HomeMy WebLinkAbout3828 Crawley Down Lp- 18-2983; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006
BUILDING APPLICATION #: 18-10000652
BUILDING PERMIT NUMBER: 18-10000652
DATE: August 01, 2018
UNIT ADDRESS: CRAWLEY DOWN LOOP 3828 17-20-31-5VC-0000-0980
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG; SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3828 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
I ----------------------------------------------------------
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROAPS-ARTERIALS CO -WIDE ORD
Single FamilyHousingg 705.00 1.000 dwl unit 705.00
ROADS-COLLECTORS
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Sinzle Family
SCH90
Housing54.00 1.000 dwl unit 54.00
S CO -WIDE ORD
Single Family Housing 91000.00 1.000 dwl unit 91000.00
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 BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPAkY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE RE88UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES VERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
Grant Malay Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181 `10414 Book:9219 Page:120; (1 PAGES) RCD: 9/26/2018 1:23:40 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2983
Parcel ID Number: 17-20al -5VC-0000-0980
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement
1, DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Lot # 98 of Kensington Reserve 3828 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Horne Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc, dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
65 Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9, Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified)
WARjYW,2 E2 OWN R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
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.
44dDayna Mitchell Assistant Secretary signature
of r or Leases, or Owner's or Losses's (Print Name and Provide Signatory's Title/Mee) Authorized
w/Dlrector/PartneUManager) State
of Elmida County of ocarige The
foregoing instrument was acknowledged before me this ' Q day of 0 by
Il Who is personally known to me I K OR Name
of person making statement who
has produced Identification type of identification produced: TRACY
LEIGH MCDONALL) MY
COMMISSION ft FF925012 al
t.
0ti aQ.9Al53 EXPIRES
October 06. 20 i9 f:
orWat•tounrysrnMc eam
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: e /,': /I - - (
Project Name: Kensington Reserve Project Address•
t
Building Permit #: {} Electrical Pen -nit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
L This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorTey's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print Na ne of e pant
Signature tf r errant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber - Ryan Homes
Print Name of r for
Signature f e ontractor
CGC151715
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
mm
El. Contractor License #
CALLED INTO: ra Progress Energy o Florida Power and Light on
Rev. 02/10/1S)
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006 DATE: August 01, 2018
BUILDING APPLICATION #: 18-10000652
BUILDING PERMIT NUMBER: 18-10000652
UNIT ADDRESS: CRAWLEY DOWN LOOP 3828 17-20-31-5VC-0000-0980
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
CRAWLSPECIALNOTES: 3$28 CRAWLEY DOWN LOOP / KENSTNGTON
RESERVE / SFR C? K
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
RO S-ARTERIALS CO -WIDE ORD
Single Famil Housing 705.00 1.000 dwl. unit 705.00
ROAPSgg•COLLECTORS N/A
FIRE CFamily Housing .00 1.000 dwl unit .00
LIBRARY CO -WIDE ORD
00
Singgle Family Housing 54.00 1.000 dwl unit 54.00
SCHQtiLS CO wIDE ORD
PARKSg e Family Housing 9,000.00 1.000 dwl unit 91000.00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759:00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN RE VEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN'
CERTIFICATE OF OCCUPa& OR OCCUPANCY. THE REQVEST FOR REVIEW
MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND tSEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771, 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE %P 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
CITY OF SANFORD
JUN Z 8 2018 BUILDING & FIRE PREVENTION
111 PERMIT APPLICATION
Job Address: 3828 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-0980
Type of Work: NewFx] Addition 11
AI-01i6kion No:
Documented Construction Value:
Z9 6-3
Historic District: Yes El NoFx]
Residential FX] CommercialEl Alteration
El RepairEl Demon Change ofUse E] 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 NYE INC,
dbz_4an Homes Phone: 407-692-9831 Street: 4307 Vineland
Rd #H20 Resident of property? City, State Zip:
Orlando FL 32811 Contractor Information Name
NVR, Inc,
dba 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 Architect/Engineer Information
Name: AB Design
Phone: 407-774-6078 Street: 1441 N
Ronald Reagan Blvd Fax: City, St, Zip:
Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/
A Mortgage Lender: N/A Address: Address: WARNING
TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters,
tanks, and air conditioners, etc. FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30,
2015 1. -7 f,' //'-'
4..5 Cl 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 comph all applicable laws regulating construction and zoning.
7 177/5/2018 C7 7/5/2018
SignatuTi'4-P4 Date Signature of rMa r gen Date
Tracy McDonald Tracy McDonald
Print 0 er/Agent's Name Print C ntractor/Agent's Name
JA 7/5/2018 a, I a, 7/5/2018
Signature of Not -Stake of Florida Date Signature oflTotary(Stie of Florida Date
KRISTIN R FERRILL Y Po, KRISTIN R FERRILL
Commission # GG 233069
e I
Commission M233069
Expires July 11, 2021 Expires July 11, 20211
BoWed Tw 84at Ndm Sw*"
V,. IF114e OoWod thm SudgM $V*0
Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type oflD Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical [? Mechanical L23 Plumbingff GasE] RoofE]
Construction Type: v Occupancy Use: _?_1_'3. Flood Zone:
A
Total Sq Ft of Bldg: Min. Occupancy Load: k # of Stories: 2-
New Construction: Electric - # of Amps 2-0p Plumbing - #of Fixtures \2
Fire Sprinkler Permit: YesFJ No Rr # of Heads
APPROVALS: ZONING:X /9 UTILITIES:
COMMENTS:
ENGINEERING: MTC- R-&-(g FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. L 5 . 6 , 1.
SU 0-1 'C '-) C-L ,, 4 - /A ,
Fire Alarm Permit: Yes [] NoF]
WASTE WATER:
BUILDING: !;F!3-_-,04A
Revised: June 30, 20 15 Permit Application
CITY OF SANFORD
JUN ? 8 ?018 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: •-
Documented Construction Value: $ 100,022
2 S-3
Job Address: 3828 Crawley Down Loop Historic District: Yes D No 12
Parcel ID: 17-20-31-5VC-0000-0980 Residential nX CommercialEl Type
of Work: New Addition El Alteration 0 Repair El Demo El Change of Use 1:1 MoveEl Description of
Work: New Single Family Residence Plan Review
Contact Person: Tracy McDonald Phone: 407-
692-9831 Fax: Name NVR
INC. dba Rvan HQM Street: 4307
Vineland Rd #H20 City, State
Zip: Orlando FL 32811 Title: Production
Admin Email: trmcdona@nvrinc.
com Property Owner
Information Phone: 407-
692-9831 Resident of
property? : Contractor Information
Name NVR,
Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307
Vineland Rd # H-20 Fax: 407-692-9821 City, State
Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer
Information Name: AB
Design Street: 1441
N Ronald Reagan Blvd City, St,
Zip: Longwood FL Bonding Company:
Address: N/
A
Phone: 407-
774-6078 Fax: E-
mail:
brian@abdesigngroup.com Mortgage Lender:
Address: N/
A
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby rnade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornmenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised. June
30, 2015 permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in comp * pjjanfe with all applicable laws regulating construction and zoning.
j7/5/2018 J 7/5/20184SignaturOr/A Date Signature ofli ra clAgen Date
Tracy McDonald Tracy McDonald
Print C ) Print 0 er/Agent's Name
a
ntractor/Agent's Name
7/5/2018 7/5/2018
SignatureNot Stateot'Not -State offl.rid. Date Signature 0010tar! US, e of Florida Date
0 Nee, KRISTIN R FERRILL 'Jky P&I
Commission # GG 233069
KRISTIN R FERRILL
Commission # 00 233060
Expires July 11, 2021 - Expires July 11, 2021
oe Banded Ttwu Budget NOWY SMI- FV
1
r de-1 k"W"-k*0Nvwy#v*"
Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building] ElectricaIE] MechanicaIE] PlumbingE] Gas[—] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes 0 No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [] No
UTILITIES: 17-11 WASTE WATER:
FIRE: BUII,DING:
Revised. June 30, 2015 Permit Application
CITY OF
SJ ].NFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zane Determination Request Farm
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: 3828 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0980
Phone Number: 407.692.9820 Email; trmcdona@nvrinc.com
The reason for the flood plain determination is:
W New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
s, yy ..) ). .\ ys ,„, y i i Y it .,, 5.. ZrY t .A. t 1.. .. ly.,sy. y,„y, 1: 4 y, , y , „ _ ,,cc,, , \ ,. . ` y 3, 1,.x1i. l,.. 4. i'1 ty. ,. §.
l\ :y, ... y\ ti . y, u .. yy\ ,.., i. 1 1z y ys, ts .""4{, A A ff3 art. 1. ors, .t, .\. •. a . Y lti ti .. 1. 'S1 '
l»„
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date; Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
0 The parcel is not in the: FM -I floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 18-2307
Reviewed by: Michael Cash, CFM Date: August 6, 2018
I 1 0 Application for Paved Driveway, Sidewalk or
4VI
IX46W 1 Walkway
1111landscaping
Including Right -of -Way Use & OM4.1
I ; Right -of -Way187R7— CA "A -
J %,
4a tj " tj " www.
sarttiordfl.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688,5140 Fax: 407.688.5141 This
permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance With the City'
s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk
construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway,
walkway or landscape improvements Within the city right-of-way. It does not approve any work within any other jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size
and location of the existing right-of-way and use shall be provided or application could be delayed. 1.
Project Location/Address: 3828 Crawley Down Loop, Sanford, FL 32773 2.
Proposed Activity: [X] Driveway Walkway other. 3.
Schedule of Work: Start Date Completion Date Emergency Repairs 4.
Brief Description of Work: Construction of New Single Family Home I
This
application Is Prqxxty
Signature:
Address:
4307 in by:
H-
20 Orlando, FL 32811 Print
Name: Tracy McDonald phone: (
407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 07/05/2018 Maintenance
Responsibilitles/indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said instattationtimprovement 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 pennittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestors
property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. I
have read #rld qv lerstand the above statement and by signing this application I agree to its terms. Signature:
Date: 07/05/2018 This
permit shall be posted on the site during construction. Please
call 407.688.6080 24 hours In advance to schedule a pro -pour Inspection. Pre -
pour Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Official
Use Only Fee:
Date: Date:
Date:
WKSM91
M
November
2015 ROW Use Dnveway,pdf
7/5/2018 anPAParcel View: 17-20-31evo-0000*e80 Legal
Description LOT
98 KENSINGTON
RESERVE Propkrty-
Eecord Card Property
Address: 3828 GRAWLEY DOWN LOOP SANFORD. FL 32773 Value
Summary Values
Values Valuation
Method Cost/Market Cost/Market Number
of Buildings 0 0 Depreciated
Bldg Value Depreciated
EXFT Value CANT
RESIDENTIAL Land
Value Ag Portability
Adj Save
Our Homes Adj $0 Assessed
Value $52,000 14,000 Tax
Amount without SOH: $26658 Tax
Fslmlator Save
Our Homes Savings: $0,00 Q7
Does NOT INCLUDE Non Ad Valorem Assessments Taxes
Taxing
Authority Assessment Value Exempt Values Taxable Value omws
Description
Date Book Page Amount Qualified Vammp Units
Price 52,
00u/m Land
Value CO
Date Permit Date 1/
2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: ____Trqcy [cpq_nald__
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
11 The specific permit and for work located at:
7
Street Address)
Expiration Date for This Limited Power of Attorney:_____ May 20,2018
License Holder Name: Robert Lattanzi
State License Number:
Signature of License F
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this 5 day of.
200 by Robert Lattanzi who is m#p-j;
or o who has produced _V as
identification and who did (did not) take oath.
re
Notary Seal)
Print or type name
KRISTIN R FERRILL
Commission # GG 233069
Expires JUIY 11, 2021
7
Or VGA' W44d Ttn Budge No"
Rev. 08.12)
Notary Public -State of F100da_.!
Commission No. 33 () vl—
My Commission Expires:__Ujj 2J__
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot98KensingtonReserveSummerlandAGLSW Builder Name: RYAN HOMES
Street: 3828 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1264.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 289.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1384.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft2
6. Conditioned floor area above grade (ft2) 2421 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(235.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 590.25
a. U-Factor: Dbl, U=0.35 182.94 ft2
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.203 ft.
Area Weighted Average SHGC: 0,290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1381.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features
b. Floor over Garage R=13.0 291.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.097
Total Proposed Modified Loads: 68.59 PASSTotalBaselineLoads: 68.71
1 hereby certify that the plans and specifications covered by Review of the plans and T E Sr4T
this calculation are in compliance w' the Florida Energy
Code.
specifications covered by this'
calculation indicates compliance
Q
with the Florida Energy Code.
PREPARED BY: '' ""'' Before construction is completed
DATE: _ - - Gait _ this building will be inspected for
compliance with Section 553.908
I hereby certify that this bulldi as d ed, is in compliance Florida Statutes.
with the Florida Energy Code CQt1 WE
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed In accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house.
6/8/2018 7:57 AM EnergyGauget USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
SQ-FT. CALC.'S
I5T FLR LMWM 10W 5a FT.
2NO FLR LIVING I,331 5Q FT,
TOTAL LIVING 2,421 $Q FT.
ENTRY 35 5Q FT.
GARAGE 4" 542. FT.
TOTAL 2,S 5 5Q FT.
PATIO 24 SQ FT.
CCWCMW AND CIAOOM WIND LOMMMW 1ND EA'M E
FOR S MBCaD GUM
WUM OMA03 SUM ZONE FeoienwD
I IR 11-0OW-vHGD 5 24M-3016
2 24 3000 OR 4 30AM-32.18
3 FI 25-6H 4 28AW-301h
3A n 25-SH 5 X O/-31A6
4 33 2)25-514 5 TL31-340V
5 49 MSGD 5 2(,31/-3330
b n E 88 4
WIND DESIGN CRITERIA
A BASIC U00 SPEED MFf4 (3 SECOND GUST)
VULT-150 / VASO.116 MPH
B, NTERNAL T'FMSSURE COEFFICENT-• 1S
C. R)SK CATEGORY -TYPE 11
D. E) CATEGORT C
NOTE:
VALUES FOR WrgI TlEMS 1 CLADDW. PRESSURE ARE BASED ON
THE VUK DESIGN UWV SPEED. FBCR 6TH ED. (20n) ALLOle THESE
PRESSURES TO ME MA -TIMED BY 0b TO MET TAE ALLMU AMLE OR
NP'TBIAL TESTED VALUES USED BT Pllb D MAN.FACTURERS,
FX71E:
L FRIOR TO DRTINLL NSTA"" CM ALL iRWM TE lMAS 2'-C Fm'I THE FN414
FLOOR N.I. EE SPRAYED A*D TREATED W PARAIF A TERM TREATED SFRAT
3 n•
l
n+Noco FRAMOL
A
CABINET SECTION
FIRST FLOOR PLAN
SCALE: 1/4 . I•-0' £LEYATIM •A'
A R C X I T E C T 3
Design
Grou .!
14 1 N. RONALD REAGAN BLVD,
LONG WOOD. FL 32750
4 ]-]745018
N FAXA07-774a 78aDdesign;tswp com
A0. Y. 0003325
IIIIIIHa
SUBDIV. do I.OT-
KENSINGTON
RESERVE
LDT$98)
BWDEIi
SUMMERLAND
VERSIONJO1)
PROJECT*
299'7.000 098R1
PAGE:
FIRST
FLOOR
PLAN
DATE: 6 /5 /3 8
SCAX,M 1/4-=1'-0"
SHZZT
3 or 7
t
COPOHQM0CLAMMMADL0 O$MAMCUMDFJTP=W
FM 3OBDOD C4RMR
CALL# WE WiMR 2CME m6mvAD FOXAGE
ODM 1
b 54 4 2"5/-3U4 3050-
ffi1 2
5 4 X65/-319 2A
2 3040-FG 5 2SM-3810 28
5 EGRESS
5
281,5/-3105 3
5 55 5 28b5/-3195 4
b 5 2S.43/-3%40 3050-
64 5b4 28b5/-3U4 b
b 55 SGREWIND
4
28b5/-3U4 DESIGN
CRITERIA A
0451C UAND SPEED t193M (3 SEOGND GUST) WLT-
501 VAS0•U6 MPIA E3
WEPWAAL PFAESSURE COEFFICENT-..19 G
RISK GATEGORY•TYrE 11 D.
EXPO CATEGORY C NOTE:
VALUES
FOR COI'F'CHENTS 4 CLADDING PRESSURr ARE S
ASED ON TI-E VIA DESIGN UW0 SPEED. FH &T14 ED. (20t1) ALLOWS
THESE PRESSURES TO 5E MJLTIMW HT 0b TO MET
TFE ALLCUL45LE OR NOFINAL TESTED VALUES USED BT PRODUCT
MAKFAC1URERS. tee
1PfWRTO DRY"i NSA"" ON AL FRN*4G rEM9 $ T0 FROM TIE MON 0.
1FLOOR18E 1PRATED 00 TFEATEO 0 5MATE' A iER'tiE TREATED SPRAY STAIR
DATA: 17
R1SRRS Y7.57' 16
TREADS 010" +1" NOSING CEILitG
TO Z
i0' j 2Xa ME40H48 AS SHMN
ON BEET 6 RAIL616
I PWDR.
E
2.2 arr. TIREAV U4
RE-NFOFW NM . EA ROOM 2ND
aTitlMG[-7t W
WOARW
W ad **- KX3Q-
LATE xs
4nvw, / 3/
4' TK. aU5 FLOOR I
L----_-- GLUEO'NA4-M i_ I-----------
2.6 w 24' O.G. MAX 2.
4 P.T. PLATE SECURE UV IWd CUT NNLS Yr' O.G. MAX STAIR
SECTION: 9'-4" BRG. 1
318.1'-0' 40'-
8 3I4' 2ND. b
W-4' 5R'. HT, LHE
OF bT FLOOR BELOW j,
0'-0' FPL FLR q
SECOND
FLOOR PLAN 5CAL8:
1/4 - V-0' ELEVATIJON'A' E
A
A C X 1 T E C T $ Gro
uSp1.N: 1"
l N. RONALD REAGM BLVD. LONGW000,
R 3275 PR
77"078 FA%
07-]7-78 wwwnDO-
9.9rOPP.cwn AA
i. 0003;f25 SU33DIV.
dA RAT: KENSINGTON
RESERVE
LOTj98)
MODffi:
SUMMERLAND
VERSION/
01) PROJECT#:
2997.
000 098Ri PAGE:
SECOND
FLOOR
PLAN/
STAIR
SECTION
DATM
6/5/18 SCALM
1/4"=1'—O" 4
QF 9
Rl;',COJRT Co,,,py
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot98KensingtonReserveSummerlandAGLSW Builder Name: RYAN HOMES
Street: 3828 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number: 2 9 8
Owner: Jurisdiction: 6#501
Design Location: FL, Orlando County: Seminole (Florida Climate Zone
1 New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1264,00 ft2
b, Concrete Block - Int Insul, Exterior R=4.1 1073,30 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 289.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1384.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1384.00 ft2
6. Conditioned floor area above grade (ft2) 2421 b, N/A R= ft2
Conditioned floor area below grade (W) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(235.9 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 590.25
a. U-Factor: Dbl, U=0.35 182.94 ft2
SHGC: SHGC=0,29
b, U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.203 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons8, Floor Types (1381.0 sclft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features
b. Floor over Garage R=13.0 291.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.097
Total Proposed Modified Loads: 68.59 PASSTotalBaselineLoads: 68.71
1 hereby certify that the plans and specifications covered by Review of the plans and tKE S'rA2'
this calculation are in compliance w' the Florida Energy specifications covered by this
OkI
0
Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: Before construction is completed
V,
DATE: --------- j&-_8_-18_Scoft_Piatt___ this building will be inspected for 0'
compliance with Section 553.908 Q
I hereby certify that this build' rg as d&Wi*ied, is in compliance Florida Statutes.
with the Florida Energy Code QO'D W-T
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE, !F-RV4
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.060 Qn for whole house.
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
PROJECT
Title: Lot98KensingtonReserveSum Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2421 Lot ff 98
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE
of Units: I Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3828 CRAWLEY DOW
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 TempVDesignLocationTMYSite975 % 2,5% v
Winter
Summer Degree Days Moisture Range FL,
Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS
Number
Name Area Volume 1
Blockl 2421 21062.7 SPACES
Number
Name— Area Volume Kitchen Occupants— Bedrooms Infil ID - Finished Cooled Heated Main
2421 21062.7 Yes 5 4 1 Yes Yes Yes FLOORS
Floor
Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I
Floor over Garage Main ---- 291 112 13 0,11 0 0.89 2
Slab On -Grade Edge I nsulatio Main 115ft 0 1090 ft2 0 0.38 0.62 ROOF
Roof
Gable Roof Solar SA Emitt Emitt Deck Pitch V #
Type Materials Area Area Color Absor. Tested Tested Insul, (deg) 1
Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC
V#
IRCC TypeVentilationVentRatio (1 in) Area RBS I
Full attic Vented 300 1384 ft2 N N CEILING
V#
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1
Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood 6/
8/2018 7:57 AM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 2 of 4
FC)RIVI R40.5-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below SRace
R-Value 1
NW Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft2 0 0.23 0.6 0 2
NW Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0,6 0 3
SW Exterior Frame - Wood Main 13 29 6 8 0 236,0 ft-? 0 0.23 0.6 0 4
SW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 793 ft2 0 0 0.6 0 5
SE Exterior Frame - Wood Main 13 49 6 8 0 396,0 ft2 0 013 0.6 0 6
SE Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7
NE Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.23 0.6 0 8
NE Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9
Garage Frame - Wood Main 13 31 0 9 4 289.3 ft2 0 0.25 0.01 0 DOORS
V
Ornt Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
SW rn
Insulated
Main None 25 3 6 8 20 W 2
Insulated Main None 25 2 8 6 8 17.8 W Wall
V # Ornt ID Frame Panes 1
NW 1 Vinyl Low-E Doubt 2
NW 2 Vinyl Low-E Doubt 3
SW 3 Vinyl Low-E Doubl 4
SW 3 Vinyl Low-E Doubl 5
SE 5 Vinyl Low-E Doubt 6
SE 6 Vinyl Low-E Doubt 7
NE 7 Vinyl Low-E Doubt 8
NE 7 Vinyl Low-E Doubt 9
NE 8 Metal Low-E Doubt 10
NE 8 Vinyl Low-E Doubt Floor
Area 1
459 W WINDOWS
Orientation
shown is the entered, Propos NFRC
U-Factor SHGC Im a
Yes 0.35 0.29 IN e
Yes 0.35 0.29 N e
Yes 0.35 0.29 IN INFILTRATION
L
Scope
Method SLA CFM 50 ELA Wholehouse
Proposed ACH(50) .000359 2281.8 125.27 ed
orientation ft
Wall
Height Exposed Wall Insulation 8.
7 ft 3 EqLA
ACH ACH 50 235.
58 3229 6.5 6/
8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FC)PKA PAOR-9017
HEATING SYSTEM
System Type Subtype Efficiency -,-- Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtuthr cfm 0.8 1 sys#1
HOT WATER SYSTEM
System Type Subtype Location EF Cap Use SetPnt,------ Conservation
1 Electric None Garage 0.95 50 gal 60,9 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Storage
Carl Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply Return -- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 590.25 Attic 70,05 ft Proposed Qn Main cfm 145.3 cfm 0.06 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling
He
Jan Feb Mar
Jan F Mar AprAp
Julug
Jun Jul AugIIMMayrl
Jun
rl Sep
Sepri
Oct
Oct
Nov
Nov
Dec
Dec
Ve Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORMR4O5-2017
m N/ LEVELUKn0 U U N N n (EPL)
DISPLN CARDAY 0 N v
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3828CRAVVLEYDOWN LOOP, 8ANFOFlD'FL, 32773 1,
New construction orexisting o.
amgle family or multiple family o.
Number munits, xmultiple family Number v(Bedrooms
o. |vthis vworst
case? n. Conditioned floor area (r)
r. winuuws`` Description u. o-
pmmoc ou|.u~
o.on S*Go: o*oc=02e
u. u'pucwc om.u=
nau anoc: anoo=o.xy c
u'poumc om.u=
o.n* anoc: Snao=0.31 u
u-pocmc wm 3*
ao: Area Weighted Average
Overhang Depth:
Area Weighted Average nnsc New (
From Plans) 9. Wall
Type Single-family opmme-wn"usx
xo a. '
Concrete Block -|m|nv" Exterior
1 c, Frame ' Wood, Adjacent
d,wm m cmuw;Types
No aUnder
Attic (Vomed) 2421
wm cN/x Area 11
o"mo
1o e
a.
Sup: Attic, met:
Attic,xH: Main 00 ft2 1o.Cooling systems 5.
