Pass 10
Center of Pad 2-3 ft 105.4 12.2 101.4 43 96 Pass Remarks:
At time of testing, footings were not excavated; all tests performed on pad. 2340
Tudor Rose Drive I -
h- Pad P..1 ,Ind deck not,ndudl,,hn ti,s siody Ite ms rescar<,Ilybt Pease
Webby us in the c-ni e- sh s to 1,w r-1 subgrade and rockfill This
item has been elecoomcally es
p ned and seater- ev Manuel nzarty,
acing a Digidal Signatille Panted
copies of this docuirrov tae, not
considered signed a seared and
the signariie must be venfied or any
elecranic, copies It
you have any questions, please do not
hesitate to contact the signor or Liz
Naranjo (extension 23134). Sincerely,
Universal
Engineering Sciences, Inc. COA
No. 00000549 Manuel
Irizarry
2018 .
1 O. 03 a
9 14:57:24 0400'
Manuel
Irizarry, P.E,, M,E,C,E, Sr.
Project Engineer -Construction Svcs STATE
OF FLORIDA Professional
Engineer No 815 10 To
establish a mutual protection to Universal's clients. the Public and ourselves, all reports are submitted as confidential property of our clients and authorization
for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page
1
DESCRIPTION AS JOURNISTIFD: Lot 18, KENSINGTON RESERVE-, as recorded in Plot Book 81, PQges 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon HorneslNVI? Inc.
TRACT C /
3
DRAINAGE AREA
N 89'4854 " E
0
O
LOT 17
Q) Q,
2
1 24,50' LOT 18 24.50'
3250'
10-00
MOO'
10,00'
0
2
10.00'
I
26, 50' 25, 50' 25. 50'
1 0 ,- - -1 - - -
1 -
1- -
N 89'4854 E (ETS-)
60.00,
LCI LOT 19
TUDOR Rol-SIF DRIVLI-7
50' PRIVATE R/W)
240.00P(-AT P.R.M. PROPOSED -
PfNSHED SPOT GRADE ELEVATIONS a P
ER VRAJNA6E PLANS e t
q7 YM&AREA , ULA77ONS .G REAR 20' PROPOSED
DRAINAGE FLOW 1z' fMPERWOUS COVERAGE - 3,0314- SQUARE FEET OR 43.99 SIDE 5' FOR 40' LOTS LOT
GRADING TYPE 8 LOT CONTAINS 6,900-+ SQUARE FEET SIDE 7,5' FOR 60' LOTS PROPOSED
FINISH FLOOR PER PLANS - 25 9' LIWNG AREA CONTAINS 2,463,k SQUARE FELT SIDE 10' FOP, 75' LOTS CONG
tANAI PORCH CONTAINS 5681 SQUARE FELT SIDE STREET - 25' CR&
TSE Alff-EYTR --- SCOT77 ASSOC, INC - LAArD SURPTYOPLS KAY
5400
F. COLONIAL DR. ORLANDO, FT. 32807 (407)-277 3232 FAX (407)-6,58--14,36 111. •
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1
17COD90F (09-28-07)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:.---P,l
Doctimented Constraction Value: '2
Job Address: Historic District: Yes NoK
Parcel ID: ResidentiaQ Commercial
Type of Work° New Addition D Alteration 11 Repair D DeEl ChangeofUse El Move El Description of
Plan Review
Contact Person: Phone: 0 _
Fax: Email: — A , i
property Owner Information Name Street.
City,
State
Zip: Natnele'_Wl
Street: City,
State
Zip: Natne: Street:
City,
St,
Zip. Bonding Company -
Resident of
property? : 4," cohfblfoInformation
1A
300 51915--
rhonp:- T- Fax: Sco State
LicenseNo.:&
0_0 BfDC1/C/9' Architect/Engineer Information
Phone: Fax: E-
mail:
Mortgage
Lender: WARNING
TO OWNER.
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters,
tanks, and air conditioners, etc. FBC 1053 Shall
be inscribed with the date of application and the code in effect as of that date: 511, Edition (2014) Florida Building Code Revised: Jane 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 requirenients of Florida Lien Law, FS 711
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 accurat",jwt-1tat, Irwork will
be done in compliance with all applicable laws regulating construction and z
Signature of Owner/Agent Date sig re of ContractorlAgentate
Print Owner/Agent's Name
Signatureof'Notary-State of Florida Date
Owner/Agent is — Personally Known to Me or
Produced ID Type of ID
CHERYL D AKERS
MY COMMISSION # FF998962
EXPIRES June 05,2020
407) 3,98,0153
Contractor/Agent is Known to Me or
Produced ID _ Type of ID _
BELOW IS FOR, OFFICE USE ONLY
Permits Required: Building [] Electrical E] MechanicalPlunnbingE] Gas E] Roof] Construction
Type:_ Occupancy Use: _ Flood Zone: - Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric ® # of Amps_,-- Plumbing ® III of Fixtures Fire
Sprinkler Permit: Yes [I No [I #of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING.
FIRE: COMMENTS
Fire
Alarm Permit: Yes E] No [] WASTE
WATER. MOMMUMM
Revised:
June 30,2015 Permit Application