00 ft2
a. Central Unit
o. Floor Types Insulation u.Sm»-
Om~GraowEdge Insulation n=
0.0 u,Floor over Garage n=13o v.
w/A n= ft2 m.Heating
systems a. Electric Han
Pump
mn 0,290
Area 14-Hot water
systems
v Electric
oon unn" oo1 u. Conservation
features wun= 15, Credits
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) inthis home before final inspection. Otherwise, anew
EPLDisplay Card will becompleted based nninstalled Code comp { a. Builder Signature: /w, Date: 6/
8/2018 Address of New Home:
City/FL Zip:3277 Insulation Area R=
13.0 1264o0n" e~*.1 1073.30 112
x=13.
0 289,33ft2 m~
ft2 Insulation Area w~ne.
o 1384o0n" n= x` n=
n nr
o 590.
25 xatum, smm*vov
kBtu/h,
Efficiency
38,0
HSpF:8.50
0p: 50 gallons
al 1 90'
0_` Note: This isnot aBuilding
Energy Rating. |fyour
Index iobelow 7O.your
home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain eFlorida EnorgyGaugeRating. Email EnargyGaugotech support ad techsupport@energygauge.com or see
the EnergyGauge web site at energygauge.com for information and a list of certified
Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,
if not DEFAULT. 6/
8/2018 7:57 AM EnergyGauge4D USA - FlaRes2017 - Section R405.4.1 Compliant Software Page I of
1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatoa Requirements for Residential Performance, Prescriptive and ERI Methods
IADDRESS: 3828 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1,2. The seating
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Instal lationThe components of the building thermal envelope as listed in Table R402.4.1,1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4,11, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSIIRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 1 01/1,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section 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 luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering,
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system,
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSIIRESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free' in
accordance with Section R403.3.3,
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403,3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C)
or below 55°F (1 3*C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403,51.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2,
Automatic controls, temperature sensors and pumps shall be accessible, Manual controls shall be readily accessible.
R403,5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy,
6/812018 7:57 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403,5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403,5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60*C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1,
R403.5,6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.11 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing, System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFM/WATT)
RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For 81: 1 cfm = 28.3 L/min. a, When tested in accordance with HVI Standard 916
6/8/2018 7:57 AM EnergyGaugeO 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.
R403.7,11.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1. 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403,9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'C), and no
precipitation is failing 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.
R403.11 0.1 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 buming ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required,
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatorYke energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14,
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404,1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSER VA TION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
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 pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
618/2018 7:56:27 AM
EnergyGauge@ - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report
Job. LotWenslngtonftserv..
wrightsoft* Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Project Information
For: RYAN HOMES
3828 C RAWLEY DOWN LOOP, SAN FOR D, FL 32773
I Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30514 Btuh Entering coil DB: 77.6°F
Outdoor design WB: 76.2°F Latent gain: 5071 Btuh Entering coil WB: 63.8°F
Indoor design DB: 75.0°F Total gain: 35586 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1283 cfm
Sensible capacity: 32260 Btuh
Latent capacity: 6079 Btuh
Total capacity: 38339 Btuh
Model: GSZ140421K+ASPT47D14A
106% of load
120% of load
108% of load SH R: 84%
I Heating Equipment
Design Conditions
Outdoor design DB: 42-30F Heat loss: 27762 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 38000 Btuh 137% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 88% of load Temp. rise: 70 OF
Meets all requirements of ALGA Manual S.
Entering coil DB: 69.2°F
Capacity balance: 35 OF
Economic balance: -99 OF
2018-Jun-08 07:48:07
wrightsoft, Right-SuiteO Universal 2018 18,013 RSU23828 Page 1
14M ... AGLS'W\Lot98"K-ens in'gt-o-n"RL-serveSummeriandAGLSW.rup Calc - MJ8 House faces: SW
Job: Lot98KensingtonResery
wrightsoft, Component Constructions Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
ELiW - ect intormatio"
For: RYAN HOMES
3828 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 It Design TD (OF) 28 18
Latitude: 280N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 16 ( M Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7,5 Fireplaces 0
M
Construction descriptions Or Area if -value Insul R Htg HTM Loss Clg HTM Gain
IF Stuh/(F-'F Elluh/(P Bluh BtuhM EMjh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board
int fnsh: 13A-2ocs 131k wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2"
gypsum board int fnsh
Partitions
12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); I it overhang (5 ft
window ht, 1.17 it sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 2 ft overhang (8 ft
window ht, 1.33 ft sep); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); I it overhang (4 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
ne 216 0.091 13.0 2.52 544 2.35 508
se 381 0,091 13.0 2.52 960 2.35 896
sw 194 0.091 13.0 2.52 489 2.35 456
nw 366 0k91 13.0 2.52 923 2.35 861
all 1157 0k91 13.0 2.52 2916 2.35 2721
ne 195 0201 4.1 5.57 1084 4.37 851
se 345 0.201 4.1 5.57 1923 4.37 1510
sw 59 0.201 4.1 5,57 330 437 259
nw 324 0.201 4.1 5.57 1806 4.37 1418
all 924 0201 4.1 5.57 5142 4.37 4037
271 0.097 11.0 2.69 729 1.75 475
ne 5 0.340 0 9.42 49 27.1 141
ne 15 0.350 0 9.69 145 25.9 389
se 15 0.350 0 9.69 145 25.0 375
sw 30 0,350 0 9.69 291 25.0 750
nw 30 0.350 0 9.69 291 25.9 777
all 90 0,350 0 9.69 873 25A 2290
ne 33 0.350 0 9.69 317 22,0 718
se 33 0350 0 9.69 317 22.5 737
nw 16 0.350 0 9.69 158 22.0 359
all 82 0350 0 9,69 792 22.2 1814
ne 48 0,620 0 17.2 824 30.6 1470
sw 12 0,350 0 9.69 116 24.7 296
2018-Jun-08 07:48:07
Qz- * wrightsc)-ft, Right -Suite. Universal 2018 18.0.13 RSU23828 Page 1
Z ...AGLSW\Lot98KensingtonReserveSummeriandAGLSW.rup Calc = MJ8 House faces: SW
Doors
11JO: Door, mtI fbrgi type
11 DO: Door, wd sc type
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
20P-11c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-11 cav ins, gar ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh
sw 20 MOO 6.3 16,6 334 18,5 372
n 18 0,390 0 10.8 193 12.0 215
1384 0.026 38.0 0,72 997 1.41 1955
291 0,078 11.0 2.16 629 1,12 326
115 0,989 0 27.4 3150 0 0
2018-Jun-08 07:48:07Pkwrilghtsoft' R'ght-SuiteO Universal 2018 18,0.13 RSU23828 Page 2
14M ... AGL;;1ol ;' ensingtonR,erve$ummerlandAGLSW,rup Catc, - MJ8 House faces: SW
Job: Lot98Ken sing ton Reserv—
wrightsofto Project Summary Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Proiect Information
For: RYAN HOMES
3828 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: RSVD 3-20-2017 NMB
L.S. 6-8-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 21135 Btuh Structure 21084 Btuh
Ducts 6627 Btuh Ducts 9430 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
qone) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 27762 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
30514 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality
Fireplaces
Average
0 Structure 3297 Btuh
Ducts 1774 Btuh
Central vent (0 cfm) 0 Btuh
HeatingC 0 0i n none)
load 5071 BtuhArea(ft2) 24221429 Equipment latent Volume (
W) Air
changes/hour 21167
21167 0,
41 0.21 Equipment Total Load (Sen+Lat) 35586 Btuh Equiv.
AVF (cfm) 145 74 Req. total capacity at 0.80 SHR 3.2 ton Heating
Equipment Summary Cooling Equipment Summary Make
Goodman Mfg. Make Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model
GSZ1 40421 K Cond GSZ1 40421 K AHRI
ref 8242633 Coil ASPT47D14A AHRI
ref 8242633 Efficiency
8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating
input Sensible cooling 30800 Btuh Heating
output 38000 Btuh @ 47°F Latent cooling 7700 Btuh Temperature
rise 27 OF Total cooling 38500 Btuh Actual
air flow 1283 cfm Actual air flow 1283 cfm Air
flow factor 0.046 cfm/Btuh Air flow factor 0,042 cfm/Btuh Static
pressure 0.40 in H2O Static pressure 0.40 in H2O Space
thermostat Load sensible heat ratio 0.86 Capacity
balance point = 35 OF Backup:
Input =
7 kW, Output = 24539 Btuh, 100 AFU E Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. rk
2018-Jun-08 07:48:07 Mw
Right-SuileS Universal 2018 18.0.13 RSU23828 Page 1 Ai
M ... AGLSW\Lo 978KensingtonReserveSummeriandAGLSW.rup Cafe - MJ8 House faces: SW
rF11.1 wrightsoft" Right-JO Worksheet Job: Lot98Ken sing ton ReserveSu
Date: 06.03.15
Entire House
By: BENTLEY
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL32771 hone: 407-831-2665
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
273.0 it
8.6 ft
2463.8 ft2
GREAT RM
53.0 ft
9.3 ft heal/cool
1.0 x 576.8 ft
576.8 f12
Ty Construction
number
U-value
BtutVftz--F)
Or HTM
BtUWft2)
Area (ftq
or perimeter (ft)
Load
Eltuh)
Area (fly
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P(S Heat Cool Gross N/P/S Heat Cod
6
11
Ij12C-Osw
2.A-2orn
2A-2orn
13A,2ocs Blk wall, s
2A-2om
2A-2omd
12C-Osw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-Osw
2A-2om
2A-2orn
13A-2ocs Blk wall, s
11,10
12C-Osw
2A-2orn
13A-2ocs Blk wall, s
2A-2orn
12B-Osw
11D0
16B-38ad
20P-11C
22A-0
0.091
0.340
0.350
0.20I
0.350
0.620
0.091
0350
0.201
0350
0.091
0350
0,350
0.201
0.600
0.091
0.350
0.201
0.350
0.097
0390
0.026
0,078
0.989
ne
ne
ne
ne
ne
ne
se
se
se
se
sw
sw
sw
sw
sw
nw
nw
aw
nw
n
2.52
9,42
9.69
5.57
9.69
17.17
2,52
9.69
5.57
9,69
2,52
9.69
9.69
5.57
16,62
2.52
9,69
5.57
9,69
269
10.80
0.72
2,16
27,40
2.35
27.09
25.91
4.37
21.97
30.63
235
24.99
4.37
2254
235
24.67
24.99
4.37
18.51
235
25.91
4.37
21.97
1.75
1203
1.41
1,12
0.00
236
5
15
275
33
48
396
15
378
33
236
12
30
79
20
396
30
341
16
289
18
1384
291
1093
216
0
0
195
0
0
381
1
345
0
194
1
3
59
20
366
0
324
0
271
18
1384
291
115
544
49
145
1084
317
824
960
145
1923
317
489
116
291
330
334
923
291
1806
158
729
193
997
629
3150
508
141
W
851
718
1470
896
375
1510
737
456
296
750
259
372
861
777
1418
359
475
215
1955
326
0
0
0
0
154
33
0
0
0
303
33
0
0
0
37
20
0
0
0
0
121
18
6
0
577
0
0
0
121
0
0
0
0
271
0
0
0
0
17
20
0
0
0
0
103
18
6
0
53
0
0
0
675
317
0
0
0
1507
317
0
0
0
96
334
0
0
0
0
278
193
4
0
1452
0
0
0
530
718
0
0
0
1183
737
0
0
0
75
372
0
0
0
0
181
215
8
0
0
V
t-G
t--G
T:2
t__0
yf
t--G
t-G
R
L---.D
C
F
F
6 c) AED excursion 0 88
Envelope loss/gain 16744 16113 5173 3932
12 a) Infiltration
b) Room ventilation
4391
0
1421
01
929
0
301
0
13 Internal gains: Occupants @ 230
Appliances/other
5 1150
24()0
4I M0I
Subtotal (lines 6 to 13) 1 21135 210841 6103 5153
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 31% 45%
0
0
0
21135
6627
0
0
0
21084
9430 34%1 44%
0
0
0
6103
1 2099
0
0
0
5153
2283
Total room load
Air required (cfm)
2776211283
30514
1 1283 1 1 82021379,
7436
313
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4.11- - 2018-Jun-08 07:48:07
Right-SuReD Universal 2018 18.0.13 RSU23828 Page 1
AGLSW\Lot98KensingtonReserveSummeriandAGLSW,rup Calc - MJ8 House faces: SW
d 1. wrightsoW Right-JO Worksheet Job: Lot98Ken sing ton ReserveSu
9W
Entire House
Date: 06.0315
By: BENTLEY
DEL AIR HEATING & AIR
CqNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
1 Room name NOOK/KITCHEN STUDY
2 Exposed wait 38.0 If 11.5 it
3 Room height 9.3 It heat/cool 9.3 if heat/cool
4 Room dimensions 110 x 25,0 It 1.0 x 155.0 If
5 Room area 325.0 ft2 155.0 f12
Ty Construction U-value or HTM Area (ftq Load Area (ttq Load
number Btutvftz--F) or perimeter (ft) Btuh) or perimeter (ft) Bt h)
Heat Coal Gross N/P/S Heat cool Gross N/P/S Heat cool
6 12C-0sw 0.091 ne 252 235 0 0 0 0 0 0 0 0
2A-2orn 0.340 ne 9.42 2T09 0 0 0 0 0 0 0 0
2A-2om 0,350 ne 9.69 25.91 0 0 0 0 0 0 0 0
V6
13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 121 73 408 321 0 0 0 0
1 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0.620 ne 1T17 30.63 48 0 824 1470 0 0 0 0
12C-Osw 0.091 se Z52 235 0 0 0 0 0 0 0 0
t--G 2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
t--G 2A-2om 0,350 se 9.69 22,54 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 252 2.35 0 0 0 0 0 0 0 0
2A-2Dm 0.350 sw 9.69 24.67 0 0 0 0 0 0 0 0
2A-2orn 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0t-D 11j0 0.600 sw 16.62 18.51 0 0 0 0 0 0 0 0
yf 12C-Osw 0,091 rrvv 2.52 235 0 0 0 0 0 0 0 0
2A-2orn 0350 nw 9.69 25.91 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 233 233 1299 1020 107 91 507 398
t---G 2A-2om 0.350 rrw 9.69 21.97 0 0 0 0 16 0 158 359
R 12B-Osw 0.097 269 1,75 0 0 0 0 168 168 451 294
L-D 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0
F 2OP-11C 0,078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-cN 0,989 27.40 0.00 325 38 1041 0 155 12 315 0
6 c) AED excursion 240 114
Envelope loss/gain 3573 2571 14311 1164
12 a) Infiltration 666 216 202 65
b) Room ventilation 0 01 0 0
13 1 ntemaJ gains: Occupants @ 230 0 0 0 0
Appliances/other 12001 0
Subtotal (lines 6 to 13) 4239 39861 1633 1230
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4239 3986 1633 1230
15 Duct bads 1 349/6 44% 1458 1766 34% 1 449% 1 562 545
Total room load 1 1 5697 5752 2195 1774
Air required (ctm) 263 242 101 1 75
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite® Universal 2018 18.0.13 RSU23828
2018-Jun-08 07:48:07
Page 2
AGLSW\Lot98KensingtonReserveSummeriandAGLSW,rup Calc = MJ8 House faces: SW
LrIL. wrightsoft* Right-JO Worksheet Job: Lot98Kensin g ton ReserveSu
F- Date: 06.03.15
Entire House
By: BENTLEY
DEL AIR HEATING & AIR
CPNDITI,RNING531CODISCOWAY, SANFORD, FL 32771 hone: 407-8 1-2665
1 Room name POWDER MASTER SUITE
2
3
Exposed wall
Room height
125 If
9.3 ft heat/cool
30,0 It
8,0 If heat/cool
4
5
Room dimensions
Room area
4.5 x 8.0 ft
36.0 1`12
16,5 x 13.5 ft
222.8 ft2
Ty Iconstructioncion
number
U-value
Btut-012 F)
Or HTM
Btuwftg
Area (fl
or perimeter (ft)
Load
Btuh)
I
Area (ft
or perimeter (ft)
Load
Bt h)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11 G
t--.G
12C-Osw
2A-2om
2A-2om
13A.2ocs Blk wall, s
2A-2om
2A-2omd
12C-Osw
2A-2om
13A-2ocs Blk wall, s
2A-2orn
0.091
0.340
0.350
0.201
0,350
0.620
0,091
0.350
0.201
0.350
ne
ne
ne
ne
ne
ne
se
se
se
se
252
9,42
9,69
5,57
9.69
17,17
252
9,69
5.57
9.69
235
27.09
25,91
4.37
21.97
30.63
235
24.99
4.37
22.54
0
0
0
0
0
0
0
0
75
0
0
0
0
0
0
0
0
0
75
0
0
0
0
0
0
0
0
0
416
0
0
0
0
0
0
0
0
0
326
0
132
0
15
0
0
0
108
15
0
0
117
0
0
0
0
0
93
1
0
0
295
0
145
0
0
0
234
145
0
0
275
0
389
0
0
0
219
375
0
0t-G
yf
t--D
12c-0sw
2A-2orn
2A-2om
13A-2ocs Blk wall, s
1111jo
12c-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
1 2B-Osw
11DO
16B-38ad
0.091
0.350
0,350
0,201
0.600
0.091
0.350
0.201
0,350
0.097
0.390
0.026
sw
sw
sw
sw
sw
rrw
rrw
rrw
rry
n
2.52
9,69
9.69
5.57
16.62
2.52
9.69
5,57
9.69
2-69
10.80
0.72
2,35
24.67
24.99
4,37
18.51
235
25.91
4.37
21.97
1.75
12.03
1,41
0
0
0
42
0
0
0
0
0
0
0
7
0
0
0
42
0
0
0
0
0
0
0
7
0
0
0
234
0
0
0
0
0
0
0
5
0
0
0
184
0
0
0
0
0
0
0
10
0
0
0
0
0
0
0
0
0
0
0
223
0
0
0
0
0
0
0
0
0
0
0
223
0
0
0
0
0
0
0
0
0
0
0
160
0
0
0
0
0
0
0
0
0
0
0
315
yt
t--G
1--D
c
F 2OP-11C 0.078 216 1.12 0 0 0 0 0 0 0 0
F 22A-col 0.989 27.40 0.00 36 13 342 0 0 0 0 0
6 c) AED excursion 341 25
Envelope loss/gain 997 4861 981 1547
12 a) Infiltration 219 71 451 146
b) Room ventilation 0 0 of 0
13 1 ntemal gains: Occupants @ 230 0 0 1 2301Appliances/other 0 600
Subtotal (lines 6 to 13) 1216 557 1431 2523
Less external load 0 0 0 0
Less transfer
Redistribution
0
0
0
0
0
0
0
0
14 Subtotal 1216 557 1431 2523
15 Duct bads 341% 441/6 418 247 261/61 45% 376 1140
Total room load 1634 804 180 3663
Air required (cfm) 1 76 34 8841 154
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
W
2018-Jun-08 07:48:07
Right-SiteO Universal 2018 18.0.13 RSU23828 Page 3
14 ... AGLSWkLot98KensingtonReserveSummerlandAGLSW.rup Calc = MJ8 House faces: SW
f - wrightsoft, Right-JQ Worksheet Job: LotWensingtonReserveSu...
Date: 06.03.15
Entire House ENTLENTLBy: BEY
DEL AIR HEATING & AIR
CQNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665
1 Room name MASTER WIC MASTER BATH
2 Exposed wall 5.0 ft 10.5 ft
3 Room height 8.0 It Beat/cool 8.0 It heat/coal
4 Room dimensions 5.0 x 5.5 ft 1.0 x 102.8 ft
5 Room area 27.5 ft2 102.8 112
Ty Construction U-value Or HTM Area (1`19 LoadArea ft2) Load
number Btuttrft2-°F) Btut ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 0.091 ne 2.52 2.35 40 40 101 94 36 31 78 72
T 12C-Osw
2A-2om 0.340 ne 9.42 27,09 0 0 0 0 5 0 49 141
2A-2om 0.350 ne 9.69 25,91 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0,201 ne 5,57 4.37 0 0 0 0 0 0 0 0
11 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0.620 ne IT17 30,63 0 0 0 0 0 0 0 0
yf 12C-0sw 0.091 se 252 2.35 0 0 0 0 0 0 0 0
t---G 2A-2om 0.350 se 9.69 24.99 0 0 0 0 0 0 0 0
yf 13A-2ocs Blk wall, s 0.201 se 5.57 4,37 0 0 0 0 0 0 0 0
i--G 2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
16
12C-Osw 0.091 sw Z52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 24.67 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9,69 24.99 0 0 0 0 0 0 0 0
y/ 13A-2ocs Blk wall, s 0,201 sw 5.57 4.37 0 0 0 0 0 0 0 0
D 11Jo 0.600 sw 16.62 18,51 0 0 0 0 0 0 0 0
Vjt 12C-0sw 0.091 nw 2,52 235 0 0 0 0 48 48 121 113
t-•--G 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
V+f 13A-2ocs Blk wall, s 0201 nw 5,57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 rnv 9,69 21.97 0 0 0 0 0 0 0 0
P 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0
I-- 11 DO 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0o
C 16B•38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145
F 20P-11c 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-col 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 9 30
Envelope loss/gain 121 124 322 442
12 a) Infiltration 75 24 158 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 196 148 479 493
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 196 148 479 493
15 Duct loads 1 26% 45% 51 67 261% 45 % 126 223
Total room load 247 215 605 715
Air required (cfm) 11 9 28 30
Calculations aggroved by ACCA to meet all requirements of Manual J 8th Ed.
wrghtzscc 1"C` «•. - <--•->
Rigflt-Suite® Universal 2018 t8.4.t3 RSU23828
2018-Jun-08 07:48:07Page 4
AGLSWlLot98KensingtonReserveSummerlandAGLSW.rup Calc = MJ8 House faces: SW
d I. wrightsoW Right-JO Worksheet Job: LotWensingtonReserveSu
7pr
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CqNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
1 Room name MASTER W.C. BED 2
2
3
Exposed wall
Room height
9.0 it
8.0 it heat/cool
10.5 ft
0 ft heat/cool
4
5
Room dimensions
Room area
3.5 x 5.5 ft
19.3 112
13,0 x 10.5 it
136.5 ft2
Ty Construction
number
U-value
BtutVft2-*F)
Or HTM
BtUtVft2)
Area (ft9
or perimeter (ft)
Load
Btuh)
Area (ft9
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S-- - Heat cool
6 VL:2
12C-Osw
2A-2om
2A-2om
0.091
0,340
0,350
ne
ne
ne
2.52
9,42
9,69
2.35
27,09
25.91
28
0
0
28
0
0
71
0
0
66
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
13A-2ocs Blk wall, s
2A-2om
2A-2omd
12C-Osw
2A-2orn
0.201
0,350
0.620
0.091
0.350
ne
ne
ne
se
se
5.57
9.69
17.17
2.52
9.69
4.37
21.97
30,63
Z35
24.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t--G
13A-2ocs Blk wall, s
2A-2.m
12C-0sw
2.A-2om
2A-2om
0,201
0.350
0.091
0,350
0.350
se
se
sw
sw
sw
5.57
9.69
2-52
9,69
9.69
4,37
2954
2.35
24.67
24.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs Blk wall, s
lijo
12C-Osw
2A-2orn
13A-2ocs Blk wall, s
2A-2om
1213-0sw
11D0
0.201
0,600
0,091
0350
0.201
0350
0.097
0.390
sw
sw
nw
nw
nw
nw
n
5.57
16,62
252
9.69
5.57
9.69
2.69
10.80
4.37
18,51
235
25,91
4.37
21.97
1,75
1203
0
0
44
0
0
0
0
0
0
0
44
0
0
0
0
0
0
0
ill
0
0
0
0
0
0
0
104
0
0
0
0
0
0
0
84
15
0
0
0
0
0
0
69
0
0
0
0
0
0
0
1 74
145
0
0
0
0
0
0
162
389
0
0
0
0
t-6
yf
R
L--D
C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193
F 20P-llc 0.078 Z16 1,12 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27,40 0,00 0 0 0 0 0 0 0 0
6 c) AED excursion 14 95
Envelope loss/gain 195 183 418 839
12 a) Infiltration 135 44 158 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 01 1 0
Subtotal (lines 6 to 13) 331 227 575 890
Less extend load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 331 227 575 890
15 Duct bads 1 26% 45% 87 102 26-% 1 459/61 1511 402
Total room bad I 1 4181 3291 1 1 7271 1292
Air required (cfm) I
19 14 34 54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite® Universal 2018 18.0,13 RSU23828
2018-Jun-08 07:48:07
Page 5
AGLSW\Lot98KensingtonReserveSummeriandAGLSW.rup Calc . MJ8 House faces: SW
wrightsoft, Right-J® Worksheet Job: Lot98KensingtonReserveSu...
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name BED 3 BED 4
2
3
Exposed wall
Roan height
10.5 It
0 ft heat/cool
27.5 If
8.0 ft heat/cool
4
5
Roan dimensions
Roan area
13.0 x 10.5 ft
136.5 fta
10.5 x 17.0 If
178.5 f12
Ty Construction
number
U-value
Btuh/W2*F)
Or HTM Area (ft9
or perimeter (ft)
Load
Btuh)
Area (ft
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6
11
G
12C-Osw
2A-2om
2A-2om
13A-2ocs Blk wall, s
2A-2om
2A-2omd
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-0sw
2A-2an
2A-2om
13A-2ocs Blk wall, s
11J0
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12B-0sw
11DO
16B-38ad
20P-11c
0.091
0.340
0.350
0.201
0.350
0.620
0.091
0,350
0.201
0.350
0.091
0.350
0.350
0.201
0,600
0.091
0.350
0.201
0.350
0.097
0.390
0.026
0,078
ne
ne
ne
ne
ne
ne
se
se
se
se
sw
sw
sw
sw
sw
rnv
nw
rrw
nw
n
252
9.42
9.69
5.57
9.69
17.17
2.52
9.69
5.57
9.69
2.52
9.69
9.69
5.57
16.62
2.52
9.69
5.57
9.69
269
16.80
0.72
2.16
235
27.09
25.91
4.37
21,97
30.63
2.35
24.99
4.37
22.54
2.35
24.67
24,99
4.37
18.51
235
25.91
4.37
21.97
1.75
1203
1.41
1.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
84
15
0
0
0
0
137
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
0
0
0
0
0
137
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
174
145
0
0
0
0
98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
162
389
0
0
0
0
193
0
0
0
0
0
0
0
0
0
0
0
84
0
15
0
0
136
0
0
0
0
0
179
137
0
0
0
0
0
0
0
0
0
0
69
0
1
0
0
136
0
0
0
0
0
179
137
0
0
0
0
0
0
0
0
0
0
174
0
145
0
0
343
0
0
0
0
0
129
295
0
0
0
0
0
0
0
0
0
0
162
0
375
0
0
320
0
0
0
0
0
252
153
v
L_ _G
yf
L--G
Vjt
G
y(
L-D
Vil
L--G
yl
L-G
P
L--D
C
F
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 95 67
Envelope loss/gain 418 839 1086 1329
12 a) Infiltration
b) Room ventilation
158
0
51
0
413
0
134
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 575 890 1499 1462
Less external load 0 0 0 0
14
15
Less transfer
Redistribution
Subtotal
Duct loads 26% 45%
0
0
575
151
0
0
890
402 26 % 45%
0
0
1499
394
0
0
1462
661
Total room load
Air required (cfm)
727
34
1292
54
1893
87
2123
89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4.1 E,,r Q 2018-Jun-08 07:48:07
4G4A„^ -^•
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6
AGLSW\Lot98KensingtonReserveSummerlandAGLSW.rup Calc = MJ8 House faces: SW
A.L. rpr wrightsoft, Right -JCS? Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 lhone: 407-831-2665
Job: Lot98Ken sing ton ReserveSu
Date: 06.03.15
By: BENTLEY
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
MASTER WIC 2
7.0 ft
0 If heat/cool
5.5 x 7.0 ft
38.5 W
BATH
0 ft
8.0 ft heat/cool
5.5 x 10,5 ft
57,8 ft2
Ty Construction
number
U-value
BtutVttl-'F)
Or HTM
Bt t12)
Area (ft2)
or perimeter (ft)
Load
8t h)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool
6
1. 1
T
12C-Osw
2A-2orn
2A-2orn
13A-2ocs Blk wall, s
2A-2om
2A-2ornd
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2orn
2A-2orn
2A-2orn
13A-2ocs Blk wall, s
11jo
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
1213-0sw
11DO
1613-38ad
20P-11c
22A-cpl
0.091
0.340
0.350
0,201
0350
OVO
0.091
O.350
0,201
0.350
0.091
0.350
0.350
0.201
0.600
0.091
0.350
0.201
0.350
0,097
0.390
0.026
0.078
0.989
ne
ne
ne
ne
ne
ne
se
se
se
se
sw
sw
sw
sw
sw
nw
nw
rrw
nw
n
252
9,42
9.69
5.57
9.69
17.17
252
9,69
5.57
9.69
2.52
9.69
9.69
5,57
16.62
2.52
9.69
5.57
9.69
2-69
10.80
0,72
216
27,40
235
2T09
25.91
4.37
21.97
30.63
235
24.99
4.37
22-54
235
24.67
24.99
4,37
18.51
235
25.91
4.37
21,97
1.75
1203
1.41
1.12
0.00
0
0
0
0
0
0
56
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
0
0
0
0
0
0
0
0
56
0
0
0
0
0
0
0
0
0
0
0
0
0
0
39
0
0
0
0
0
0
0
0
141
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
0
0
0
0
0
0
0
0
132
0
0
0
0
0
0
0
0
0
0
0
0
0
0
54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
82
0
0
V6
Y-Z
t-41-
tl12C-Osw
VjJ
t-0
Y-G
p
L--D
C
F
F
6 c) AED excursion 13 5
Envelope loss/gain 169 174 42 77
12 a) Infiltration
b) Room ventilation
105
0
34
0
0
0
0
0
13 1 rdemaJ gains: Occupants @ 230
Appliancestother
0 0
01
0 0
0
Subtotal (lines 6 to 13) 274 208 42 77
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct bads 261% 451/6
0
0
0
274
72
0
0
0
208
94 26%, 451Y.,
0
0
0
42
11
0
0
0
77
35
Total rcwm ad
Air required 'fm)
346161 301
13 1 1 M12
112I
Calculations approved U ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-08 07:48:07
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7
AGLSW\Lot98KensingtonReserveSummeriandAGLSW,rup Calc - MJ8 House faces: SW
wrightsoft, Right-J® Worksheet Job: LotWensingtonReserveSu...
Date: 06.03.15
Entire House ENTLBy: BENTLEY
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area,
LAUNDRY
0 ft
8.0 ft heat/cool
7.5 x 9.5 ft
71.3 ft2
LOFT
48.0 ft
8.0 ft heat/cool
1.0 x 379.8 ft
379.8 ft2
Ty Construction
number
U-value
Btu[Vft2-OF)
Or HTM
BtUtVftz)
Area (ft9
or perimeter (ft)
Load
Btuh)
Area (W)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat I Cool
6 12C-Osw
2A-2om
2A-2om
13A-2ocs Blk wall, s
2A-2om
2A-2omd
12C-Osw
2A-2om
13A-2ocs Blk wall, s
2A-2an
12C-Osw
2A-2om
2A-2om
13A-2ocs Blk wall, s
11,10
12C-Osw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12B-Osw
11DO
16B-38ad
2OP-11c
22A-col
0.091
0.340
0.350
0.201
0.350
0.620
0.091
0.350
0.201
0,350
0,091
0.350
0.350
0.201
0.600
0,091
0.350
0.201
0.350
0.097
0.390
0.026
0.078
0.989
ne
ne
ne
ne
ne
ne
se
se
se
se
sw
sw
sw
sw
sw
nw
rnv
nw
nw
n
252
9.42
9.69
5.57
9,69
17.17
2.52
9.69
5.57
9.69
252
9.69
9.69
5.57
16.62
2.52
9.69
5.57
9.69
269
10,80
0.72
2.16
27.40
235
27.09
25.91
4.37
21.97
30.63
235
24.99
4.37
22,54
235
24.67
24.99
4,37
18.51
235
25.91
4.37
21.97
1.75
1203
1,41
1.12
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
0
0
0
0
0
0
0
0
232
0
0
0
152
12
15
0
0
0
0
0
0
0
0
380
155
0
0
0
0
0
0
0
232
0
0
0
125
1
1
0
0
0
0
0
0
0
0
380
155
0
0
0
0
0
0
0
585
0
0
0
315
116
145
0
0
0
0
0
0
0
0
273
334
0
0
0
0
0
0
0
546
0
0
0
294
296
375
0
0
0
0
0
0
0
0
537
173
0
yf
L--G
y(
G
L-_`
G
y/
L-D
yf
G
t-G
P
L--D
C
F
F
6 c) AED excursion 40 126
Envelope loss/gain 51 61 1769 2346
12 a) Infiltration
b) Roan ventilation
0
0
0
0 1
721
0
233
0
13 1ntemal gains: Occupants @ 230
Appliances/other
0 0
600
0 0
0
Subtotal (lines 6 to 13) 1 51 661 12490 25BO
14
15
Less external load
Less trartsfer
Redistribution
Subtotal
Duct loads 26% 45%
0
0
0
51
13
0
0
0
661
299 26% 45%
0
0
0
2490
655
0
0
0
2580
1166
Total room load
Air required (cfm) I 1
6513
959
40
3145
145
3746
157
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t- wrlg t esoTt^
P.
M•••- -^*- Right -Suited Universal 2018 MO. 13 RSU23828
2018-Jun-08 07:48:07
Page 8
AGLSWlLot98KensingtonReserveSummerlandAGLSW.rup Caic - MJ8 House faces: SW
Duct System Summary
Job: Lot%KensingtonResery
wrightsofto Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Project Information
For: RYAN HOMES
3828 CRAWLEY DOWN LOOP, SANFORD, FL 32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.264 in/ 1 00ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.264 in/100ft
1283 cfm
129 ft
I Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diarn
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
BATH c 112 2 5 0.461 4.0 Ox 0 VlFx 3.8 70.0
BED 2 c 1292 34 54 0,328 6.0 Ox 0 VlFx 18.8 85.0 st2
BED 3 c 1292 34 54 0.414 6.0 Ox 0 VlFx 12.1 70.0
BED 4 c 2123 87 89 0.380 6.0 Ox 0 VlFx 19.5 70.0
GREAT RM h 4101 190 156 0.273 8.0 Ox 0 VlFx 29.4 95.0 stl
GREAT RM-A h 4101 190 156 0,284 8.0 Ox 0 VlFx 24.7 95.0 stl
LAUNDRY C 959 3 40 0.447 4.0 Ox 0 VlFx 6.0 70.0
LOFT C 3746 145 157 0.414 7.0 Ox 0 VlFx 12.2 70.0
MASTER BATH c 715 28 30 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2
MASTER SUITE c 3663 84 154 0.319 8.0 Ox 0 VlFx 21.6 85.0 st2
MASTER W.C. h 418 19 14 0.296 4.0 Ox 0 VlFx 29.7 85.0 st2
MASTER WIC h 247 11 9 0.309 4.0 Ox 0 VlFx 25.0 85.0 st2
MASTER WIC 2 h 346 16 13 0.306 4.0 Ox 0 VlFx 26.1 85.0 st2
NOOK/KITCHEN h 5697 263 242 0.264 9.0 Ox 0 VlFx 33.8 95.0 stl
POWDER h 1634 76 34 0.276 5.0 Ox 0 VlFx 28.0 95.0 stl
STUDY h 2195 1 101
1
75
1
0.268
1
6.0
1
Ox 0 VlFx
1
32.0
1
95.0
1
stl
I
I Supply Trunk Detail Table
I
Trunk Htg Cig Design Veloc Diam H x W Duct
Name Type Cf M) cfm) FR fpm) in) in) Material Trunk
SO Peak AVF 819 663 0.264 587 16.0 0 x 0 VinIFIx
st2 Peak AVF 192 274 0.296 502 10.0 0 x 0 VinIFIx
wrightsoft*
Right -Suited Universal 2018 18.0.13 RSU23828
ACCK ... AGLSW\Lot98KensingtonReserveSummeriandAGLSW.rup Calc - MJ8 House faces: SW
2018-Jun-08 07:48:08
Page 1
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
a.- Y11'IQhtSOT't°i Right-SuiteD Universal 2018 18.0.13 RSU23828
AGLSWiLot98KensingtonReserveSummerlandAGLSW.rup Calc r MJ8 House faces: SW
2018-Jun-08 07:48:08
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot98 Kensington ReserveSummeriandAGLSW Builder Name: RYAN HOMES
Street: 3828 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
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 comers and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated,
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overiapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
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 spa c as,
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall, thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Pxtend behind piging and tjidng
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall,
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
bet&gep firp, &orinkler QoXe[ Qlltg5 Ind walls gr ceillngs
a. In addition, inspection of log walls shall be in accordance with the provisions of iuu-4uu.
6/8/2018 7:57 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
NOTE TO BUILDER,MUST PROVIDE UNRESTRICTED
I INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS
Transfer ducts/grills sized In compliance
with Florida Residential Building Code-M1602.4
balanced return air.
EXCEPTIONS 1-3
M 14x8 Iwcd
V-v as 155
IOX10 2wcd
240
GUAR Boom
12
ro0 14x8 Iwcd
1558
A2
ROME
W-41 CIA
6
10x6 1wcd j0x10 Q91 I CY- n U
75 k10 0 :3
10XI0 ra
UN U
18' 1 j
W-CcLA
5'
Foyn (4-
Q) 0
C 0 C5
1 x6 we 0 0 L 0
IWO
3\ 3\A; 0I; 2CUIA
4P W m
R) ENTRY
x
t
R) F-
15 TON W/8KW 2240V IPH
aA platform by
btdr
1SX13 Alen
F- F- Vv CL& scale ;1/8'=I'O'
1> 24x14 rod
F
x T ff am
N-96 ::u - - -
State Energy
3' bath duct
to roof cap
W/f an
Nutone 696RNB
All duct has an r=6 Insulation value,
U
d :5
GN U 7Z5
ai 0
C C 0
o d L -Q
F (4-
3 0
Z 3 -P (Y)
I
Ld
0
W
Ld Z EJ
2: <
F-1 I L3
W F-1
i _j
7' CD Z
D 00 LJ k,0 LLJ
QY 0 CD Pq
Z
0
U) m
LLJ Z
co
LLI
H <
D —j 0 =:)
LIrao 6oC 1-
1,/C;—).'S ),4G-? oj (
M
Vi-
Od
z
t J
FF
N \j L4,J
z
DESCRIPTION AS FURNISHED: Lot 98, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc.
WETLAND BUFFER
0
Ary
ff
LOT 99 CO C
too- 56,
with setbacks and irnperv ious ar
shown on plan. 25. (a 7-
C—,L- 7
N 4904645 " W
13.93'
0
D=12045'28
R=95. 00'
L=21.15'
C=21. 11 '
CB=N 43*24'01 " W
CRAIV-1EY -DO IVzV LOOP
50' R/W PRIVATE ROAD)
WETLAND BUFFER
PROPOSED FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY SETBACKS: AS FURNISHFQ_
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 2
REAR 20
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,106.* SQUARE FEET OR 2J. 69 SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A
C, LIVING
LOT COAREA CONTAINS 1,548:* SQUARE FEET
J6± SQUARE FEET SIDE 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 31.9 SIDE At 10' FOR 75' LOTS
CONCILANA11PORCH CONTAINS 556t SQUARE -FEET SIDE STREET - 25'
CRUSEiVffEYER -SCOTT ASSOC., INC: - -LA-zVD SURVEYORS_
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32507 (407)-277-3232 FAX (407)-658- 7436
p PLAT PDL. • POINT ON LINE
NOTES: F FIELDIRON PIPE TYR, a TYPICAL
P RC' • POINT OF REVERSE, CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
IRON ROD P.C.C.,OINT OF COMPOUNDCC PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER S, — 17 FLORIDA ADMINISTRATIVE COOS PURSUANT TO SE0770M 472,027. FLORIDA STATUE'
C M, SET I.P. CONCRETE MONUMENT
1/2' IR. /#Lb 4596
BAD. • RADIAL
N.R. NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID,
REC. RECOVERED W'P. WITNESS POINT J, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED, TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS vi
P.O.D. POINT Of BEGINNING CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY,
P.O.C. I POINT OF COMMENCEMENT
CENTERLIFIC
PRA. • PERMANENT REFERENCC MONUMENT
FF.FINISHED FLOOR ELEVATION
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN
5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT or THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ChIrtry.
N&DR,W MAIL & DISK
RIGHT-OF-WAY
qs. • allILDING SETBACK LINE
oil. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT` BOUNDARY LINES.
CSMt CASEMENT B.B. •DASC BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (&a)
BRAIN, DRAINAGE 0, ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
UT IL. CL FC UTILITYCHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4,596.
W DFC.
C /B
WOOD FENCE
CONCRETE BLOCK SCALE I-- 1- m 30'^^^^I DRAWN BY,
P.C. Py POINT OF CURVATURE
POtNT OF TANGENCY CERTIFIED BY, DATE ORDER No.
DESCIR DESCRIPTION
RADIUS PLOT PLAN 06-07-2018 3567- 18
LD ARC LENGTHki
DELTA
CC.U.CHORDCHORD SCARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN
THE ESTALILISHEO 100 YEAR FLOOD PLANE AS PER "FIRM" GIC 4714
Y'
ES SCR.L.S 4801 ZONE
MAP I 12117CO09OF (09-28-07)
City of Sanford
Building and Fire Prevention
Project Location Address
l I Or
ucationForm
L-0
As required by Florida Statute 553.842 and Florida Admitqktrative Code 9N-3, please provide the
information and product approval number(s) on the building components |isbadba|ovvifMheyoneh/be
utilized onthe construction project fnrvvhichyoumnaapp|yingforabui|Uingpennit. VVerecommend that you contact
your local product supplier should you not know the product approval number for any of the applicable |iab*
d products. Be aware that windows, oky|ights, and exterior doors must be tested in accordance with
the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can
beobtained et . The following information
must be available onthe 'obsitefor inspections: 1.l[his entire product
approval form 2. A copy of the
manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida
Approval # 1. Exterior Doors Roll Up
Automatic Other 2.
Windows Single
Hung
Ply
Gem 1500
16103 Horizontal Slider Casement Double Hung
Fixed Ply
Gem
1500 16104
Awning Pass Through Projected Mullions
Ply
Gem 1500
16118
Wind Breaker Dual Action Other
June 2014
Category / Subcategory Manufacturer Product
D e s qgp tio n
Florida Anoroval #
incluq Q O
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shinglies Certain'reed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
wo
co
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
CD
C
PROJECT KENSINGTON RESERVE
COUNTY: SEMINOLE
1
LOT/BLK/MODEL: LOT.98 / MODELSUMMERLAND / ELEV:A / GAR L
It
s
Lumber design values are in accordance with ANSIITPI 1-2007 section 6.3
Awl ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUA JOB #72546 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block:
LOT #98
Model: SUMMERLAND "A"
Address: 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 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 39 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, i hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31 .003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date
1 A0003876 A01 4/26/18 13 A0003888 CJ3 4/26/18 25 A0003900 FL06GE 4/26/18
2 A0003877 A02 4/26/18 14 A0003889 CJ4 4/26/18 26 A0003901 FL07 4/26/18
3 A0003878 A03 4/26/18 15 A0003890 CJ5 4/26/18 27 A0003902 FL08 4/26/18
4 A0003879_ A04 4_/26/18 16 A0003891 D01 4/26/18 28 A0003903 FL09G 4/26/18
5 A0003880 A05 4/26/11 17 A1003192 FG1 4/26/18 29 A0003904 FL10 4/26/18
6 A0003881 A06 4/26/18 18 A0003893 FG2 4/26118 30 IA0003905 FL11GE 4/26/18
7 A0003882 A07 4/26118 19 A0003894 FG3 4/26/18 31 IA0003906 HJ6 4/26/18
8 A0003883 601 4/26/18 20 IA0003895 FL01 4/26/18 32 A0003907 HJ7 4/26/18
9 A0003884 B02 4/26/18 21 A0003896 FL02 4/26/18 33 A0003908 A 4/26/18
10 A0003885 B04 4/26/18 22 A0003897 FL03 4/26/18 34 A0003909 J7 4/26/18
11 A0003886 CA 4/26118 23 A0003898 FL04 4/26/18 35 A0003910 M6 4/26/18
12 A0003887 I CJ2 4/26/18 24 A0003899 I FL05G 4/26/18 36 1 A0003911 I WE 4/26/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, per ANSifrPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo ill PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents') are specialty structural component designs and may be part of the
projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the TDD onl"pny T.
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
MtMny 7U Mlo4}'.WME WWIWkg.LLV,L-lengeno+5. itc• t<ti
P.E.
SERIAL #:
3BBCA22100 0000004C1237DF
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
AM A-1 ROOF These truss designs rely on lumber values established by others,
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUA
No. Seal # Truss Name Date
37 A0003912 MG7 4/26/18
138 A0003913 VM3 4/26/18
39 A0003914 VM5 4/26/18
40 STDI-01 STD. DETAIL 4/26/18
141 STDI-02 STD. DETAIL 4/26/18
42 STDI-03 STD. DETAIL 4/26/18
43 STDI-04 STD. DETAIL 4/26/18
44 STDI-05 STD. DETAIL 4/26/18
45 STDI-06 STD. DETAIL 4/26/18
46 STDI-07 STD. DETAIL 4/26/18
47 STDI-08 STD. DETAIL 4/26/1811
48 STDI-09 STD. DETAIL 4/26/18
49 STDL10 STD. DETAIL 4/26/18
50 STDL1 1 STD. DETAIL 4/26/18
51 STDL12 STD, DETAIL 4/26118
152 STDL13 STD. DETAIL 4/26/18
53 STDL14 STD. DETAIL 14/26/18
54 STDL15 STD. DETAIL 14/26/18
55 STDL16 STD. DETAIL 14/26/18
Page 2 of 2
1170-Q _-7-12 7-0-0 17-7-7 23-0-0 26-4-4 39-0-0_41-0-
1-0-0 3-7-12 -----5-4- _ 9 ----- -- 34-4 - ------ 3-7-12 4 -0-T
A.A
33 34 . - 35 36 15 37 ' ' 38 39
7x8 11
3x4 4x10 --- 500 MT20HS--
3x8
1.5x4 11
3-7-12 7-0-0 12-4-9 17-7-7 23 0-0
3-44-- 13 5-4-9 Plate
Offsets (,Y')-JZ:0-4-3,Ed gell f5:0-5-4,0-2-411 [1 1:0-4-3,'Edgej LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -032 14-16 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 464 14-16 561 240 BCLL
0.0 Rep Stress Incr NO WB 033 Horz(CT) 0.16 11 n1a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.37 14-16 974 240 LUMBER -
TOP
CHORD 2x4 SP 2400F 2.0E *Except* T2:
2x4 SP M 30 BOT
CHORD 2x4 SP 240OF 2.0E WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP N0,3 1-9-0, Right
2x4 SP No.3 1-9-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOTCHORD
Rigid
ceiling directly applied or 5-9-4 oc bracing. WEBS
1
Row at midpt 7-13 MiTek
recommends that Stabilizers and required
crass bracing be, installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 2
2494/0-3-8 (min. 0-2-1) 11 =
2494/0-3-8 (min. 0-2-1) Max
Herz 2
59(LC 32) Max
Uplift 2 =
825(LC 4) 11
825(LC 5) Max
Grav 2
2494(LC 1) 11 =
2494(LC 1) FORCES, (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-1340/361, 3-4=4814/1610, 4-
5=-5000/1694, 5-26=-6235/2189, 26-
27=-6235/2189, 6-27=-6235/2189, 6-
28=-6235/2189, 28-29=-6235/2189, 29-
30=-6235/2189, 7-30=-6235/2189, 7-
31 =4678/1612, 31-32=4678/1612, 8-
32=-467811612, 8-9=4997/1692, 9-
1 0=-4812/1609, 10-11 =-1 346/365 BOT
CHORD 2-
17=-1400/4286, 17-33=-1477/4637, 33-
34=-1477/4637, 16-34=-1477/4637, 16-
35=-2077/6241, 35-36=-207716241, BOT
CHORD 2-
17=-1400/4286, 17-33=-147714637, 33-
34=-1477/4637, 16-34=-1477/4637, 16-
35=-2077/6241, 35-36=-2077/6241, 15-
36=-2077/6241, 15-37=-2077/6241, 14-
37=-2077/6241, 14-38=-2077/6241, 38-
39=-2077/6241, 13-39=-2077/6241, 11-
13=-138514283 WEBS 4-17=-2141532, 5-17=
01440,
5-16=-697/1915, 6-16=-
667/475, 7-14=0/458, 7-13=-
1888/690, 8-13=-26311271, 9-13=-213/
533 NOTES- 1) Unbalanced roof live loads
have
been considered for this design. 2) Wind:
ASCE 7-10; Vult=
I 50mph (3-second gust) Vasd=1 16mph-1 TCDL=
5.0psf; BCDL=5.Opsf: h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip
DOL=1.60 3) Provide adequate drainage to prevent
water ponding. 4) All plates are MT20
plates
unless otherwise indicated. 5) This truss has been
designed
for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads. 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 825 lb uplift at joint 2 and
825 lb uplift at joint 11. 264-4 Dead Load Deft. = 5116
in 2,
0 I t8 a 7x8
11 PLATES
GRIPMT20244/
190 MT20HS
187/143
Weight: 154 lb
FT = 10% 8)
Hanger(s) or other connection
device(s) shall be provided sufficient to support concentrated
load(s) 240 lb down and
238 lb up at 7-0-0, 123 lb down and 143 lb up
at 9-0-12, 123 lb down and 143 lb up at 11-0-
12, 123 lb down and 143 lb up at 13-0-12, 123 lb
down and 143 lb up at 15-0-0, 123 lb down and 143 lb
up at 16-11-4, 123 lb down and 143 lb up at
18-11 A, and 123 lb down and 143 lb up at 20-
114, and 240 lb down and 238 lb up at 23-0-
0 on top chord, and 365 lb down and 82 lb up at
7-0-0, 88 lb down at 9-0-12 881bdown at 11-0-12, 88
lb down at 13-0-12, 881bdown at 15-0-0, 881b down
at 16-11-4,88 lbdown at 18-11A,and 881bdown at 20-
11-4, and 365 lb down and 82 lb up at 22-
11-4 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others. 9) In
the LOAD CASE(S) section, loads applied
to
the face of the truss are noted as front (F)
or back B)• LOAD CASE(S) Standard 1) Dead + Roof Live (balanced):
Lumber
Increase=1.25,
Plate
lncrease=1.25 Uniform Loads (plf)
Vert: 1-5=-60, 5-8=-60,
8-12=-60,
18-22=-20 Concentrated Loads (lb) Vert: 5=-193(F) 8=-193(F)
17=-365(F)
13=-365(F) 26=-123(F) 27=-123(F) 28=-
123(F) 29=-123(F) 30=-123(F) 31=-123(F) 32=-
123(F) 33=-70(F) 34=-70(F) 35=-70(F) 36=-
70(F) 37=-70(F) 38=-70(F) 39=-70(F) 1- "'
1 1 41 w-4 """ Anthony T. Tom & 711,
P E, r
80083
4451 5L
Lude Blvd, FW ?eice, FL 34946
A.AnyHomholit
PJ' Whony l A
mbe Ill' FA.
e 1 -U-0 ,
I30-0-0 1 -0---_9-
0-0 6-0-0 6-0-0 P
9-
0-0 -0-0 4x6 -
3x4
4x6 _— 1Z
10 3x6
11 3x4 5X6
WB=-: 3x4
9-
0-0 4
21-0-0 6-
0-0 12-0-0 Plate
Offs(X,Y-)-- t2:0-4-, Edge], t8604 -,Edg4 I ]
11 3
LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) Vdeft L/d TCLL
20.0 Plate Grip DOL 1,25 TC 0.62 I Vert(LL) 0.36 10-12 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,70 Vert(CT) 0.75 10-12 478 240 BCLL
0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 8 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.16 12-15 999 240 LUMBER -
TOP
CHORD 2x4 SP M 30 *Except* T2:
2x4 SP No. 2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-8-13 oc
purlins. BOT
CHORD Rigid
ceiling directly applied or 6-0-10 oc bracing. MiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide, REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 8 =
1260/0-3-8 (min, 0-1-8) Max
Horz 2 =
74(LC 13) Max
Uplift 2
357(LC 8) 8 =
357(LC 9) Max
Grav 2 =
1260(LC 1) 8 =
1260(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-709/0, 3-4=-2162/1409, 4-
5=-1918/1412, 5-6=-1918/1412, 6-
7=-2162/1409, 7-8=-709/0 BOT
CHORD 2-
12=-1089/1904, 11-12=-1345/2186, 10-
11=-1345/2186, 8-10=-1092/1904 WEBS
4-
12=-94/494, 5-12=-463/310, 5-
10=-463/310, 6-10=-94/494 NOTES-
1)
Unbalanced roof live loads have been considered 2)
Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf BCDL=
5.Opsf; h=25ft; CaL 11; Exp 6; Encl., GCpi=
0.18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water pending,
4)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other
live loads. 5) *
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 357 lb
uplift at joint 2 and 357 lb uplift at joint 8. LOAD
CASE(S) Standard
Dead
Load Defl. = 3/8 in 9
Ip
3x6
11 30-
0-0 PLATES
GRIP MT20
244/190 WeighL
133 lb FT = 10% fly.
1r: TOR 4, 14 Ow, 0, 0 .VFop"d fl,' lot .1, 4' IM4 ' 4n111 -10- 1-914 z-M-11 "00011 An'hwy T. I ombo NT, A'. 0 Nu "s NOI lk ... W"W", 4 t' 1k 0-' 'A"* t" to Wi! N ww 0 N lk C .0 WN k" w W, I, 4V 6, V W "! Nit 0 W '- OW4 tm q 'vw Nffw" W k,,Iq 1W 4 1 0 z 80083 Z t 4451
St. Lucie Blvd, k)rt Me,(
e,, FL 34946
4x6 If
Dead Load Defl. = 3/16 in
5x6 it
5x6 it
1.3 — 11
3x4
4x6 --
3x4
11-0-0 19-0-0---
4
11-0-0
Plate Offsets X Y)-- 2: Edg e, 9- 0-011, GI: Edq q 0-0-_01
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 125 TC 0.76 Vert(LL) 0.5813-16 622 360
TCDL 10.0 Lumber DOL 1,25 BC 0,59 Vert(CT) 0.7713-16 465 240
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0,09 9 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.36 13-16 995 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-15
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-5-9 oc bracing.
MiTek recommends that Stabilizers - and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 1260/0-3-8 (min. 0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 89(LC 12)
Max Uplift
2 339(LC 12)
9 339(LC 13)
Max Grav
2 1260(LC 1)
9 1260(LC 1)
FORCES. (lb)
Max, Comp./Max. Ton, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1 169155, 34=-218611561,
4-5=-1968/1385, 5-6=-1800/1341,
6-7=-1968/1385, 7-8=-2186/1561,
8-9=-1 169/55
BOT CHORD
2-13=- 1261/1953, 12-13=-961/1800,
11 - 1 2=-961/1800, 9-11 =- 1266/1953
WEBS
4-13=-362/394, 5-13=-152/438,
6-11=-152/438. 7-11=-362/394
NOTES-
1) Unbalanced roof live loads have been considered
2) Wind: ASCE 7- 10; Vult= 1 50mph (3-second
gust) Vasd=1 16mph: TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl.,
GCpi=0,18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding,
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
5) * This truss has been designed for a live load
of 20,Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with
BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 339
lb uplift at joint 2 and 339 lb uplift at joint 9.
LOAD CASE(S)
Standard
Weight: 129 Ild FT = 10%
rN . , i M; RAii1N8Tr16f1R4 I., 41f IN AO-11 1,,oA,4i, f 0,11W6 TOD*,
OAT" Mfi. 14 IN I, o"O'll I, TI rts WV1.0- I 1,,—: 1, 1 WWVqN Y ' 1 ,1, of,30Audoo . oiiv M I 140"r—fl- Wj ftw" "Wro Z
flel."
D"Ipc VV 'hq; 01. ;oq, 90083 M2—!,
C..,IDOWI.f,m,,,,mp.4,1.,O»,kd"."b4, (Wso,:KsrpW W I!Mww e, k.,..Otp.r*.: itioe-,e, 4451 St, Wde Blvd, Fart
Pierce, FL, 34946 topytilfil07016AIRoofIfow, Anikuy lAombo ill P.f. ktpodomo, of M1 luugwnl"n R.y low is pirehi61D,4 »IIy w the wmeo pelmm-" 6M &I Roof Ir ... ei mli Whw1, loo III, PA,
T
1; u
i - - , -1 -6-3V_ - ------- _23 30_79790- 6-5-16- -3 4-0-0 6-6-3- 6-5-13 VOOT 4x6
lk 4x6 /
I Dead
Load Defl. = 3/16 in 0
4x6
11 3x4
4x6 3x4 4x6
11 10-
6-8 19- 30-0-0 Iy1ate_
6ffsets(XY)7 16
6____8_ 151-
81, 8-
11-1 f 6
I- Ed---
ge,0-0-9], [5 O 1,Edgel, [6:0-3-1,EdgeJ,,f9:Edge,0-Q- I
1674 LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
20,0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.4511-20 799 360 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 0.97 Vert(CT) 0.6011-13 596 240 BCLL
0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0,10 9 n/a n/a BCDL
10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 Weight: 133lb FT=10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. Mi
Tie-k-recomm- ends that Stabilizersand- -_ required cross
bracing be installed during truss erection, in
accordance with Stabilizer installation guide.
REACTIONS. (lb/
size) 2 1260/
0-3-8 (min. 0-1-8) 9 1260/
0-3-8 (min. 0-1-8) Max Horn
2 = 104(
LC 16) Max Uplift
2 358(
LC 12) 9 358(
LC 13) Max Grav
2 1260(
LC 1) 9 1260(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
10781170,3-4=-224911650, 4-5=-
1926/1395,5-6=-1532/1289, 6-7=-
192611395, 7-8=-2249/1649, 8-9=-1078/170 BOT
CHORD 2-13=-135912017,
13-22=-
845/1532, 12-22=-845/1532, 12-23=-845/1532, 11 -23=-
845/1532, 9-11 =- 1365/2017 WEBS 4-
13=-465/531, 5-13=-223/498, 7-
11 =-
465/531, 6-11 =-222/498 NOTES- 1)
Unbalanced roof live loads have been considered for
this
design, 2) Wind: ASCE 7-10; Vult=150mph (
3-second gust)
Vasd=116mph TCDL=5.Opsf BCDL=5,Opsf; h=
25ft; Cat. 11; Exp 6; Encl.,
GCpi=O. 18; MWFRS (envelope) and C-C Exterior(2)
zone; cantilever left and right exposed end vertical
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10.
0
psf bottom chord live load nonconcurrent with any other live loads,
5) * This truss has been designed for
a live load
of 20.Opsf on the bottom chord in all areas
where a rectangle 3-6-0 tall by 2-0-0
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 lb uplift at
joint 9. LOAD CASE(S) Standard W"100-sI mol.4,00 -
p fw' " 1—
ft,
W- "o'W " flog 0 41
Po ow wyVn N¢"'P"Ade' 1, W Wro th'.1k I s osaa . r. TK W, ewn Ift 1 T* i -Ptt nNnas Wo'l ;owof-' h An'llony , 1, T)mtm 1 ef W, I W4.! l' lie W'Nk! 0 NI— to 10 WIM4 e. mt"l 0 1. If, %, C -4 lh W t 44? d to 1 1m 1 at, 0 tk 10 W hot a to T.e, mie,4 q :4 %-q, o,tolo'., .( W.fq A* " ef!"t. '"wiaIr I h'l k1l" wxs5td.K e, COV 9'el — ".
04 kr 01 W' -'t
4451St. hine Blvd. Zi 111, P.J. Itproo'lifif 41611 ispohAfud .0ovitht onee ptlqf,js,oe ham A I kthenyl.lomblllj[' -art P (me, f 1, 34946
I
4x6 11
4x6
5o0J 12 - Dead Load Defl. = 114 in
3x4 4x6
HA
3x4
LOADING(psf) SPACING- 2-0-0 CS1, DEFL. in (loc) Waft L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 068 12-14 533 240 BCLL
0,0 Rep Stress Incr YES WEI 0.62 Horz(CT) 0,08 10 n/a n1a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(I-L) 0,18 12-14 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc
purlins. BOTCHORD
Rigid
ceiling directly applied or 2-2-0 oc bracing. mrtek
recommends-- tha-tStabilizers and requiredcross
bracing be installed during truss erection,
in accordance with Stabilizer Installation _
guide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 10
1260/0-3-8 (min. 0-1-8) Max
Harz 2 =
118(LC 12) Max
Uplift 2 =
374(LC 12) 10
374(LC 13) Max
Grav 2
1260(LC 1) 10
1260(LC 1) FORCES. (
lb) Max.
Camp./Max, Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-944/109, 34=-2207/1601, 4-
5=-1996/1528, 5-6=-190911552, 6-
7=-1909/1552, 7-8=-1996/1528, 8-
9=-2207/1601, 9-10=-944/109 BOT
CHORD 2-
14=-1 295/1966, 14-23=-737/1363, 13-
23=-737/1363, 13-24=-737/1363, 12-
24=-737/1363, 10-12=- 1299/1966 WEBS
6-
12=-471/701, 8-12=-4251553, 6-
14=471 /701. 4-14=-425/554 NOTES-
1)
Unbalanced roof live loads have been considered 2)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=
5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=
O. 18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1,60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other
live loads. 4) *
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
110.0psf. 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 374 lb
uplift at joint 2 and 374 lb uplift at joint 10. LOAD
CASE(S) Standard
4x6
11 PLATES
GRIP MT20
244/190 Weight:
137lb FT=10% An"
holly T, Tombo 71", P.E' s.
80083 4451
St. Lucie bIvd, Fort
P e,ie, FL -14946 t,
pt"Jfil Cs 7016 A 160 bmts ARIWAY 1, Imbo III P1, IttPINktio. Vlkil low—d"o Not I—, i, poh'hotd .11te"I the .;Vev pelmmmo 1'.. tI too( I(mes ArlhotY 1, 1040 111, P 1.
3x8 MT20HS I I
Offsets
7xl 0 IVT201-1&;= 3x6 - -
3x4
4x4
3x4 =
5X6 WB-
21-0-0
4x6
12
3x4
LOADING (pso SPACING- 2-0-0 CS1, DEFL. in (loc) I/def! L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 12-14 985 360
TCOL 100 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.76 12-14 471 240
BCLL 0 Rep Stress Incr YES 0.47 Horz(CT) 0.06 10 n/a n/a
BCDL 10.0 Code FBC2017rTPI2014 i Mat -MSMatrix -MS I Wind(LL) 0,15 12-21 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-10
oc purlins,
BOT CHORD
Rigid coiling directly applied or 6-0-5 oc bracing.
MiTek recommends thatStabilizersand required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation,
guide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 10 =
1260/0-3-8 (min. 0-1-8) Max
Horz 2
86(LC 13) Max
Uplift 2 =
336(LC 12) 10
413(LC 13) Max
Grav 2 =
1260(LC 1) 10
1260(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-693/0, 3-4=-2211/1469, 4-
6=-1853/1498, 6-7=-1 939/1471, 7-8=-
1919/1427, 8-9=-2163/1425, 9-10=-
709/0 BOT CHORD
2-14=-
1 155/1961, 13-14=-1362/2179, 12-13=-136212179,
10-12=-1107/1905 WEBS 4-14=-63/
488,
7-14=-471/262, 7-12=-318/312,
8-12=-951493 NOTES- 2) Wind: ASCE
7-
10; Vult=150mph (3-second gust) Vasd=1 16mph:
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 members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate
grip DOL=1.60 3) Provide adequate drainage
to prevent water pending. 4) All plates
are
MT20 plates unless otherwise indicated, 5) This truss
has
been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 6) *
This truss has
been designed for a live load of 20-Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members, 7) Provide mechanical connection (
by others) of truss to bearing plate
capable of withstanding 336 lb uplift at joint
2 and 413 lb uplift at joint 1 O. 8) Graphical purfin representation
does not depict the size or the
orientation of the purlin along the top and/or bottom
chord. LOAD CASE(S) Standard
Dead Load Defl, =
3/
8 in C' 16 3x6 11
PLATES
GRIP
MT20 244/
190 MT20HS
187/143 Weight:
138 lb FT =
10% 4W nf," im"loW, ".
N O"f, OVIO " A, U .1, '4. M I '1' d"V '—p-, homy "Mw mdof An'timy T. Tombo '111, P.F I'W." Al w' .'o lot
M M rtoau 014, 1.164 (."w Nt 0-4. "I(w, "N"k. ,, 1 "M., 0—t " ;—r4'1 4451 St. Lucie Blvd,
Fart Pierce, FL 34946
1601,0ist, AnklylAomboill P1
Repodocio of lit'l immi'm ogy lw." pW oh'b'cthevi the Fewum I'm A Illoollms" kethop'l 144.111'1`1 Zt
1 11_-06-5-7 10-8-0 144-0 -18-6-4 23-0-0 26-1-3 30-0-0 ,41-0- I--- 1iA—---- i --- o_ 1-0- 6-&-7A -8 mld Z2-4 4-5-12 3-1-3 3_i_0 P 0-0 5x6 -
4x4
14 12 - .
11
4x8 :--
5x1 0 MT20HS -
3x8 =
6x6 7- Plate Offsets (X,Y)-_- :
04-0,0-2-A,,RP7P 76, -3-010-4-41 71 1) [11:0LOADING (psf)
SPACING- 2-
00 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate
te Grip DOL 1.25 TC 0.97 Vert(LL) 0.31 11-12 999 360 TCDL 10.0 Lumber
DOL 1,25 BC 1,00 Vert(CT) 0,61 11-12 592 240 BCLL 0.0 Rep
Stress Incr NO WB 0.86 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code
FBC2017rTP12014 j Matrix -MS Wind(LL) 0,3511-12 999 240 LLIMBER- TOP CHORD 2x4
SP
No.2 *Except* T4: 2x4 SP 240OF
2.0E BOT CHORD 2x6 SP
No.2 *Except' 132: 2x6 SP 240OF
2.0E WEBS 2x4 SP No.
3 WEDGE Left: 2x4 SP
No.
3, Right: 2x4 SP No.
3 BRACING - TOP CHORD Structural
wood
sheathing directly
applied. BOT CHORD Rigid ceiling
directly applied
or 5-9-5 oc, bracing. WEBS 1 Row at
midpt
5-14 MiTeR -recommends that Stabilizers
I a - nd ------- -- required
cross
bracing be
installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 =
1828/0-3-
8 (min, 0-2-3) 9 = 2771/0-3-
8 (min. 0-2-5) Max Horz 2 86(
LC 13)
Max Uplift 2 540(
LC 8)
9 = 929(LC 9)
Max Grav 2 = 1828(
LC 1)
9 2771(LC 1)
FORCES. (lb) Max, Comp./
Max. Ten. -
All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-
3626/1083,
3-4=-3324/1033, 4-5=-3308/1021,
5-6=-6026/2023, 6-7=-6026/2023,
7-8=-5794/1941, 8-9=-5797/1965
BOT CHORD 2-14=-
974/3266,
13-14=-1590/5317, 12-13=-1590/5317,
12-21=-168415400, 11-21=-1684/5400,
9-1 1=-1721/5230 WEBS 3-14=-316/
299,
4-14=-66212256, 5-14=-3048/1123,
5-12=-453/1014, NOTES- 1) Unbalanced roof
live
loads have been considered for this design.
2) Wind: ASCE 7-
10; Vult= 1 50mph (3-second gust) Vasd=l 16mph;
TCDL=5,Opsf; BCDL=5.Opsf; h=
25ft; Cat. 11; Exp C; End., GCpi=O. 18; MWFRS (
envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.60
plate grip DOL=1.60 3) Provide adequate drainage
to prevent water ponding. 4) All plates
are
MT20 plates unless otherwise indicated. 5) This truss
has
been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 6) *
This truss has
been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 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 540 lb uplift at joint
2 and 929 lb uplift at joint 9. 8) Hanger(s) or
other connection device(s) shall be provided sufficient to
support concentrated load(s) 290 lb
down and 238 lb up at 23-0-0 on top chord, and 1522
lb down and 540 lb up at 21-4-12, and
365 lb down and 82 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is
the responsibility of others. 9) In the
LOAD
CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back B). LOAD CASE(S)
Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25, Plate
Increase=1.25 Uniform Loads (plf)l
Vert: 1-4=-60,
4-5=-60, 5-7=-60, 7-1 0=-60, 15-18=-20 Concentrated
Loads (lb) Vert:
7=-193(B)
11 =-365(B) 21 =-1522(B) Dead Load Defl. = 5/
16 in 9 0 5X10 : PLATES
GRIP
MT20
244/
190 MT20HS
187/143 Weight:
172 lb FT =
10% Wof *cr M.N.,
N1 !"', l"e, W* low, I 1,lijf 111- , _ d4 M,40,
4 M 0. r"q ft 11,k Im, i1fA14 W NJ, ",W 1k 1 * Wr -V.1 WIq m*W, ,Wn Anthony T. Ti)rnbo 11, PI Ww,qkq .1aWV("M
Ali: 7htv", 4r-st_*,o,0 Z 80083 4451 St. Ludo Blvd. Fort
P:etce, FL 34946
4 lliothnit, AR&AY1,1446111JI
Repto4wro, 0 lo 40cumm"n OAF poh,bried .4houl the oarne. Ftmq'm I'm A 110011 .... es 1 11' " "', ", "I I " ,
1 U-d-u 14-4-0 21-4-0
6 -- ------ -- I --- - 41-0-0 7-0 3-8-0 3-8--0 - 7-0-0
Dead Load Defl. = 118 in
5x6 --,-
5X8 11 1.5x4 11 5X8 = 1,5x4 11 5X8 11
7-0-0
Plate 0-1
10-8-0
in
LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.78 Vert(I-L) 0,1411-12 999 360
TCDL 10,0 Lumber DOL 1,25 BC 0.77 Vert(CT) 427 11-12 955 240
BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Cod. FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 10-11 999 240
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E *Except*
T2: 2x4 SP No. 2
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No3 1-6-0,
Right 2x4 SP No,3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-2
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 8-6-15 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 = 1761/0-3-8 (min, 0-1-8)
8 1761/0-3-8 (min. 0-1-8)
Max Hof-7
2 -59(LC 28)
Max Uplift
2 =-582(LC 8)
8 =-582(LC 9)
Max Grav
2 1761(LC 1)
8 1761(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1 235/245, 3-4=-3341/1086,
4-21 =-3490/1203, 5-21 =-3490/1203,
5-22=-3490/1203, 6-22=-3490/1203,
6-7=-3341/1086, 7-8=- 1235/245
BOT CHORD
2-12=-946/2997, 12-23=-94513015,
11-23=-945/3015, 11-24=-904/3015,
10-24=-904/3015,8-10=-906/2997
WEBS
4-12=0/503, 4-11 =-266/733,
5-11 =-573/384, 6-11 =-266r733,
6-10=0/503
2) Wind: ASCE 7-10; Vult=1 50mph (3-second
gust) Vasd= I 16mph; TCDL=5.Opsf
BCDL=5.Opsf h=25ft; Cat, 11; Exp 6; Encl.,
GCpi=O. 18; MWFRS (envelope); cantilever left
and right exposed; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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 582
lb uplift at joint 2 and 582 lb uplift at joint 8.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 240 lb down and 238 lb up at 7-0-0, 123
lb down and 143 lb up at 9-0-12, 123 lb down and
143 lb up at 10-8-0, and 123 lb down and 143 lb
up at 12-3-4, and 240 lb down and 238 lb up at
14-4-0 on top chord, and 365 lb down and 82 lb
up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at
10-8-0, and 88 lb down at 12-3-4, and 365 Ith
down and 82 lb up at 14-3-4 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20
Concentrated Loads (1b)
Vert: 4=-193(B) 6=-193(B) 12=-365(B)
11 =-70(B) 5=-1 23(B) 10=-365(B) 21 =-123(8)
22=- 1 23(B) 23=-70(6) 24=-70(B)
PLATES GRIP
MT20 244/190
Weight 100lb FT=10%
An'fiony T. Toinb* 11, P1,
4451 St. Lucie Blvd,
oputht V Nit A I Rod imsts Whoity 1, 1-ho 111, 1`1 RtP(.d"aiqP of th's dmooeol"ft coy fi,w tz it'aMiled wAtol the .(Me. ptunl'- I'm A I Roof fimwo-Apthooe I LOAD Ill. P L
Fort P*ce, FL 34946
I
1 -0- 9-0-0 12-4-0
1_ __?_1+9 ___?,2-4-92I-4--o— 9-0-0 1-0-0t1-0-0 9-0-0
4x6 `-
4x6 -
Dead Load Dell. = 3116 in
3x6 11 1.5x4 11
3x4 =
1.5x4 11 3x6 11
9
9-0-0 12-4-0 121 4-03-4 --6 - 9-0-0
Plate Offsets_ (X,Y)--_ J2:fd9e,0-0-0J, [7: Edge,
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 2(]L0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.34 9-18 754 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.51 9-18 504 240
BCLL 0.0 Rep Stress Incr YES WB 0.09 Hor-z(CT) 0.06 2 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.28 11-14 903 240 Weight: 85 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP tslo.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP N0-3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-13
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 6-4-3 oc; bracing.
VlUk recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer installation
guide.--,, REACTIONS, (
lb/size) 2
913/0-3-8 (min.0-1-8) 7 =
913/0-3-8 (min, 0-1-8) Max
Horz 2 =
74(LC 17) Max
Uplift 2
260(LC 12) 7 =
260(LC 13) Max
Grav 2
913(LC 1) 7 =
913(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-700/0, 3-4=- 1326/912, 4-
5=- 1145/952, 5-6=- 1326/912, 6-
7=-700/0 BOT
CHORD 2-
11 =-636/1140, 10-11 = -636/1145, 9-
1 0=-636/1145, 7-9=-636/1140 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Eri GCpi=0,18; MWFRS 3)
Provide adequate drainage to prevent water pending.
4)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other
live loads. 5) *
This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf. 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 260 lb
uplift at joint 2 and 260 lb uplift at joint 7. LOAD
CASE(S) Standard
Iul.
aau.mltor—rrg 0 t., M, DO " -04 4" 1— klp ttlw' 5.4", ttv";'. ,to " nor M W'iW . -;W" 0 th pousr" t-"" '"'A414 1i W WV 0 fln'w I"', rl"'A Wk 100,9, "k IN 11%, t"'j, .-p- VAV '.0-1 '400 Anthony T, Tornbo ;17, 'PE 80083
4*.--
4,451 St. Lucie Blvd, Fort
P:euce, FL 34946 foPfv4hlV?
0I6AIkqdLoSw Anthony 1, IQffh0 III, PJ. Rtfill)(14(firrA 01111' 0-111r1n, 'A asy form, i, plohib'I'd fthw Ifit Mvfrco Fe'Mrs"or, I'm A I Roof Nsm
WRCSUA I B04 1 common
I
Q, uesign(Wa i truss,com Run:8.1120s Nov 12 2017 Print: 8,120 s Nov 12 200altotkind6vtnes.-Inc . Thu Apr26117:-20
1-0 10:?sOQvilzBGko2hFpRYibzzzOpep-LQHVu3qi iXVitYvaE5mk2xoH 1 Xl5iffe.
6-5 7 -8-0 -10-81014 21-4-041- --- - - -
44- -- 1-, 114- 111--l- "I I I - _ _ 1-0-0 6-64 -44-8 6-5-8 1
4x4 --
3x6 11 5X8 -
101-8-0 1-4-0
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,42 Vert(LL) 017 9-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LI.) 0.07 9-12 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-4
oc purlins,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recammenda that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size)
8 852/Mechanical
2 915/0-3-8 (min, 0-1-8)
Max Herz
2 95(LC 12)
Max Uplift
8 245(LC 13)
2 274(LC 12)
Max Grav
8 = 852(LC 1)
2 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-923/52, 3-47-1436/1081,
4-5=-1130/856, 5-6=-1131/857, 6-7=-
1440/1084, 7-8=-954/104 BOT CHORD
2-9=-
869/1274, 8-9=-874/1280 WEBS 5-
9=-
4011606, 6-9=-3761449, 4-9=-
369/443 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=25ii; Cat, II; Exp C; Encl., GCpi=O.
18; MWFRS (envelope) and C-C Exterior(2)
zone; cantilever left and right exposed end vertical
left exposed:C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) 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 245 lb uplift
at joint 8 and 274 lb uplift at joint 2. LOAD CASE(
S) Standard Dead
Load
Dell. = 3/16 in 3x4 7
op
3X6
11
PLATES GRIP
MT20 244/
190 Weight: 94
lb FT = 10% 4 9,
741—* 11*, W k, 14 f. N lot, k -,J 4" N.in kr
olv ,V, 4- tw1a w li, IN I h, b" J, , "' "'"" AnthonyT. Tom o I L, P 0 mll10 " t-tm W "-'I qW lk*, 4,tf. b. ww v wit. l*, 3; .4 lt, *0 A.4.4.91 W III I N M.,ll 0 --, IN W . Wo ." 0N,1 ,- .'".4 '*W .,Ww. A k.,4 W h to "'W41", , Z 80083 4 7111,
K.40- 11 4451 St
Lucie Blvd, Zt (*OPyqhlC7016AIWh-ei A'A0.1 l-WO P1 k,podlidw ofth,Sdo-w,0 6p1 ou., i, poll'boe clow lhC "'"'Ap.0mm 41. 1 I tod T-5t5 Whopy 1 40.111 PJ, Fof! Pw,
c(, H 341)46
1-0-0 0-11-11
i, , - ", , --- - -- ------- ---- 1-0-0 0-11-11
1,5x4
0-11-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/def! L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 3 n/a n/a
BCDL 10L0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11 -11
oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends-------tha-t--S--t-abilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 101Mechanical
4 5/Mechanical
5 150/0-3-8 (min. 0-1-8)
Max Horz
5 37(LC 9)
Max Uplift
3 10(LC 1
4 = 5(LC 1 )
5 88(LC 8)
Max Grav
3 = 12(LC 8)
4 11(LC 3)
5 150(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18, MWFRS
envelope) and C-C Exterior(2) zone, cantilever left
and fight 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-
I - -- —----
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 10
lb uplift at joint 3, 5 lb uplift at joint 4 and 88 lb
uplift at joint 5.
LOAD CASE(S)
Standard
ob
6
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
array 0' s' .'t W, ft I)o Nwhsessift Fwm' ,, sp"tst' t'ps-, VuV- Tot W I, ork S'ls' aiht Tkl 7ttu'lo—ro., it" mo- Wit" Anlimy T. Tomho 111, P.E.
Is, ='-"Owse W&A ,V'w W10. W .. q,k* •"M'Vh 0 « 80083
4451 St. Lucie Blvd,
Fait :erce, 34946ZEFL
Afilltispy I. tomb. III, P.E.PJ. RtP'.dQ(tio"h1t5 lot., is prokili'led.itistot the -tt,. pourenvoa hem A I Roof lmw
i -0-0
2x4 --=
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) 1/deft L/d
TCLL 20,0 Plate Grip DOL 025 TC 0.09 Vert(LL) 0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,02 Vert(CT) 0,00 7 999 240
BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 4 n/a n/a
BCDL 10,0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.00 7 999 240
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 1-5-11
oc purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends- thatStabilizersand required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide, REACTIONS. (
lb/size) 3
25/Mechanical 2
139/0-8-0 (min. 0-1-8) 4
13/Mechanical Max
Herz 2 =
47(LC 8) Max
Uplift 3
14(LC 12) 2
101(LC 8) Max
Grav 3 =
25(LC 1) 2
139(LC 1) 4
21 (LC 3) FORCES. (
lb) Max.
Comp,/Max, Ten. All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf: BCD(-=5.Opsf; h=25ft; Cat.
11; Exp C; End., GCpi=0.18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL= 1 ,60 plate grip DOL= 1.60 2)
This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads, 3) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of PLATES
GRIP MT20
244/190 Weight:
6 lb FT = 10% N0
isx 14 N10-14 .111; Mo.lo TOP., 4, —w F"S 4,4cdwft In Ox 04 At 0 , hm I" t"
t.4- I." hq. N it', I'll: t 4, 1.f"t 1 11 itr- 0 J* 'a M - W 0 W fv" V-T wwt. i t—1 w t4k0j)"" 4451
St. Lurie Blvd, iftfiloliocion
of All 44tollitni'm qfly lom"I fooli'loted •itho"t The -Vto pvmisvoo (to. A I Roof T,mt5Port Pierce, FL 341)46
1 0-0 2-11-11
1.5x4
1 2-11-11
tK=K1
LOADING (pso SPACING- 2-0-0 1 CS11, DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.2525 TC 0.22 Vert(LL) 0.00 4-5 999 360
TCDL 10.0 Lumber DOL 125 BC 0.11 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES W6 0.00 Horz(CT) L00 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.00 45 999 240
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11 -11
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek re co-mme'nds that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide._
REACTIONS. (lb/size)
3 69/Mechanical
4 = 28/Mechanical
5 19410-3-8 (min.0-1-8)
Max Horz
5 69(LC 12)
Max Uplift
3 = 57(LC 12)
5 = 72(LC 8)
Max Grav
3 = 69(LC 1)
4 51 (LC 3)
5 194(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-166/258
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf ' h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed; end vertical left exposed-,C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL= 1.60 plate grip DOL= 1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
5) Bearing at joint(s) 5 considers parallel to grain
value using ANS11TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
6) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 57
lb uplift at joint 3 and 72 lb uplift at joint 5.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
k1C-hoPfnni SK:,ib IV-: %, to . in, Ino W"W, . -w, ON m ',,r o-Vii, tts t#1t1i.*U W, W R1 I Anthony T. Tr,-,b,,) T, ',' F
W- 0 *' 1— m Wit"" N apuMlm 0 n0- r. 0— Ww" hvjn 4 No 0 N IF t, V, .4 N * -UVA' W TO; 1"av d 14 V.4 m W 0 As' !"" .1" wl"Impr .'sWWN N1 k".4'am 4 N 0 80083
4451 St. Lude, Blvd,
Foft fierce, FL 34946
opytilki V 70111 A I lod Imses AnIkoy 1. Twilts 111 1`1 hpadoom of this hmmi'm any IV., is proli'li'led oitliVa Ilit nnep Fewsim hows A I got Itts'e, kohow, 1, liMhD III, PJ.
3-5-11
2x4 --
LOADING (pso SPACING- 2-0-0 CSL DEFL. in loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 115 TC 0,14 Verl(LL) 0.01 4-7 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 3 n/a n/a
BCDL 110.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 12 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 3-5-11
oc purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends----' that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 83/Mechanical
2 205/0-8-0 (min. 0-1-8)
4 44/Mechanical
Max Horz
2 79(LC 8)
Max Uplift
3 53(LC 12)
2 = 110(LC 8)
Max GFav
3 = 83(LC 1
2 205(LC 1)
4 60(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft:
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads,
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
V0, hu" F.-w W Hwl w*, 1"', JNAek., T 1"4, tm-
IWMI 04n Anhony T. To nbo N!, PN4
Z, 80083
r.T-04 4451 St. Lud- Blvd,
2MA I kooll'usw Anskoftyl, 640111,1"J, Fwt P:etce, FL 34946
1-0-0 - - ---------- 1 4-11-11
I
4-11-11
Plate dffseIs(X,Y)--
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/def! Lld PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.02 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11 -11
oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
MiTek —recommendsthat Stabilizers and --- -, - -
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 127/Mechanical
4 = 55/Mechanicat
5 = 268/0-3-8 (min. 0-1-8)
Max Horz
3 109(LC 12)
Max Uplift
3 48(LC 12)
5 130(LC 12)
Max Grav
3 1271LC 1)
4 89(LC 3)
5 268(LC 1)
FORCES, (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-242/456
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
5) Bearing at joint(s) 5 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface,
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 48
lb uplift at joint 3 and 130 lb uplift at joint 5.
LOAD CASE(S)
Standard
1—or ph"l, rkw,.Or -W% 'A 1 13V 11AVI"NO U-, OIL UW VXXCWJ40W, 41, kvp ra"O", " anA A- W r. Wootf I 1rnk, , P I W- "A"! 41,-, - 90', eMr.,ze ;W,4 .4, IM .1 kw-
tuplq, An*hmy T. Combo Al, P1 e,
4 a,, 0 *, I whon 0 N N., N 0.." "o. 14 t." k,,Jm . 1 vww 0 tR', at V * *1 4M v0l", KM rK 1 7f, fov". 0 W 10 m1 a,fiH 0 N .1*4 .9, .00. W kJnMa N m"4- 0 z 80083 4451 St.
Lude Blvd. Fart tierce.
FL 34946 bfkoryl,104010J.
Rep000(liot of ro,w lowmamm ofry form, I, pfoh,hilfd .4hpul the wWlea Ftmim hom A I Rot I'm"
Dead Load Deft, = 1/4 in
4x8 -
Z I dle ZJ 24
3X8 1.5x4 11 5X8 1,5x4 11 3x8
10-8-0 15-10-0 21-4-0
5 5-2-0 54-b 5-6-0PlateOffsets - sets (X,Y 11 1 111----1--- II I I — 11 - - - I
3:0-5---12,0-2-8], _- (5:0-5-12 0-2-Etlj t6:0-8-2 0-0-8l, (9:0-4-0 Edgel
I I,-,-- -
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.23 9 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.47 8-9 542 240
BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.10 6 n/a n/a
BCD L 10.0 Code FBC201 7rr P1201 4 Matrix -MS Wind(LL) 0.27 9 932 240 Weight: 90 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2:2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-5-7
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-8-0 oc bracing.
Mitek -recommends- that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 1522/0-8-0 (min,0-1-13)
6 = 1522/0-8-0 (min. 0-1-13)
Max Horz
2 39(LC 32)
Max Uplift
2 562(LC 4)
6 562(LC 5)
Max Grav
2 = 1522(LC 1)
6 1522(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3942/1323, 3-17=-4792/1629,
17-18=-4 792/1629, 4-18=-4792/1629,
4-19=-4792/1629, 19-20=-4792/1629,
5-20=-4792/1629, 5-6=-3943/1323
BOT CHORD
2-1 0=-1 210/3698, 10-21 =-1 207/3722,
21-22=-1207/3722, 9-22=-1207/3722,
9-23=-1 172/3722, 23-24=-1 172/3722,
8-24=-1 172/3722, 6-8=-1 176/3698
WEBS
3-1 0=0/410, 3-9=-405/1222,
4-9=-565/368, 5-9=-406/1222,
5-8=0/410
NOTES-
1) Unbalanced roof live loads have been considered
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second
gust) Vasd=1 16mph; TCDL=5,Opsf;
BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl.,
GCpi=0,18; MWFRS (envelope); cantilever left
and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 562
lb uplift at joint 2 and 562 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 254 lb down and 240 lb up at 5-6-0, 80 In
down and 101 lb up at 7-6-12, 80 lb down and
101 lb up at 9-6-12, 80 lb down and 101 lb up at
11-9-4, and 80 lb down and 101 lb up at 13-9-4,
and 254 lb down and 240 lb up at 15-10-0 on top
chord, and 146 lb down and 30 lb up at 5-6-0, 59
lb down at 7-6-12, 59 lb down at 9-6-12, 59 lb
down at 11-9-4, and 59 lb down at 13-94, and
146 lb down and 30 lb up at 15-9-4 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
6).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1,25
Uniform Loads (plo
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20
Concentrated Loads (lb)
Vert: 3=-207(B) 5=-207(6) 10=-137(B)
8=-137(6) 17=-80(B) 18=-80(B) 19=-80(B)
20=-80(B) 21 =-52(B) 22=-52(8) 23=-52(8)
24=-.S9tR`i
V111111 TIM At" W I., k9k.,T IwW, It fjo,,: "k 0eerie IR .4
ps."'w Wf:p Ift 'q, I
U. r. WWONItt I: WUWsk.&j*, W IN I 1," 0 to WrA.IWI I" wtq' m'w AnIhony T. Tombo TI!,R.E.
80083
4451 St. Tucte. Blvd,
t Iombo 111, P.E.ReprokTiot 0M, pfohilititc! reithoqltht -tteo permission hem A I Roof hvws
Fort 0 efce, Ft 34946
A0003892
FG1 FLAT GIRDER 11 1 21 Job Reference (outionall
f Trusses, Fort Pierre, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2011 MI I ek industries, Inc. I nu Apr zb i t /u:iJ .
ID: ?sOQvIlzBGko2hFpRYibzzzOpep-hO5Oxmtr5480-JnX1 eMvl?V39YtrKtx2THLF
2-6-1 4-8-7 6-10-12 9-1-2 10-74 12-1-6 14-3-12 16-6-1 18-8-7 20-9-0 21 -28
2- -- - - ' - - --- -i --- -- - - _ -NI--- 2-2-5 2-2-5 - - 2- --- -2-0-9ff- -- - I - - oi---6-- - ' - -2-5
Dead Load Deft. = 1/2 in
3x6 ----
4x6
3x6 -: 700 MT20HS- 2x4 11 3x6 - 4x6
2-6-1 4-8-7
13
7-4 , 12-0-15 , 14-3-12
LOADING (psf) SPACING- 1-1-0 CS1, DEFL. in loc) I/defi L/d
TCLL 20. 0 ate Grip DOLPlate 1.00 TC 0.72 Vert(LL) 0.24 18 999 360
TCDL tO.O Lumber DOL 1.00 BC 0.73 Vert(CT) 0.74 18 337 240
BCLL 0,0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.09 13 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 j Matrix -MS Wind(LL) 0.22 18 999 240
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No-3 *Except'
Wi: 2x6 SP No-2
W2: 2x4 SP 2400F 2.0E
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 34-15
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
23 = 3097/0-7-4 (min. 0-1-8)
13 3087/0-7-4 (min, 0-1-8)
Max Horz
23 21 (LC 6)
Max Uplift
13 = 8(LC 5)
Max Grav
23 3143(LC 2)
13 3134(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-23=-658/160, 1-24=-481/0,
2-24=-481/0, 2-25=-5837/0,
3-25=-5837/0, 3-4=-10453/0,
4-5=-13930/0, 5-6=-15535/0,
6-7=-15542/0,7-8=-13714/0,
8-9=-10449/0, 9-10=-10449/0,
10-26=-5813/0, 11-26=-5813/0,
11 -27=-481/0,12-27=-481/0,
12-13=-661/216
BOT CHORD
22-23=0/5837, 21-22=0/1 0453,
20-21 =0/1 3673,19-20=0/15535,
18-19=0/16119,17-18=0116119,
16-17=0/15542,15-16=0113714, 14-15=0/
10449,13-14=0/5813 WEBS 5-19=
0/
260, 7-17=0/257, 5-20=-1792/0, 2-23=-5792/
0, 4-20=01815, 2-22=0/
1 754, 4-21 =-3502/0, 3-22=-5018/
0, 3-21 =0/1 406, WEBS 5-19=
0/
260, 7-17=01257, 5-20=-1
792/0, 2-23=-579210, 4-20=0/
815, 2-22=0/1 754, 4-21 =-3502/
0, 3-22=-5018/0, 3-21 =0/
1 406. 11-13=-5765/0, 7-16=-1
988/0, 11-14=011 763, 8-16=0/
746, 10-14=-5042/0, 8-15=-3550/
0, 10-15=0/1 435, 6-19=-688/
0, 6-17=-679/0 NOTES- 1) 2-
ply
truss to be connected together with I Od 0. 13 1"
x3") nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - I row at 04-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All
loads
are considered equally applied to all plies, except if
noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (
F) or (B), unless otherwise indicated. 3) Wind:
ASCE
7-10; Vult=1 50mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat, It; Exp C; Encl., GfCpi=0. 18;
MWFRS (envelope); cantilever left and right exposed ;
end vertical left exposed; Lumber DOL=1,
60 plate grip DOL=11,60 4) Provide adequate
drainage to prevent water pending. 5) All
plates
are MT20 plates unless otherwise indicated. 6) All
plates
are 3x4 MT20 unless otherwise indicated. 7) This
truss
has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads.
8) * This truss
has been designed for a live load of 20.0psf
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, 9) Provide mechanical
connection (by others) of PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 238 lb
FT = 10% 10) Load case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building
designer must review loads to verify
that they are correct for the intended use of
this truss. 11) Hanger(s)
or other connection device(s) shall be provided sufficient
to support concentrated load(s) 390
lb down and 211 lb up at 0-2-12, 65 lb down and
19 lb up at 1-0-0, 134 lb down and 63 lb up
at 3-0-0, 208 lb down and 124 lb up at 5-0-0,
282 lb down and 84 lb up at 7-0-0, 282 lb down and 84
lb up at 9-0-0, 282 lb down and 84 lb up at
10-7-4, 282 lb down and 84 lb up at 12-2-8,
282 lb down and 84 lb up at 14-2-8, 208 lb down and
124 lb up at 16-2-8, 134 lb down and 63 lb up
at 18-2-8, and 65 lb down and 19 lb up at 20-2-
8, and 390 lb down and 265 lb up at 20-11-12
on top chord. The design/selection of such connection device(
s) is the responsibility of others, LOAD CASE(
S)
Standard 1) Dead +
Roof
Live (balanced): Lumber lnr-rease=1,
00, Plate lncrease=1.00 Uniform Loads (plf)
Vert: 1-1
2=-142, 13-23=-11 Concentrated Loads (lb) Vert:
1 =-390 9=-
208 12=-390 5=-282 7=-282 4=-282 3=-208
8=-282 6=-282 24=-65 25=- 134 26=- 134 27=-65
2) Dead + 0.75
Roof Live (balanced) + 0.75 Attic Floor: Lumber lncrease=1.
00, Plate lncrease=1.00 Uniform
Loads (plO Vert:
1-1 2=-
167, 13-23=-11 Concentrated Loads (lb) Vert: 1 =-
324 9=-1
81 12=-324 5=-246 7=-246 4=-246 3=-181 8=-
246 6=-246 24=-56 25=-1 16 26=-1 16 27=-56
14) Dead: Lumber Increase=0.
90, Plate Increase=0.90 Pit. metal=
0.90 Uniform Loads (plf) Vert: 1-
12=-161, 13-
23=-1I Concentrated Loads (lb) Vert: 1 =-127
9=-101 12=-
127 5=-140 7=-140 A=-IAn '4=-101 A=-14(
1 A=-14n 94=-97 9S=-6A 11-13=-5765/0 7-16=-
19RR/0 In I- in honrinn Hate aprinhip of with,;tandinn 8 lh 01 umq N't'Umib Wk
I
tic, rwfltl, Tl* kV Wl"-1 'It "A 'Alt - 1*1 l'-41111, 31-14JI"Z, -4 tk 10-f 1 b"W2," tI-AA,J.ItW n U"
W., W5011-1`1S,-Wnw; AnJiony T. lornbo ill, Pk, Ott 4 80083 4451 St. Lute
BIvd. Pott loce,
FL 34946 Opfujilt 0
2016 A 1601 bow
Antitoly 1, Twoloo III, P,I, hPWOCIM Of Ih3 ODWM*rl, Moor Ione'.5 plohilottil wAtol the -nee poenwop bon it'l Roof In"o Avhw 1, Tonto 111, P L
LOAD CASE(S)
Standard
Uniform Loads (pin
Vert: 1-12=-112,13-23=-1I Herz:
1-23=17 Concentrated
Loads (lb) Vert:
1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=
48 6=48 24= 13 25=42 26=42 27= 13 16)
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0.
75(0,6 MWFRS Wind (Neg. Int) Right): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-12=-112, 13-23=-I1 Horw
1-23=4 Concentrated
Loads (lb) Vert:
1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=
48 6=48 24= 13 25=42 26=42 27= 13 17)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase= 1.60, Plate Increase= 1 M Uniform
Loads (plf) Vert:
1- 1 2=- 112, 13-23=- 11 Herz:
1-23=13 Concentrated
Loads (lb) Vert:
1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=
48 6=48 24= 13 25=42 26=42 27= 13 18)
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1 .60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1- 1 2=- 112, 13-23=- 11 Herz:
1-23=-2 Concentrated
Loads (lb) Vert:
1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=
48 6=48 24=1 3 25=42 26=42 27=1 3 diwrtzJ
J'Jjt 1 ' 'Aw1cw) (1q, , I NA" tvi
km ,, ,,14, fr, TO low 04 k' 4';" 49- " I Stt41' top-: to u4 . of Too Amp4nsiHo owgaes uyr"F-014' . ru d"Zreft .0, T&P .1, wtr fik I It. mp .-P— trro. '"o— An'hony T. P.E. ONMWInWJ 01.tl
ss,0,M1kofq.smw ,,Nfio w k,,.l "M ti 14-411'1. 0 h"" .4 (M' o41, — "3w . or 100 f. pw— .1 pohl orm Mori (vor.. soot I'l-M. VU""w lnn M Wx ow"41 4451 St, Lucie Blvd.
AR1hoPyf,Iombo;11j,f,
Rep,ogyrriot of tk,j jo(oPRtft1,,o 44y forro,,, P100ded .40"1 tht -floo Form Fort Deice, Ft, 34946
WRCSUA I FG2 IFLOOR
A0003893
1 truss.com
2 bob
120 s No,
3-7-3 5-9-12 7-3-13 10-1-3 12-7-8
1-54- - ----- 24-1 -------- -- - 2-2.9 f-B-11 1 2-9-7 1.
5x4 11 I
3x6 2 1.
5x4 it 3
5x
10 1.5x4 11 4
5 1.
5x4 11 6
3x6
7
3TT4
11 7x6 20 11 5X6 4x4 11 3-
7-3 5-9-12 LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL
40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) 0.05 9-10 999 360 TCDL
10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.07 9-10 999 240 BCLL
0.0 Rep Stress Incr NO WB 036 Horz(CT) 0.01 8 n/a n/a BCDL
5.0 Code FBC2017fTP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x6 SP No.2 WEBS
2x4 SP No.3 *Except' Wi:
2x6 SP No.2, W5: 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (
lb/size) 14
1797/0-3-8 (min. 0-1-8) 8
2294/0-3-8 (min. 0-1-8) 11
5898/0-3-8 (min. 0-3-8) Max
Grav 14
1812(LC 3) 8
2307(LC 4) 11 =
5898(LC 1) FORCES. (
lb) Max,
Comp./Max, Ten, - All forces 250 (lb) or less except
when shown. TOP
CHORD 1-
14=-1523/0,1-2=-2031/0. 2-
3=-2031/0, 3-4=-2031 /0, 4-
5=-3146/0, 5-6=-3146/0, 6-
7=-3146/0, 7-8=-1311 /0 BOT CHORD
12-13=
012031, 12-15=-948/0, 11-15=-948/0, 10-
11=-948/0, 10-16=0/3146,9-
16=013146, 9-17=0/644, 8-
17=0/644 WEBS 1-13=0/2277,
4-
12=0/3181, 4-11 =-4005/0, 4-
1 0=0/4770, 5-10=42210, 6-9=
0/282, 7-9=0/2703 NOTES- 1) 2-ply truss
to
be connected together with 1 Od 0, 13 VxY) nails as
follows: Top chords connected as follows:
2x6 - 2 rows staggered at 0-9-0
oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows:
2x6 - 2 rows staggered at 0-6-0
oc. Webs connected as follows: 2x4 -
1 row at 0-9-0 oc, Except member 4-11 2x4 -
1 row at 0-7-0 oc. 3) Unbalanced floor live loads
have been considered for this design, 4)
Recommend 2x6 strongbacks, on
edge, spaced at 10-0-0
oc and fastened to each truss with 3-10d (01311" X
3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means. 5) Hanger(
s) or other
connection device(s) shall be provided sufficient to support
concentrated load(s) 1442 lb down
at 1-3-12, 1442 lb down at 3-3-12, 1442 lb
down at 5-3-12, 1442 lb down at 7-3-12, and 1442
lb down at 9-3-12, and 1442 lb down at 10-11-8
on bottom chord. The design/selection of such connection
device(s) is the responsibility of others. LOAD
CASE(S) Standard 1)
Dead + Floor Live (
balanced):
Lumber Increase=11.00, Plate lncrease=
1.00 Uniform Loads (plf) Vert: 1-
7=-100, 8-
14=-10 Concentrated Loads (lb) Vert: 13=-
1442(B) 12=-
1442(B) 10=-1442(B) 15=-1442(B) 16=-1442(
B) 17=-1442(B) 12-7-8 PLATES GRIP
MT20 244/190
Weight: 129
lb FT = 10%
21 All lnida are (-,nnwit,,
r,,A PntiAlIv nnnlip.rf to all 4.4 0' 1.1-
1 as
W Igo lq—r' 0 To Ftl-nd MIMI( 14 h'+1 0 rk'o, III, to 14 Too, W, '*' 141 'k 0"J' Isottem. iw"I; mfto:Anhmy 1, lombo 1H, P.L. hw 80083 At —w—ft
TOD oll.
pm-" r0l- Otte I'dAq AW4*w 4 111 WWI '-d—v roo P4- 4451 St. 1-ticie Blvd, 6-1. iftu I, ..ftlqnd ... vttIq
it Il or,—At'd 4, 1"'; 4'p Etl— [, 40 1" 11"T.; 4,V,, " 131, S'*' E4.. e f .16n III "*V'o It A, 44.'d " III I Foft Pierce, FL 34946 1 I"f BIT oi Aft6opy
1, Tomb III P.1 . RlIptoovan of A'S kuwnl' in nap 10'"', i, ptokIbOd . ithoff ITT cme. Ftf wwo liom k 1100 Imm kathofty I , TwIto [it, l"t ZL 1(1.'P1YTi—jhI (01-7011611A*
4-3-4_ 7-9-_8I-- --- __ __ ___1 ------ — ------- 5912 - 11 112-34 1-11-12 1-6-8 11-11-12 2 3-8
JX0
3x8 -- 3x6 -
4-34 IN
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.00 TC 0,41 Ven(LL) 0,01 7-8 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240
BCLL O.O Rep Stress Incr NO WB 0,20 Horz(CT) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.01 8 999 240
LUMBER -
TOP CHORD 2x6SPNo.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
Wl: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 1029/0-7-4 (min. 0-1-8)
7 = 1563/0-3-8 (min. 0-1-8)
9 2575/0-3-8 (min. 0-1-8)
Max Horn
10 39([-C 6)
Max Uplift
10 = 293(LC 4)
7 215(LC 5)
9 226(LC 5)
Max Grav
10 = 1029(LC 1)
7 1563(LC 1)
9 2575(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1 -1 0=-907/286, 2-12=-1 121947, 12-13=-
112/947, 3-13=-112/947, 3-14=-1 12/
947,4-14=-1 12/947, 4-15=-540/140,
5-15=-540/140, 5-16=-326/47,
6-16=-326147, 6-7=-8331138 BOT
CHORD 9-1
0=-67/
633, 8-9=-1 40/540, 7-8=-28611815 WEBS
3-9=-939/90, 4-9=-
1741/
145, 4-8=-80/588, 2-10=-535/
67, 2-9=-1404/196, 5-8=-1410/
269, 5-7=-1635/271 NOTES- 1) 2-
ply truss to be
connected
together with 10d 0.131"x3") nails as follows: Top
chords connected as follows: 2x6 - 2
rows staggered at 0-9-0 oc. Bottom
chords connected as follows: 2x4 - 1
row at 0-9-0 oc. Webs connected
as follows: 2x4 - 1 row
at 0-9-0 oc. 2) All loads are considered equally
applied
to all plies, except if noted as front (F)
or back (B) face in the LOAD CASE(S) section. Ply
to ply connections have been provided to distribute only
loads noted as (F) or (B), unless
otherwise indicated. 3) Wind: ASCE 7-10; Vult=
1
50mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf;
BCDL=5.Opsf; h=25ft; Cat. It;
Exp C; Encl., GCpi=0,18, MWFRS (envelope); cantilever left
and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=
1.60 4) Provide adequate drainage to prevent water
ponding, 5) 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
293 lb uplift at joint 10, 215 lb
uplift at joint 7 and 226 lb uplift at joint 9, 8) Load
case(s) 2, 14, 15,
16, 17, 18 has/have been modified, Building designer must review loads
to verity that they are correct
for the intended use of this truss. 9) Hanger(
s) or other connection device(
s) shall be provided sufficient to support concentrated load(
s) 390 lb down and 211
lb up at 0-2-12, 65 lb down and 19 lb up at
1-0-0, 134 lb down and 63 lb up at 3-0-0,
208 lb down and 124 lb up at 5-0-0, and 282 lb down
and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up
at 8-6-8 on top chord. The design/selection of such connection
device(s) is the responsibility of others.
PLATES GRIP MT20 244/190 Weight: 113
lb FT =
10% Standard 1)
Dead + Roof Live (balanced): Lumber
Increase=
1.00, Plate InCFease=1.00
Uniform Loads (plf) Vert: 1-13=-420(
B=-250), 6-
13=-170, 7-10=-20 Concentrated Loads (lb) Vert: 1 =-390 11 =-
65 12=- 134
14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof
Live (balanced) +
0.75 Attic Floor: Lumber Increase= 1.00, Plate Increase=
1.00 Uniform Loads (pit) Vert:
1-13=409(
13=-219), 6-
13=-190, 7-10=-20 Concentrated Loads (lb) Vert: 1 =-324 11 =-
56 12=- 116
14=-1 81 15=-246 16=-1261 14) Dead: Lumber Increase=0.
90, Plate
Increase=0,90 Pit, metal=0.90
Uniform Loads (pit) Vert: 1-13=-295(
6=-125), 6-
13=-170,7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-
27 12=-63
14=-101 15=-140 16=-717 15) Dead + 0.75 Roof
Live (bal.) +
0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg.
Int) Left): Lumber Increase=1,60, Plate Increase=1.
60 Uniform Loads (plf) Vert: 1-1 3=-
440(B=-315),
6-13=-125, 7-1 0=-20 Herz: 1-10=31 Concentrated Loads (lb) Vert:
1 =80 11 = 13
12=42 14=
83 15=48 16= 189 16) Dead + 0.75 Roof Live (bal.) + 075
Attic Floor 0.75(0.6 MWFRS Wind (Neg, Int)
Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit) Vert: 1-13=-367(B=-
242), 6-13=-
125,7-10=-20 Herz: 1-10=-8 Concentrated Loads (lb) Vert,
1=80 11=13
12=42 14=
83 15=48 16=189 17) Dead + 0,75 Roof Live (bal.) + 0,
75 Attic Floor 0.75(0,6 MWFRS Wind (Neg. Int)
1st Parallel): Lumber Increase=1.60, Plate Increase=1.
60 Uniform Loads (pit) Vert: 1-
13=419(13=-
294), 6-13=-
125, 7-10=-20 Horz: 1-10=24 nncP.n1mtPA I onri,;
111-il Woof XJ'
ANCCNAIR'rerep 1'w if 10 -
f 4 t" r ri'vir- foo.4 y
woo AnlhwT. lonibo Izi, o.E N 0-
6 0'.,*.'" , to Woo o's"' . N:.
w! 0 to 111, ox " "".Iof 80083 4i ot., pi- 4451 St, Lucie Blvd. 41 , o1busses Reposmooitirofik's 6ityroorl'on 4ny form, is poh,biotd doof the -troo pton,wee fiw A I Roothows Fort P r;ce, FL 34946 opynihi 0 2016 A
I It,
LOAD CASE(S)
Standard
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1- 1 3=-367(B=-242), 6-13=-125, 7-10=-20
Horz: 1-10=-5
Concentrated Loads (lb)
Vert: 1=80 11 =1 3 12=42 14=83 15=48 16=189
aq-Reese llx gNt ream l'IIWC.ftd'S?S tEtliK"6EIht,[EtHSt(NM1lC 1 (BSUk 4liJ',:it9QYlEd'wNtMt"IMm, ie trleup l+dnF.N rzM l+snla;7-es:9r .}a Biwiq {[xi lk FhMtl IarA:LtlkAuwe4ka`-tth;+ae Udtr: ale nze nod MtMriO&. say
aal:;ax;u r'Pas st%: to rselfa AeiBDla».aLL 4sf ns @es ry `.qaM leS'ntt.;ar R!seAaa.@Ar pesMtaactpa;NnepAsxnad a4n+xn g rts asAllNr i. n ln g: of ipt;#ytEt sak:•sel a. nelWad*+da (p.f. Rxks4s..... pn lwq Mow'oodn Allthrniy T. I oinbc, ili, J.E.
asl lSRAa>Si t S^l1f Htit lk sttrx aan Ara axaa, Art Qr9lt tlA4?tf yta l'Ia tIUN)UESfrSt' dtit:Mk tA11 N`i.'At R: at SR {a%4nMJf'Nt R9IR1 '14 $#'l4 AIk Uft AM In hll tSt Alit lt 45.NhaPoj bTf'is}i!Ift E SIfNa1M a1/kaa} UskRA "t!IrNVG'fiA « 80083
kkft;h,"altsrtmaAl aa:sans%TDPWrtF,111 hpnkfunAnp WlMq(Smex irtrh ih4 aN1 R'E'-tdKmiq WtltyarsAawcW'a?-v [hl§fSa s R..eNem.f ttus AAi Wsf U1,"*q. i,esy k,pipm,ael tna, aq a n§xt 4451 St. lade Blvd,
s rlu kfxH It oir at eprelemnxsgrq 1p di tans lnsreL fle tl+:, su ;>{naers lCl uhe ia.Nal scsy atns, Sls.ca [apoeaaaq lrfl}q k€tii¢;kklN x•a: as a klnNxiNl Foft P'e[ce, FL 34946
Copyn Al (J 201d A-t toot hums-Aot4oay L Fombe IIL P.E. teplodaeion of lRis duiumem, in aop larm, Ps pwhiQBod aiMcat skt ar tisn pelmisiioa6om A I Roof ll'i'm athonr L toa do ill, R.f.
0-1-8
1-8-0 1-10-8 1-8-0 0-[J-8
Dead Load Deft. = 3116 in
3x8
2 .1
30 3x6 FP - 3x4 = 3x8
4 5 6 7 9 Q 110
3x6 3x8 - 3x12 MT20HS FP - 3x3 - 3x8 3x6
1 5x4 SP-- 3x3 -
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-2
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1146/0-74 (min. 0-1-8)
18 = 114610-7-4 (min, 0-1-8)
Max Grav
12 1146(LC 1)
18 = 1146(LC 1)
FORCES, (lb)
Max, Comp./Max, Ten, - All forces 250 (lb) or less
except when shown.
TOR CHORD
2-3=-3715/0, 3-4=-371510,
4-5=-4902/0, 5-6=-4902/0,
6-7=-4902/0, 7-8=-4902/0,
8-9=-3713/0, 9-10=-371310
BOT CHORD
17-18=0/2162, 16-17=0/461 0,
15-16=0/4610,14-15=0/4902,
13-14=0/4613, 12-13=0/2163
WEBS
10-1 2=-2391/0, 2-18=-2391 /0,
10-1 3=0/1 714, 2-17=0/1 717,
9-13=-252/0, 3-17=-255/0,
8-13=-99510, 4-17=-990/0,
8-14=- 1061727, 4-15=- 1 O8f733,
5-15=-315/10, 6-14=-31 1 /10
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) The Fabrication Tolerance at joint 16 = 0%
Recommend 2x6 stmngbacks, on edge, spaced
at 10-0-0 or—pind faRtAned to P.anh In ms with 3-1 Od
2%
6
21-2-8
21-2-8
CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0.74 Vert(LL) 0A3 14-15 585 360 MT20 244/190
BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 187/143
WB 0.82 Horz(CT) 0.10 12 n1a n/a
Matrix-S Weight: 104 lb FT = 10%F, O%E
LOAD CASE(S)
Standard
41
V..'" pl— "y'— t* 'A 1 IX 6014. TINS & GAMICKTUS1 A ('01,T; VX1CW"B*4' I., Wilf hi,p J-0., W"4'0" N' I )-i't 1w, W 1k Ae. I 1— 1, P c to.- Sk'! cev, - 10"I A 000 " 6, 100
To W, k M I Am'ltony I Tointio 1IT, ;)1
0083
4451 St, Lude 617d.
FA Deice, UL 34946
winep"mmoloam A I 4
0-1-8
1-8 -0
Dead Load Defl. = 118 in
2369
22iA
6
3X6 3x8 Us MT20HS FF- 3X8 3x6 : 4x4
3x3
21-2-8
19-11-8 - ----- 201 0
19- 1 14
Nafe Offsets (ky
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.4814-16 490 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.57 14-16 413 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.08 13 n1a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 106 lb FT = 10%F, O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No,2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 12-13.
REACTIONS. (lb/size)
13 2335/0-3-8 (min. 0-1-8)
19 1027/0-7-4 (min. 0-1-8)
Max Grav
13 2335(LC 1)
19 1052(LC 3)
FORCES. (lb)
Max. Comp./Max- Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
12-22=-1066/0, 22-23=-1066/0,
11-23=-1066/0, 2-3=-3302/0,
34=-3302/0, 4-5=-4104/0,
5-6=-4104/0, 6-7=-3067/0,
7-8=-3067/0, 8-9=-3067/0, 9-10=0/917
BOT CHORD
18-19=0/1963,17-18=0/4104,
16-17=014104,15-16=0/3894,
14-15=0/3894, 13-14=0/1 578.
12-13=-917/0
WEBS
10- 1 3=- 1288/0, 2-19=-2171 10,
2-18=0/1 480, 3-18=-301143,
4-18=-1 130/0, 9-13=-2353/0,
9-14=0/1 706, 7-14=-261/0,
6-14=-976/0, 5-16=-29610,
10-12=0/1388, 6-16=-107/712
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are MT20 plates unless otherwise
indicated.
4) Recommend 2x6 strongbacks, on edge,
spaced at 10-0-0 oc and fastened to each truss
with 3-10d (0131" X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained
by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 12-19=-10, 1-11=-100
Concentrated Loads (lb)
Vert: 11 =- 1070
31 All nIqtA.,are 1 5Y4 MT?n ijnlp.%s nitherwmA.
W-q TWOJt t0—%W'w—' 64',04 ..... . 10a . ",1" .4
is , j— D's'p 40— ie Sx44 ["I' ax "d 1, .1 100'tr'sW' 0 4, F om'.s "t—'q ""Ato, 1, M i r, ;' k'"' 1!- OPM., tk. TDO W, * 1A I 'w tp wd'k1 Anthony T. Toino T, P.F. W."
0 *" T,,* 0 he 1— r., WWOMIK v6i.00'0 4'!A-01 1 1"fr 4451
St, Woe Blvd, Fart
P rcq, FL 34946 411, 10.bc 111, PJ' ARThwil.mbi,114PE
0-1-8
N l 2-6-0- ( I- 2-Q-12 1 f 2-0-0 _.. 1- 2-0-0 1-11-4L - __--- i
Dead Load Defl. = 1/8 in
3x6 - 3x4=- 3x4 , 3x6 FP--=- 3x8
2 3 4 F A 7 n n
3x311 3x3 3x3
26
Im "
4
41) 22 21 20 19 18 17 16 15 14
3x4 .= 3x8 --_ 3x3 3x6 FP- 3x8 3x6 --
3x8
1
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TIC 0.79 Vert(LL) -0.38 19-20 631 360
TCDL 10.0 Lumber DOL 1,00 BC 0.77 Vert(CT) -0.51 19-20 462 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 17 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014
1_
Matnx-S
LUMBER-
TOP CHORD 2x4 SP No.2(flat) `Except`
T2: 2x4 SP M 30(flat) 3) Provide mechanical connection b others ofy )
BOT CHORD 2x4 SP No.2(flat) 'Except' truss to bearing plate capable of withstanding 163
61: 2x4 SP M 30(flat) lb uplift at joint 14.
WEBS 2x4 SP No.3(flat) 4) Recommend 2x6 strongbacks, on edge,
BRACING- spaced at 10-0-0 oc and fastened to each truss
TOP CHORD with 3-10d (0,131' X 3") nails. Strongbacks to be
Structural wood sheathing directly applied or 2-2-0 attached to walls at their outer ends or restrained
oc purlins, except end verticals, by other means.
BOT CHORD 5) CAUTION, Do not erect truss backwards.
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) LOAD CASE($)
23 - 1007/0-7-4 (min.0-1-8) Standard
14 - 3610-3-8 (min. 0-1-8)
17 - 1749/0-3-8 (min.0-1-8)
Max Uplift
14 =-163(LC 3)
Max Grav
23 = 1015(LC 10)
14 - 208(LC 4)
17 - 1749(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3153/0, 3-4=-3153/0,
4-5=-3842/0, 5-6=-3842/0,
6-7=-2642/0, 7-8=-2642/0,
8-9=-2642/0, 9-10=0/1297,
10-11=0/1295, 11-12=-137/426
BOT CHORD
22-23=0/1886, 21-22=0/3842,
20-21=0/3842, 19-20=0/3547,
18-19=0/1080, 17-18=0/1080,
16-17=-426/137, 15-16=-426/137,
14-15=426/137
WEBS
2-23=-2086/0, 2-22=0/1401,
3-22=-294/16,4-22=-963/0,
9-17=-2434/0, 9-19=0/1759,
8-19=-253/0, 6-19=-1027/0,
12-14=-174/564, 11-17=-1163/0,
6-20=-2/694
NOTES -
11 I Inhalanc d floor live. Inarl, have been
PLATES GRIP
MT20 2441190
Weight: 128 lb FT = 10%F, 0%E
xa•eq €€nurieeyei r• €>c'it t4C PASS "Sl;Ift fEe lk rex3tt"etellt,ll (141:rx+'&t €erp eaoxEN le hrAe#np€—W, Waaf vn tisl «,s NIT, k ug fr,W&I AA.,I Im. €'f t fetes., Use: tea. e4 jd ;enx,.rtr uaet le Oa 100, err
lMtepoene ea`* l64rel br ttat30ra Nt. 1W fls+} "p K"swo, tipir;; pesW 100 srpssnsaa.enw'dit, palxflae e+gauml"'V.,i0nt V Mhsrq repel^n: fthef ee to-rew*lkl.'bl sie esna ilree.lete,e€,gfinas. pHM!Nh d
edrrr €ress4 eallaisrN rtspe rklmdtM l.er tte Rrar stain±MerZae+k 4a11M5 to pe..?aR,ealelYxla W`. 9t d: al rMxl tar F.i le of laJ. le Anthony T, Tornbo 111, PE. tonra.de ar,wa.nex eanftrs,.:e;p45yWduq.sx+ye, Mrmaaekeagad2era+<,rm:a..ia.at1QQ93 aetaxayOefrpaaCvne» Al lop .1 t s.€pM1dnxsrttk1"legCaa{caat400.las ne. tt,rpNskd €a1M4€(pa xNanaW`epeaepion It-la:aaskr-<epeep aksmsianasrfkatersOrupa.tnsOesig>EepaneelraxiMaSflM.".ne-air, efentt (daNRe keno rprr6 apta.04 a+d!W 1, smaeef. rer 11 As F xe i+AL?se f«ta Srs 4451 St. LUC#e Blvd. ztMN+ € rpx.eit sy s<ex;,gaaafw€Mdriy Blreudx!da;aeerrsfAaNa€MI. Fort
Preree, FL 344A6 aprtlrklUJ2pldri-(t@(tfU$it1 1Nrk6oyfTorobolilH, Qepofotit000(th"iowsreet,leoel€or.,islookrb0d 'lknulthe e"Ptppefor woofloor AAI Roof If443Qt-€01LiDRTt.14m 6llf,r,t.
9
0-1-8
1-3-0 2-1-8 1-8-0- 0 1-8
1.5x4 11
1.5x4
1
1.5x4 11
3x4 == 1,5x4 11 3x3 — 1.5x4 11 3x4 1.5x4 -
2 3 4 5 6 7
3X4 -:: 3x6 -= 1.5x4 11 3x6
13-5-0
13-5--o
Plate Offsets (X,Y)— [1_5:0-1_-8,0-0-12]
LOADING (psf) SPACING- 2-0-0 CSI - DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 30 TC 038 Vert(LL) 0.17 10-11 911 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 C 0.67 Vert(CT) 0.22 10-11 717 240
BCLL 0.0 Rep Stress Incr YESSWB 0.39 Horz(CT) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matn.-S Weight: 67 lb FT = 10%F, O%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc; purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. (lb/size)
8 = 714/0-3-8 (min. 0-1-8)
12 721/0-74 (min. 0-1-8)
Max Grav
8 714(LC 1)
12 721(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1914/0, 3-4=-1914/0,
4-5=-1854/0, 5-6=-1854/0
BOTCHORD
11-12=0/1270, 10-11=0/1854,
9-10=0/1854, 8-9=0/1294
WEBS
2-12=-1404/0, 2-11=0/713,
3-11 =-275/2, 4-11 =-2661260,
6-8=-1418/0, 6-9=Of763, 5-9=-297/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means,
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
U." ..s qw, n . a" 9*'; aw"a rah{. 1, In f
Z' —.' V"! 5w, st rd 1. k No 11 . 104 44 1 0,4, itto—, S-44s E" w I oe,.t' iwq<.ftw "*'4R Whmy V fambi) T, P1, 4-0. 0 t* 1z ' 0..", "04,74 W#' 14 tall 0,414
4'r.np- * 1.1, 4451 St. Lucie Blvd,
Foit P*,ce- Fl. 341146
opt'llil V 2016 A I Root Imsts A"64AVI.Tombollf1f, Repiiihow of this Awmat,ft coy lotio, is prohihiled without the wtifleo litfunimoo ham A-1 Roof Irmn
0-1-8 axa
3x4 3x4
Pole Offsets (X Y - ----- s [1:Edge,-0-01--12j?t2-. -1 -8,1EIdIgeL [311:0-1,-8, Edge]
LOADING (psf) SPACING- 14-0 t CSL DEFL. in loc) Well L/d PLATES GRIP
TCLL 40,0 Plate Grip DOL 1.00 TC 0,21 Vert(LL) 0.01 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 21 lb FT = 10%F, O%E
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No,3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-1-8
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 1 "-0 oc; bracing,
REACTIONS. (lb/size)
8 1177/0-7-4 (min, 0-1-8)
5 = 1175/Mechanical
Max Grav
8 1177(LC 1)
5 = 1175(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-I 175/0
BOT CHORD
7-8=0/1 175, 6-7=0/1 175, 5-6=0/1 175
WEBS
2-8=-1644/0, 3-5=- 1644/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131"X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1,00, Plate lncrease=1.00
Uniform Loads (pit)
Vert: 5-8=-7, 1-4=-67
Concentrated Loads (1h)
Vert: 2=-1032 3=-1028
Antfio y 1. 7()Mbo 117, P E, MUzzd qw. * W64 3"W. W zww "'v V ft V, N g M" A 10 1 TO W'sW 0 *' IN,, W ".1, 0 1, N- .tk* wo.; 'wM An*. t P'.N *0 W N e
NN-R N14111 -4 AN W W at A N F— W k" t00- W. 'V'U fw'uo t' "f" W Wt .' 0-4 —e, r' M 1 NO— W t. 0 N N, 14— . 4", V.0w- "
4"51 5t'Cube Blvfl.
Ppqhl " 706A I 10011"'t' Ap'thoy t 10MWIL P1 'NIM, sMh-b44 A-lboyl 1.4011t P
F01t Pimm, q 34946zt * "
0-11.8
3x3 --
3x6 FP-- 3x3
1 9 1 A A 7 R Q in 11 19 ill 1A 15 1A 17 1A iq 7n 91
42 41 40 39 38 37 36 35 34 3332 31
3x3 U6 FP
LOADING (psf) SPACING- 2-0-0
TCLL 40,0 Plate Grip DOL 1.00
TCDL 10,0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No,3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30.
REACTIONS. All bearings 24-7-0.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
22
Max Grav
All reactions 250 lb or less at
joint(s) 42, 41, 40, 39, 38, 37, 36,
35, 34, 33, 31, 30, 29, 28, 27, 26,
25,24.23
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise
indicated,
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e,
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100 lb
uplift at joint(s) 22.
6) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-1 Od
0. 131 " X 3") nails, Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASES)
Standard
24-7-0
0
30 29 28 27 26 25 24 2322
3x3
CS1. DEFL. in (loc) I/defl L/d
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 22 n/a n/a
Matrix-S I
PLATES GRIP
MT20 244/190
Weight: 111lb FT=10%F,O%E
V.1" rw'".V6 f0-#oTf—W',' W A 40.19 t! W—Owohi—t
0*, ftO " "'i it', a h"Ot k. 1— i4—: M po— ,4-4 W'P 0 a'M4 T", W^4 IN.9, * M i f. t"4, —Y.' Anthooy T. Tomto 111, P.E.
0083
4'..' 4451 St Lune Blvd
Fort P"we, Et 34940
0-1-8
Dead Load Dell. = 1/4 in
3x4
4x8 3x4 3x3 3x3 3x6 FP- 4x8
2 3 4 5 6 7 8 q in 19
22 21 20 19 18 17 16 15 14
3x6 08 3x1 2 MT20HS FP- 3x6 08 3x6
3x6 VV13-- 3x6 -
24-7-0
24J-0
e .." -- L. I -I! L4j1.-V'---1- -0"u-u--i/7jj tzz).v- I -alu-u- 1z]
LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
40.0 PlateTCLLate Grip DOL 1.00 TC 0,71 Vert(LL) 468 17-18 426 360
TCDL 10.0 Lumber DOL 1,00 BC 0.79 Vert(CT) -0.94 17-18 309 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.13 14 n/a n/a
BCDL 5,0 Code FBC2017/TP12014 Matrix-S
LUMBER-
TOPCHORD 2x4 SP M 30(flat) BOTCHORD
2x4 SP 240OF 2,OE(flat) 5) Required 2x6 strongbacks, on edge, spaced at WEBS
2x4 SP No.3(flat) *Except* 10-0-0 oc and fastened to each truss with 3-1 Od W2:
2x4 SP No.2(flat) 0.131" X 3") nails. Strongbacks to be attached to OTHERS
2x4 SP No,3(flat) walls at their outer ends or restrained by other BRACING-
means. TOP
CHORD 6) CAUTION, Do not erect truss backwards. Structural
wood sheathing directly applied or 4-10-1 oc
purlins, except end verticals. LOAD CASE(S) BOTCHORDStandard
Rigidceilingdirectlyappliedor10-0-0 oc bracing. REACTIONS, (
lb/size) 22
1335/0-7-4 (min. 0-1-8) 14
1329/0-3-8 (min, 0-1-8) Max
Grav 22
1335(LC 1) 14
1329(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=4510/0, 3-4=-451 0/0, 4-
5=-6555/0, 5-6=-6555/0, 6-
7=-6653/0, 7-8=-6566/0, 8-
9=-6566/0, 9-10=-6566/0, 10-
11 =-455010, 11-12=-4550/0 BOTCHORD 21-
22=
012565, 20-21 =0/5823, 19-20=
0/5823, 18-19=0/6653, 17-18=
0/6653, 16-17=0/6653, 15-16=
0/5848,14-15=0/2618 WEBS 2-
22=-
2836/0, 2-21 =0/2151, 4-21 =-
1 452/0, 12-14=-2876/0, 12-15=
0/2136, 10-15=-1435/0, 10-16=
0/878, 8-16=-312/154, 4-19=
0/888, 5-19=-308/157, 6-19=-
776/421, 6-18=-258/260, 7-16=-
763/434, 7-17=-263/255 NOTES- 1)
Unbalanced
floor live loads have been considered for
this design. 2) All
plates are MT20 plates unless otherwise indicated. 31
All
rilAteR pre 1 5Y4 MT?O unless ritherwi-P. PLATES GRIP
MT20 2441190
MT20HS 187/
143 Weight:1251b
FT=10%F,O%E 41 V-
4 ,
A 114,hqpp.",W,."4,0".N,l,;),:pk,,"Iti".,kkofll,,4,1(tft."14v Sv IN - Anthony T.
Tombo :U, P E 80083 4451
St.
Lode Blvd, Fort P=
erce, R 34946 7010 A
I teat Nws knlManp i_(nm4o ltl V.E. ktpoiloran DIA'S laromro6 in cnp loem I proh,bried w4wth, -eon pewwoa kom A llofbvss"
0-1-8
H1 --
2--6-0-
1 t 1--8-0 --il - 2- - 2 - -4 fl 1-8-0 -
3x3 11
1.5x4 = 5x10 - 5x6 --
3x6 Fl? - 3x6 FR-1
5x6 .,-- 5x10
Dead Load Dell, = 114 in
24 23 22 21 20 19 18 17 16 15
5x8 -- SX10 302 MT20HS FP-= 302 MT20HS FP--- 500 5x8 -
1.5x4 SP 1,5x4 SF17-
5X6 ==
5x6 7--
LOADING (psf) SPACING- 2-0-0
TCLL 40,0 Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLI- 0,0 1 Rep Stress Incr YES
BCDL 5.0 1 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
24 1452/0-7-4 (min. 0-1-8)
15 = 1452/Mer-hanical
Max Grav
24 1452(LC 1)
15 1452(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-5472/0, 3-4=-5496/0,
4-5=-834010, 5-6=-8340/0,
6-7=-8340/0, 7-8=-8713/0,
8-9=-8340/0, 9-1 0=-8340/0,
10- 11 =-8340/0, 11-12=-5496/0,
12-13=-5472/0
BOTCHORD
23-24=0/3109, 22-23=0/7253,
21-22=0/8713, 20-21=0/8713,
19-20=0/8713,18-19=0/8713,
17-18=0/8713,16-17=0/7253,
15-16=0/3109
WEBS
13-15=-3375/0, 2-24=-3375/0,
13-16=0/2581, 2-23=0/2581,
12-16=-265/0, 3-23=-265/0,
11-16=-1897/0, 4-23=-1897/0,
11-17=0/1 181, 4-22=011 181,
10-1 7=-304/76, 5-22=-304/76,
8-17=-10561305, 7-22=-1056/305
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are MT20 plates unless otherwise
26-7-12
26-7-12
6,-E-d ge 13:0 - 5 -0, E d g el, 15-:- Ed---g--e--,-O----3- -0E- d g- e J, 17:0-- 2 --0, Ed g -e ]--,- [-1 -9 :-0 -3 --0- -0-0-0 ]
CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0,29 Vert(LL) 0.64 19-20 496 360 MT20 244/190
BC 0.79 Vert(CT) 0.88 19-20 360 240 MT20HS 187/143
WB 0.611 Horz(CT) 0.11 15 n/a n/a
Matrix-S Weight: 221 lb FT = 10%F, O%E
5) Refer to girder(s) for truss to truss connections.
6) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
nriirAtp(i
k tc,31 IMISN,r RktW 1"M CCW,'% milw."N, Z t"K P; W.6*,We 1-3 Wf
Nf P. Anthony I Tombo 111, P,E
4451 SE ua, Blvd,
Pay, ?fierce,FI 09A6
kr"AnrL I.Mb011 PJ, ktpAwtodthodowmw hthoy I I.MW III P.E.
WRCSUA I_FL09G JFL OOR
At Roof Trusses, Fort Pierce, - FL 34946 de _ si9n@a1truss.c6rn Run: 8.120 s Nov U 2017 Print: 8.120 s Nov
lJobl
ID:?sOQvilzBGko2hFpRYibzzzOpep-
0-1-8
2-6-0---
I 1— 1-8-0 --it - - 2-5-12
3x3 11
4x6 11 5X6 --
3x6 FP 3x6 FP=
1_11-3-101
MSH422
r n -1-7-:20-:2-0 2-0_1 8 Pagej I
MH3TwN44sYJza,.gf
Dead Load Defl. = 1/4 in
24 23 22 21 20 19 18 17 16 15
5X8 5x10 30 2 MT20HS FP 3x8 MT20HS FPI= 5X10 5X8
5X8 1,5x4 SP=
5x8
Plate Offsets
LOADING (psf) SPACING- 1-4-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 i Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 2400F 2.OE(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)
24 1245/0-74 (min. 0-1-8)
15 = 1817/Mechanical
Max Grav
24 1245(LC 1)
15 = 1817(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-4934/0, 34=4951 /0,
4-5=-8092/0, 5-6=-8092/0,
6-7=-8092/0, 7-8=-9200/0,
8-9=-9733/0, 9-10=-9733/0,
10-1 1=-9733/0,11-12=-7559/0,
12-13=-753810
BOT CHORD
23-24=0/2722, 22-23=0/6775,
21-22=0/9200, 20-21 =0/9200,
19-20=019200, 18-19=0/9200, 17-18=0/
9200, 16-17=0/9356, 15-16=0/
4142 WEBS 13-15=-
4481/
0, 2-24=-2955/0, 13-16=0/
3720, 2-23=0/2416, 11-16=-2241/
0,4-23=-1970/0, 11-17=0/
410,4-22=0/1430. 10-1 7=-
340/0, 8-17=0/1 169, 7-22=-1750/
0, 7-20=0/394, 8-19=-294/0
NOTES- 1) Unbalanced floor
live
loads have been considered for this design,
2) All plates are
MT20 plates unless otherwise inriirAtpri 26-7-1
l'
Edg eq, 18-:
0- 1 -8, Edg e41f 1-:6-3-0, E_d_g ej, [1_3_:_0_-7_-0_, Edge], [1! ej, [210 5-0.
EdgeJ,j24'E09e,0-3-0j J25:0-1-8,101 0-121 CS1. DEFL. in (loc)
I/defl L/d TC 0.47 Vert(
LL) -0.62 17-19 >513 360 BC 0,69 Vert(
CT) -0,85 17-19 >371 240 WB 0.89 Horz(
CT) 0.10 15 n/a n/a Matrix-S 6) Required
2x6 strongbacks,
on edge, spaced at 10-0-0 oc
and fastened to each truss with 3-10d 0.131" X 3")
nails. Strong backs to be attached to walls at their outer
ends or restrained by other means. 7) CAUTION, Do
not
erect truss backwards. 8) Use USP MSH422 (
With 10d nails into Girder & 1 Od nails into
Truss) or equivalent at 20-3-4 from the left end to
connect truss(es) FL05G (1 ply 2x4 SP) to front face
of top chord, skewed 0,0 deg.to the left, sloping 0.
0 deg, down, 9) Fill all nail
holes where hanger is in contact with lumber, 10) In the
LOAD
CASE(S) section, loads applied to the face of
the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard
1) Dead + Floor
Live (
balanced): Lumber Increase=1.00, Plate
Increase=1-00 Uniform Loads (pit) Vert:
15-24=-7,
1-14=-67 Concentrated Loads (lb) Vert:
11 =- 1131 (F)
z PLATES GRIP MT20
2441190
MT20HS 187/
143 Weight:
222lb FT=10%
F,O%E Anthonv T %,ato IN,
P.E. W ,, 0 o'lilo - V,64 'WW* 0 N D.."'A'md "W 80083 ' 4 r tw-
W
T"" 0.0w- 4451 st, WC19 l3lvd' opy"ght " 204 A
I Rol lwn kcthoo T TomRo 91 PJ, R,p q4clwo of this d000mal m of) ;o.h'Wtd wzthol th, "M. Pf" otmwr ho. AI Roof I Anthv 1, 1400 Ill fa. 01' Fl, 34946 zi "
WRCSLJk FL10 lFloor
At Roof Trusses, Fort Pierre, FL 34946, design@altruss.com
0-1-8
II - - - -
2-6-0-
3x8 1.5x4 11
9 1
12_ i 1Job I
v 8,120 s Nov 12 2017 Print: 8 120 s Nov
ID:?sOQvIlzBGko2hFpRYibzzzOpep-
14-0 2-0-8
Ir 2-1-0
3x4
3x6 FP:- 1,5x4 11 3x4 1.5x4 11 3x6
4 5 6 7 8 9
A0003904
018 Pacii
1-3-0I - 0410 I_--- Dead
Load Defl, = 3/16 in 3X6
11 5X6 - 10
11 12 3x6 ---
3x8 - 3x6 - 1.5x4 11 3x6 3x8 MT20HS FP-- 08 -- 11-
10-0 i
I -- id-b LOADING (
pso SPACING- 2-0-0 TCLL
40.0 Fla.00 PlateGripDOL1TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017fTP12014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) *Except* T2:
2x4 SP 240OF 2,OE(flat) BOT
CHORD 2x4 SP 240OF 2,OE(flat) *Except' B2:
2x4 SP No,2(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc
purfins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (
lb/size) 12
1094/0-3-8 (min. 0-1-8) 20
1094/0-7-4 (min. 0-1-8) Max
Grav 12
1094(LC 1) 20 =
1094(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-3490/0, 3-4=-3490/0, 4-
5=-4571/0, 5-6=-4571 /0, 6-
7=-4571/0, 7-8=-4061 A 8-
9=-4061/0, 9-1 0=- 1197/0, 10-
11=-1110/0, 11-12=-119710 BOT
CHORD 19-
20=0/2054, 18-19=0/4295, 17-
18=0/4061, 16-17=0/4061, 15-
16=0/2840, 14-15=012840 WEBS
12-
14=0/1 590, 2-20=-2270/0, 11 -
1 4=-25410, 2-19=0/1 588, 9-
14=- 181610, 9-16=0/1 467, 4-
19=-890/0, 8-16=-501/0, 4-18=0/400, 6-
18=A 20/0, 7-18=-135/896, 7-17=-
327/0 NOTES- 1)
Unbalanced
floor live loads have been considered for
this design, 2) All
plates are MT20 plates unless otherwise indicated. 3)
Recommend
2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d 20-1-
0 8,Edge], [
12:0-11-2,Edgell 116:0-1 -8,Edqej,_L1 9:0-3-8,Edgo], 121 CSI. DEFL.
in (loc) I/defl Ud TC 0.
86 Vert(LL) 0.46 17-18 517 360 BC 0.
99 Vert(CT) 0.63 17-18 381 240 WB 0.
76 Horz(CT) 0.03 12 n/a n/a Matrix-S
I 5) CAUTION,
Do not erect truss backwards. LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 1011b
FT=10%F,O%E 1 131"
X X') nails Strnnnhankc in he atfachiwi in N WV0
1, T! OjiN . 1k, 1% .1, .4. Ik? twj Onw '04W Anlhoiiy T, Fombo 111, P f z 80083
P't.,
RA ftas I,, lq-OW .4 *11 elk,l )"r 4x- W 1.1, wo. w.a, 4451 St. Lucie Blvd, I'mit
Pierce, FIL 34946 Ca WhonylAumbo
III, P1 PY
0- 1)-8 0 11-8
3x6 FP - 3x3 : -
1 2 3 4 5 r, 7 A Q 1 n 11 11) 1
Plate Offsets
l-(,
X,
IYI)--__11,:Eldqe,Q-_O-I,.?I, [35:0-1-8,0-0-1
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Iner YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP N0,2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0
oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 20-1-8-
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 34, 18, 33, 32, 31, 30, 29,
28, 27, 25, 24, 23, 22, 21, 20, 19
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less
except when shown,
NOTES-
1) All plates are 1,5x4 MT20 unless otherwise
indicated.
2) Gable requires continuous bottom chord bearing,
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-1 Od
0.131"X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
CS1, DEFL. in (loc) I/defl L/d
0 Vert(LL) n1a n/a 999
BC 0 0`1 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 18 n/a n/a
Matrix-S
6
20 19 18
PLATES GRIP
MT20 244/190
Weight: 89 lb FT = 10%F, O%E
IA thoriy T, Tombo 11", W0. -k*14z1'-W'A4-0W-' W--*. *q.. Pa . "I
R. E.
Wq.
4451 Se, LuLie Blvd, t —Fol Pi,,ice, R 341W,
l4m hrhoyl To.b011 P1, z
2,831 Q
10
7-8-9
1'
Defl, = 3/16 in
3x4
Plate Offiieit 2:9-2-1 1,Edge]_
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.17 4-7 555 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 436 4-7 253 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.23 4-7 407 240 Weight: 26 lb FT = 10%
I,-,- — -1 1 111
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTeli—recommends that -Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation _9fuiiqe, J
REACTIONS. (lb/size)
3 212/Mechanical
2 417/0-10-15 (min. 0-1-8)
4 = 114/Mechanical
Max Horz
2 111(LC 4)
Max Uplift
3 126(LC 8)
2 211 (LC 4)
4 9(LC 8)
Max Grav
3 212(LC 1)
2 417(LC 1)
4 = 143(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10, Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5-Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.0psf 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
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 20 lb down and 20 lb up at 2-1-0, 20 lb
down and 20 lb up at 2-1-0, and 47 lb down and
54 lb up at 4-10-15, and 47 lb down and 54 lb up
at 4-10-15 on top chord, and 7 lb down and 6 lb
up at 2-1-0, 7 lb down and 6 lb up at 2-1 -0, and
18 lb down and 17 lb up at 4-10-15, and 18 lb
down and 17 lb up at 4-10-15 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or bark
B) .
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-8(F=-4, B=-4) 10=-5(F=-2, B=-2)
11 =-32(F=- 16, B=- 16)
W-4
V, 0 lu "141101 * ft k1r, 0 heNil .1k 1% o* k I- I "* hsjl ."WW".j aw. '0014r Anlh,)ny T. Tombc)ill, R.F, 77f'
a'4'4n0 ;7 80083 4451
St, Lute Blvd, Fort
PPqp- FL 34946 Zt (opytqhl 0 2016 A I toot Imsts-Anthony l.lomholll,pl tepodwlioo of this 40(umeni"o Q.y 10m, is poh'Med niihcvl the r<uhen pewmm liom A I Roof lrmei Whonyl,lomboill, L
7V 9-10-1
5-0 4--i i -6 4-11-0
4x4 11 1.5x4 11 3x4 --,6
4-11-0 9-10-1
4-11-0 4-11-0
LOADING(ps) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.55 Vert(LL) 0.04 7-8 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0.55 Vert(CT) 010 7-8 999 240
BCLL 0.0 j Rep Stress Incr NO WB 0,38 Horz(CT) 0.01 5 n/a n/a
BCOL 10.0 f Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.02 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No-2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc puffins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS, (lb/size)
5 = 155/Mechanical
2 = 46810-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Herz
2 = 169(LC 4)
Max Uplift
5 78(LC 4)
2 232(LC 4)
6 68(LC 8)
Max Grav
5 = 155(LC 1)
2 = 468(LC 1)
6 323(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-269/66, 3-13=-755/158,
4-13=-699/165
BOT CHORD
2-15=-257/697,15-16=-257/697,
8-16=-257/697, 8-17=-257/697,
7-17=-257/697
WEBS
4-8=0/255, 4-7=-749/276
NOTES-
1) Wind: ASCE 7-10, Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat, 11; Exp C; Encf, GCpi=O, 18: MWFRS
envelope); cantilever left and right exposed; end
vertical left exposed, Lumber DOL=1.60 plate grip
DOL=1.60
2) 1 hi,; to v;,R hAg hp.t-,n designed fnr A 10 0 nf
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 78
lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb
uplift at joint 6.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb
down and 95 lb up at 1-4-9, 40 lb down and 54 lb
up at 4-2-8, 40 lb down and 54 lb up at 4-2-8,
and 60 lb down and 56 lb up at 7-0-7, and 60 lb
down and 56 lb up at 7-0-7 on top chord, and 10
lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb
up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at
4-2-8, and 33 lb down at 7-0-7, and 33 lb down at
7-0-7 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)-
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, 8=-2) 17=-54(F=-27, B=-27)
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 10%
41 too wt
t' fmao' .0 . 0, 100 Wnw, iwn Z"w '"WW' An hcyrty T. Tombo 11, P.E. 104, ' 14 0 1— lk 0.", , 'A""O "A W W" k'W'. mu't 14 W V V * 'k t.9 .1 rK I I, qua'0 1. '00 .4 . twt 0 .1.04 k444' ww W k..t'w " f. "stm Wf 0 10083EW" Ai — 'r..14 now.Fa " .1 t.00-0 q4 404 W"M 4" W"'. in W qtk :0-0* t—v ?1., .4 1— vwvz
4451 St. Lone Blvd,
Repoomon of this document, Q'Y lorm,,sp*Wed rithwthe mitten ptwwoo hom A I Roof lmw Fart Pierce, FL 34946Z
1-0-0
Platee-Offs-e-ts (X,
2x4 -
5-6-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0,04 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.09 4-7 729 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n1a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.08 4-7 813 240 Weight: 19 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 5-6-0
oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
M I f4 recommends- that Stabilizers -- and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation gpicle-,—
REACTIONS. (lb/size)
3 140/Mechanical
2 283/0-8-0 (min, 0-1-8)
4 72/Mechanical
Max Herz
2 = 111(LC 8)
Max Uplift
3 = 91(LC 12)
2 130(LC 8)
Max Grav
3 140(LC 1)
2 283(LC 1)
4 = 99(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp, C, Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL= 1 .60 plate grip DOL= 1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
Anth,,)ny T. TombQ !F, P.E.
tkot.W4,4k"t. t.:W.0 ONW, wn!4wo.04"", z 80083 1k
IMWN pm., .4 ?"-Om Woq(."w * 11-0. "KVW , wh4f 1 " WA .' :O—V* I-V ?'#.I R11 Bohai11 N1111 9 UN, 1— j"', 4451 St, Wde Ewa. Fo,t
P;e,ce, FL 34946 Opynghtt)2016A [
koothmsts Anthoyl,1040111J.1. Repoduflio, of 06 imm m, mcoy (orm, k P(*b'1td ilhcvt tht rmeo pewsvop fim A 1109fit"'es 41
J-u
7-0-0
3X6 11 5
7-0-0
7-0-0
PlateOffsets Dead
Load Defl. = 118 in LOADING (
psf) SPACING- 2 1 - DEFL. 1in loc) 1/deft Ud PLATES GRIP TCLL
20,0 Plate Grip 0 OL 1.50 TCCS 0. 9 8 Vert(LL) 0,10 5-8 818 360 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 i BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL
0.0 Rep Stress Incr YES I WB 0.00 Horz(CT) 0,05 4 n/a n/a BCD
L 10.0 Co doFB C2 0 1 7fTP 12014 11 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 SLIDER
Left
2x4 SP No.3 1-6-0 BRACING-
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 6-6-12 oc bracing REACTIONS, (
lb/size) 4
183/Mechanical 2
342/0-3-8 (min. 0-1-8) 5 =
90/Mechanical Max
Horz 2
156(LC 12) Max
Uplift 4 =
133(LC 12) 2 =
92(LC 12) Max
Grav 4
183(LC 1) 2
342(LC 1) 5
128(LC 3) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (1b) or less except
when shown, TOP
CHORD 2-
3=-517/26 NOTES-
1)
Wind: ASCE 7-10; Vutt= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft, Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1,60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads, 3) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of tnmq
to hopinnn nlitp, nanahla, of with,*qndino 133 lh LOAD
CASE(S) Standard
00"
s "'d Too, T Anthony
T. Tombs HT, P.E. IP
4451
St. Lucie Blvd, Whopyl,
Tombo 111, P.E. kepfte#oiadlk's "Pfoh'hod sthwilit FtwWohom A-1 tool I'"S" A41W0,10401101, Fort Pierce, FL
34946
1-0-0
5-11-4
1.5x4 11
1.5x4 11
4
4-4-0
4-4-0 4-0
5-11-4___j
1-3-4
LOADING (pso SPACING- 2-0-0 Csl. DEFL. in loc) Well L/d PLATES GRIP
TCt-L 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 6-9 859 240 MT20 244/190
TCDL 10'0 Lumber DOL 1.25 BC 034 Vert(CT) 0.02 6-9 999 240
BCLL 0,0 Rep Stress Incr YES WS 0.10 Horz(CT) 0.00 2 n/a n/a
BCDL 10'0 Code FBC2017ITP12014 Matrix -MP 1 Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-11-4
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTekre-c-o--m--m---e--n-dsth-at-St-ab-i-liz--ema-nd I
required cross bracing be installed during truss
erection, in accordance with Stabilizer
installation guide,
REACTIONS. (lb/size)
2 = 221/0-8-0 (min. 0-1-8)
6 303/0-8-0 (min. 0-1-8)
Max Herz
2 117(LC 8)
Max Uplift
2 174(LC 8)
6 195(LC 8)
Max Grav
2 221(LC 1)
6 = 303(LC 1)
FORCES, (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
3-6=-215/344
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft;
Cat, 11 Exp C; Encl., GCpi=0,18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1 .60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.0psf 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) Provide mechanical connection (by others) of
41 HINaNfate
Wilt hIp 1—ov, 14 ,A,*, tk io, i t i te—%w to
S-0, "k, .0 . .1 lwwk'w . aIw' 0 1" mf-mdl V r- dl,!P a N tl I'd *V**' A- ;" I AnIhony T. Fornbo 111, PT,
Mkasnrmld
W1.4gNIJ.kganixa1"k.80083 khOp""
movw'tr—'V. 0.1*wN T`i-CKA —0-0* p.. p4., m04451 SC
Lucie Blvd, Fort P*
rcp, FL 34946 o"vilitt
0 7010 A I Roof Imm Whoty 1. Tomb 110J, hp.6rim.0 of skis iotumenl, m oay loam, n probilified .4kotht -fteo peun4siopfiom A-1 hofluum Whory 1.1.401101,
WRCSUA I M6E
1-0-0
2
Monopitch Supported Gable
2x4
I
5-11-4
6--1114
JJob Rqforencce_(optiqna A
0 003911 1)_ _ _ _ _ _ _ -
td
s Nov 12 2017 MiTek Industries, Inc. Thu Apr 26 17:20:26 2018 Page 1 zzzOpep-
puNJgDl—1 3n92JH 1 lt5ynkXPpnTKtqsySo?dBEzMo9Z 1.
5x4 11 4
6
5 1,
5x4 11 1.5x4 11 LOADING (
psf) SPACING- 2-0-0 CS1, DEFL, in (loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 90 TCDL
10.0 Lumber DOL 1,25 BC OA2 Vert(CT) 0.00 1 n/r 80 BCLL
0.0 Rep Stress Iner YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix-P LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-11-4 oc
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTekirecommends
that -Stabilizers --and - required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 5
17/5-11-4 (min. 0-1-8) 2
198/5-11-4 (min. 0-1-8) 6
308/5-11-4 (min. 0-1-8) Max
Horz 2
116(LC 8) Max
Uplift 5 -
11(LC 8) 2 -
95(LC 8) 6 -
128(LC 12) Max
Grav 5
17(LC 1) 2
198(LC 1) 6
308(LC 1) FORCES. (
1b) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except
when shown. WEBS
3-
6=-2501397 NOTES.
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; EncJ., GCpi=0,18; MWFRS envelope)
and C-C Exterior(2) zone; cantilever left and
right exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 2)
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the
face), see Standard Indus" Gable End Details as
applicable, or consult qualified building designer 5)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other
live loads. 6) *
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 11 1b
uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift
at joint 6. 8)
Beveled plate or shim required to provide full bearing
surface with truss chord at joint(s) 2. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
24 lb FT = 10% t—
WA JWi RUM 011h 1AC L MV1011i AWN[" R'A03*2 Wit ' N 13 .1,' 0011
lwik—df N"Xl.h lotapMatpa A,
Ithony 1. Tt)mt)o Ili. P.F. mw
44""
V W 'h Tkawt, Fa wtllo' elk, ;,„Joe' Z 80083 14*,,
uk,li,4—,r,k,;.,I."O",P,, 4451 StLucie Blvd. ARA.yl,
W411111 Fol' Plt(I(fl, FA 3494(,
WRCSUA MG7 Jack -Closed Girder 1 i
Job Reference
FL 34946, design@attruss.com Run 8.120 s Nov 12 2017 Pnrn 8.126 s Nov 12 2017 Mi
1 D:?sOQvi l zBG ko2h FpRYi bzzzOpep-pu NJg t
3-5 13 7-0-0
3-5-13 _. 3 6 3 1
1.5x4 II
3
3x6 II 4x6 _-
6x6
3-5-13 7-0-0
3i5-t3
Plate Offsets (X,Y)- 1:0-0-0,0-2-13j,_j5 4 4-8,0 1 8]__-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 i BC 0.97 Vert(CT) 0 06 4-5 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 I Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-8
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-9-0 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 = 1502/0-3-8 (min. 0-1-12)
4 - 1542/Mechanical
Max Herz
1 - 138(LC 8)
Max Uplift
1 = 439(LC 8)
4 - 520(LC 8)
Max Grav
1 = 1502(LC 1)
4 = 1542(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-2117/602
BOT CHORD
1-9=-653/1919, 5-9=-653/1919,
5-10=-653/1919, 4-10=-653/1919
WEBS
2-5=-433/1579, 2-4=-2157/734
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.0psf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed; end
vertical left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf
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 439
lb uplift at joint 1 and 520 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 832 lb down and 265 lb up at 1-5-12, and
832 lb down and 265 lb up at 3-5-12, and 832 lb
down and 265 lb up at 5-5-12 on bottom chord.
The design/selection of such connection device(s)
is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B)•
LOAD CASE(S)
Standard
1) Dead * Roof Live (balanced): Lumber
Increase=1,25, Plate Increase= 1 .25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-832(F) 9=-832(F) 10=-832(F)
Yw<my .ritase NSP+}k(ifiNa t ; i Ii 7s SItl44E4 "Si ,.I'.1 MitA i2af5 F 4JQ. XS i`iiiX,"tU'{i', AiK%UtiEDtktlil'!KR iu9e QLS npMA[Ma:.'tM ttM Mkf M 0t5 7fn4 6eSig A'Y.rlq r4ad 1k ! IMif IN, F3. I+NSttSL ikft kgkY a51. Y at<i t lfR4c AfFN 0.5'At i'.9p rt1]
W'rr,rwaeGu rhks steal t<.aNMEte'kwwxdb 4asr ltx;.r ren .iry h(a}xn e seder(«6 errums er:rmerudrec er: eepuesaq,n.0s:+Flx. M; ht 6esytd Yx satlr. ip;Te ertIlO mi..zSlid t#e kssp raysTas w7rq ;.a64u,.:. main
M esx;i,asiln ar Fvfi»tals eum,NamdM{.ra+ruB«ue)uM1w al gexu Axmay y¢W'atseaatrkua tK.neR, fle skd MltNal.pt cd.R i. tk »tiro a'RrtWwwr rem adroz i,ess msrdw}zr.Hn4. ps e axm;eew wd kttn}tauxa«Fe+w+sadnM
Anthony F. T4nib0 (L, P.E:..
u"M a M Imam 1% t tsw' 'V*1»" a nsda, ttr a es r t sr t,d ro pa t inia. r,e»a s eax»ta ltstN;.U„ =
Rn693
t*•=tW-att(-`0
p&pmr »t .xsi xasax^ a. xr<n, St. [.ude
Mea+,wgtrk[elesunhK.iai,iyr&;gxfrgm!ssn6PihtMffuk@er.per a enx4nitete eendmtni(ud. t:! gkWsdkesatnf4hutret}{i. PWO}i Gter(e. FL i4944946
apytghlC 2016A iRaal Laxus AraAeny i. Icm6o Ito -PA' top, adanm of th" doomool toonelem apiokibltad aIRoN Ike Kttnan pamtssioe team A hank Lasses Whapyl100 ill,P_L
LOADING (psf) I SPACING- 2-0-0
TCLL 20.O Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1,25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP N0,2
BOT CHORD 2x4 SP N0,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
maek recommends- -- - that Stabilizers
I
andd
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 90/2-11-6 (min. 0-1-8)
2 67/2-11-6 (min. 0-1-8)
3 22/2-11-6 (min. 0-1-8)
Max Herz
1 46(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 53(LC 12)
Max Grav
1 = 90(LC 1)
2 = 67(LC 1)
3 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. IL Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed:C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads,
4) * This truss has been designed for a live load of
20.Opsf on the 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
2x4 -r-
CS1. DEFL. in (loc) Well L/d PLATES GRIP
TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190
BC 0.05 Vert(CT) n/a n/a 999
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix-P Weight: 8 lb FT = 10%
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 22
lb uplift at joint 1 and 53 lb uplift at joint 2,
LOAD CASE(S)
Standard
Anthony T. T003ombo HT, P1,
8
4451 St, [,xto OWd
oilFPwi,c.,, [ 141)46 C.
Pyr,gia t 20 1 &A I Rellf N.... Whoy I Imbeill'U, ,i ploh,bli'd dhelit the .,ffiep pee hem A I 1000-w WhoVIA000111 PI Zt
VMS Valley , 1WRCSIA ---- ------
Fart
Job Reference optional)
A0003914
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, -Inc Thu Apr 26 17 20.28 2018 Page
ID:?sOQvIlzBGko2hFpRYibzzzOpep-IGV34u3FZhltHdRQPH7Qs9dipb6YLIBFv6UkF6zMo!
5-0-0
5--0-0--
2x4 - 1.5x4 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n1a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 n/a n1a
BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No-3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTekrecommends 't-h'a-tStabili-ze-rs-and -- - required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide,_ REACTIONS. (
lb/size) 1 =
164/4-11-6 (min, 0-1-8) 3
16414-11-6 (min. 0-1-8) Max
Horz 1
83(LC 12) Max
Uplift 1
41 (LC 12) 3
75(LC 12) Max
Grav 1 =
164(LC 1) 3
164(LC 1) FORCES. (
Iti) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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)
Gable requires continuous bottom chord bearing. 3)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads. 4) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 41 lb 41
we"
K"10-10-- 00 KV 09k I'M Z !D$'.ta' 1 lt w. f;tei., mi
etj
Anthony
1, Tombo 111, P,E, W.
0.0 1. M k"a 0k'W"W' 0 4, q'0 " 1. 1." Dt'r' . lkt iw'e 0 * K r. & It t, wil .4 let i N.W'W 0 * IN W 1'." 'Wep "Wwoe'd ... ;)0 14k!"Wad' 0 80 83 At
TDO WIN V'N. .0 "-, it, we" f v w. . ..... 44'Aw— 44 51 St, Lc i te Blvd Fo`
t 34946 91t,
91ilt: 2016k ; RWII"'ei 'n.fty tom,-, pohiW'4 ..Iked the —140 pemBsinn l'Q.A I ko',Ihe PJ'
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD. 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
1r
9
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
Xepe} hxu"agxs <,xe +a'k i..P 1:fiSR "<FtI'Y xlflt. ;ttNr%Lam1K+ i e?#e:`F:"SY eKet.,tP vf+"hex R?, ae:m dF`cw relzezleR e*'>•s-h•st ffrssp 4+n+q Tffi°ee(4a Fabae "aR»tf Mk ace kM SAe x na x<.. tawnY aiaNao- E sl, xit.
x w+e:za rr t.rokwmtx m Beau. s-,t<, .:« *.00.g- 0-W..Ino k,vol,—1 ""M.+MO, WXis.:moR, ArtYhsanr ;. Tartba i;l, p.k, ul
eiasws?r+n ra x+p+aeyuaa ra sad,ald+?.m+wi.a seatiu NtgniKroa kAkaf ib.+a<st Re iw?#.AAt , ar 7=. pd me rn eF PxAMf.Krt atX 'k alpw•PRAut Ma sc.Wrt ulACl Nt. Yi'+klf lak'a,s pe. m ax a: ;w Ib arrUel046 pre
t M,ae•a swt raa:n fir N ao-r .xA pxk*krc¢a+'k P"Me4 (s{seew uM, aMir»un Yr>Ee xrae 'a m€`A<f a«rstrannR z {€u at a :fl fiCa ae.awnaAx'9e er9 Roe Ir t>@ h#xe S«,?erp! atn w6 m,exrclxsaev his 4451 St wde, BW, axe
x«r 1 N s,ra-c-+,4a re.dxq et m rm rca h fuse A Hu q ,u n Rf oriay tm-,sf m. as inx xmr wpxitt o- ro he4"*i Fi+ .N one^ a+m fd+a t.1 Fort Pferce, r_ 34446 Capf'
iIM C 716 A 141!? '"s Aaltosy i. Tomto III pt. 4p;ad3,ue at lkssiwui o lc em tctited w Avo tk# vi"el perm sm, hsm A-1100 imm, Aoho} L fmb4IIf. pt
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAQONAL BRACING TO THE BOTTOM CHORD
V-3'MAX.
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCH
TO DESIGN THE CEILING DIAPHRAGM AND IT
ATTACHMENT TO THE TRUSSES TO RESIST I
OUT OF PLANE LOADS THAT MAY RESULT FI
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
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
S) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL QABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X- SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUST
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
URAL
TRUSS
3TU0
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04CONNECTIONDETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS, REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24"O,C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
L
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OZ.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2- X 8-
TEE-LOCK MULTI -USE CONNECTION PLATES SPACED 48- O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2"X 8"TEE-LOCK MULTI -USE
CONNECTION PLATE, (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS,
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
O^"'Vot'v rvw'.O;wlk4'wwr 1-4,
Aolt iDoy T lwra)o '11, P E,
09$3
4 45 1 st Wr'eelvd
oprit'l V 76 It A I km TM Al*wy f ramu fil F'l Ooitf'OR 0, 0,e, twmis my tQtm s,ttaAl6xeE mClari ire>octo of,mm,OO hum 4 1 kof lq'jfs Who I I"AO of P f Fost ;?
mce' Fi 34(.4(,
JULY 17,2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
II .. — 1 1.1- .. —
FOF
SECURE
W/ c
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3"X 0.131'= 10d
2, WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS,
6. NAILING DONE PER NDS - 01.
7, VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
An 'hcoy T Toir-bo i 11, PC,
tt WtNN "'t 1A, I N k "—"i oft* wr. . IN, Vwq 4.w . ml uard a,re Na V. .1 R. 1 v WAM 41 IM RI I taw. v ' IV, .1 t*-O% I,- *I!, ."Alo *4 1!, 11 44
51, zt I'mce qv F
rt P eice, Fl, 34946 41hotyl,
isoo III, tl P'f
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
SECURI
W/ (
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3"X 0.131"= 10d
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
3, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A".
4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01.
7, VALLEY STUD SPACING NOT TO EXCEED 48* O.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP MAX SPACING = 24* O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
INTO EACH BASE TRUSS,
t4sl 4t Blvd,
V W6k 164 4-1 ka*Jl ToPWR N, 14.6m
Fott FL 34946,
rm-
JULY 17, 2017 I
I I w,a.v V L_l_ I ..JL_ i v I
HIGH WIND VELOCITY)
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24" Q.C. (BASE AND VA
JUVVUKI INU 1KUJJtJ UIKtL:I LY UNUtK VALLEY 1KUJJCJ MUJI CSC
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
Hr
CLIP MAY BE APPLIED
TO THIS FACE UP
BOTTOM CHORD I
NOWBEVELED MAXIMUM 6 12 P TGOH
A
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
poo
kYF& e STlf +4tpi1j E4r[r t 6ihYY F'{S t.l„`4(6Cia(}kt Q X'1(l(.':M..1 4 iiFltnb IA('Rt8 yt Fi offiRbs W{a¢Oi't 59 ClA I Viiii€D v NMP,({DQi 4P At i.MRt f 9 2F i1}{FNM:t2b4N 6 M' h 1.4Y gSYS H €IQ.. M
AI,,hony 1, lombo !'I, ?11,
uc rzafssGtilec+,cce ;sfl'wollmAIt, nrz-r'mgw.0e14k"kraw80063 fa WkenEHv:
ce atafanr td 4a. tF e mkF iG.`kGMpAmt.g+; tl;N&bef L tazs iM++wvaal u uY rhlfH .fi9#SG:.ie f'eiHtY.Mtt`i*'1 ^^t %!N'€e:lik itS/etii P^."a: tee k+Nto Wkle.3S AYrynr '3a Cfu§f ElgptNm4€e}S MdR4fk'gR3 +e°fs4 4453 st-Lucre 91Yd. Ale'!ec
MxArt Qaher°rot der"sy1'S elvsss nv.eE %s'sass}rtEgnm Kkv'i aefre#f s ptr,tnt aea?t,,exc.dw t ({a¢ ktra{bifr ai At as OfixFf w;f,: Ecrt=eree, FL 33446 Al 91
9tliKk kk—f 1.".u,. &",4,,,,,7 {","4..10 Ri ,cltl.:rin.,,+stMAu"IP.vl i...«se. A.e6.e..T tn.An lff PF
FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6. O.C.
V ERT
STUD
SECTION B-8
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) 10d NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF
B
3X4 = PLYWOOD SHEATHING TO SHEATHING
2X4 STD SPF BLOCK
icDIAGONAL BRACING *'k L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
1.
2.
MINIMUM OF #2 MATERIAL IN THE TOP
CONNECTION
GRADEBETWEENBOTTOM
E lOd CHORD
OF GABLE ND TRUSS AND WALL TO 12' MAX. AILS BE
PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.
BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT
OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF 4,
SYSTEM.
L'
BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER
WITH ONE ROW OF 10d NAILS SPACED 6' D.C. 1 3/ TRUSSES a 24' O.C. 5.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-
0'D.C. 6.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH
16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE
MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS
WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) L 16d NAILS, AND ATTACHED 7.
GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES, DIAL. BRACE 10d NAILS, S.
00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES.
IF NEEDED 10.
10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS 777 HORIZONTAL BRACE RESPECTIVELY. SEE
SECTION A -A) 11. SOUTHERN
PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/
ALSC. MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD SPACING
WITHOUT
BRACE
2X4
L -
BRACE
DIAGONAL BRACE
I
2) DIAGONAL BRACES AT
1/3
POINTS MAXIMUM STUD
LENGTH 2X4 SP #
31 STUD 12" O.C. 3-8-10 5-6-11 6.6-11 11-1-13 2X4 SP #
31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9.10.15 2X4 SP #
3 / STUD 24" O.C. 2-8-6 3.11-3 54-12 8-1.2 2X4SP#2
17O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #
2 16" O.C. 3.6-11 4-9-12 6-6-11 10.8-0 2X4 SP #
2 24" O.C. 1 3-1-4 1 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' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES.
FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d
NAILS 6. O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF
DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. END WALL
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.
FEBRUARY 17, 2017
T-BRACE / I -BRACE DETAIL I STQTL09
WITH 2X BRACE ONLY
iwww
wwiw
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 9OZ 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
20 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)
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 20 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
i sm m
NAILS
WEB
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772-409-1010
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (OD NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - IDd SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH
0TO ERTI1 AAL
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS,
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - IOd NAILS (0.131'
X 3') IN EACH CHORD
USE METAL FRAMING -J L ATTACH TO VERTICAL '-ATTACH TO VERTICAL L
ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3')
TRUSS 2X6 4' - 0' WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' DIAJ
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
C'
J
v
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST_ LUCIE BLVD,
FORT PIERCE, FL 34946
772.409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS
SHOWN),
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o0 135 93.5 85.6 74.2 72.6 63.4
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
ca
o 131 75.9 69.5 60.3 59.0 51.1
148 81.4 74.5 64.6 63.2 52.5in
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF LIS:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60"
45.00'
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
t NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45M'
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS,
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 113 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.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LBfNAIL)
DIA. SP OF HF SPF SPF-S
Lo
131 59 46 32 30 20Q
135 60 48 33 30 20
LQ
m 162 72 58 39 37 25
3w 0 128 54 42 28 27 19
F_
z
z
Q 131 55 43 29 28 19
LU
148 62 48 34 31 21
I cV
Q n
Z
120 51 39 27 26 17
C.?
Z 128 49 38 26 25 17
Q
131 51 39 27 26 17
z
Q
148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE -NAIL,
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0,162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LBfNAIL) X L33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR Sl
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13
If I I
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.0 x 1+
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph.ASCI7-10, 29'-0" Mean Height, Exp. B, C or D
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS STDTL 14
A-1 ROOF TRUSSES
4451 ST ' LUCIE BLVC),
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2491 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES [.
mm
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
o'xw'c' 1vv4 1 k. 0. 1—
k"fof—, - I IM - — I . 4"r
4"-f, A-Aho,y I It, P.E.
t-1 i"'— I,- k.4 "W— L' 4 I St Woe 0!"1
704 kw I,.... Wh., I 1-u Ill F t 1'v'd ".0 Chit6--t .4.wh' l-"' Oft., I N.k. W it fo, Ow,te" ft 34'44('
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15FEBRUARY17, 2417 DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 1
3681 2074
1
3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' Q.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16 -
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' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.14B' DIA. X 3') SPACED 6' D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT 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,
IMPULRTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TQ INDIVIDUAL TRUSS DESIGN
FOR PLATE 'ES AND LUMBER GRADES
U
I
W V
4f ---
M 1, 0"
HATCH LEGEND
8'- 0" A.FF
XI X; 8'- 8" A.F.F.
00
z Ne
1101,
NOTE ALL TRUSS TO WALL ANWOR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS 1-0. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS,
FOR BRACING & ERECTION DETAILS REFER
TO SCSI-03 AND,'OR ENGINEER OF RECORD
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
1US24 THD46
JUS26 i i MSH422
THD26 tCK> MUS26
THD28
THD26-2
THD28-2
JUS46
LOADING ROOF FLOORS WIND LOAD
LOAD 20 40 ASCE 7-10
LOADDEADLOAD 10 10 150 MPH Exp C
LIVE LOAD 10* 1 0 CATEGORY
DEAD LOAD 10 1 5 ENCLOSED
TOTAL LOAD 40 1-- 55 S FBC -2017
14F1251,00 TPI - 20DURATIONFACTOR
REV DATEDATE I BY REMARKS
01 IT CODE UPDATE
conditions ir?a t en rewe,ed APPROVED
a are acceptable to, the
fat ncat*n at V.,"ses, APPROVED AS ED
overha,gs, R,,,SE AND RESUBMIT
etevatons/oilcbes, Dearing
dlbons & all detail pertaining
o 9-n truss Placement plan No
back charges will be accepted
without previous Pntien
OAT
appmo,al from an A-1 Roof
PLAN DATEI ARCH: I STRUCT: -I,--/
CUSTOMER RYAN HOMES
JOB NAME SUMMERLAND'Al aqac Ti
OP710,NtS} s -
DRAWN I SCALE
DATE 03/02/2017 E-C XTS
A-1 ROOF
TRUSSES
18'-1 7/8" ATT H;P LINE 1 134A FLORIDA CORPORATION Ph
772-409-1010,1 Fax 772-405-1015 SF,
P 1;J,
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit # 4 pt —
ZC(,?>_3 Address: BUILDING
PERMIT Min
Max Inspection Description 10
Form board / Foundation Survey 10
Slab / Mono Slab Pre our 20
Lintel / Tie Beam / Fill / Down Cell 30
Sheathing — Walls 30
Sheathing — Roof 30
50 Final Window 40
Roof Dry In 50
Frame 60
Insulation Rough In 70
Drywall / Sheetrock 40
70 Lath Inspection 50
1000 Final Roof 50
1000 Final Stucco / Siding 80
1600 Insulation Final 1000
Final Single Family Residence ELECTRICAL,
PERMIT Min
Max Inspection Description 10
Electric Underground 10
Footer / Slab Steel Bond 20
30 Temporary Underground Power (TUG) 30
Electric Rough 1000
Electric Final EMT
Min
Max Inspection Description 10
Plumbing Underground 20
Plumbing Tubset 10
1000 Plumbing Sewer 1000
Plumbing Final REVISED:
June 2014
Type of Work:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
6ApplicationNo. I
Documented Construction Value: $
WAL4—Historic NDistrict: YesEl ff 7
ResidentiCommercial — 1CPrationE]
RepairEl DemoEl Change of Use 11 move El Phone: 407-323-
7515 Fax: 407-323-8954 Email: info a i-orlanda.com.. Property Owner Information
Name Phone: Street:
Resident of
property? : ------ City, State Zip:
Contractor Information Name
Advantage Plunitin ,
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
Name: Phone: Street:
Fax: City,
St, Zip:
E-mail: Bonding Company: Address:
Mortgage Lender:
Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work plumbing, signs, wells, pooh, 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: 51" Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
M= 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 Lion Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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 AFPTDAVIT: I certify that ail of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Sign.t„re of OwnerlAgect t)abe
w... .
Prim C)cvnerlAgrnt'e Name —
1-11_ _.__ ._._.. _ __
St aturcofN . ---"- 6a Wmy-StateofFlorida ___, Dsx
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
Sigaatum of ContrecWASQM a #
A. Thomas Smith
Print ContIIIItorlAi@mnt"s Name
StgnAm i notary-.4t to o artrGte s"th Ante
NOTARY Pt1OLIC
STATE OF FLORIDA
CwtvTO GG'138M
Expitna 8/21/2021
Contractor/Agent is X Personally Known to Me or
Produced II) Type of II;
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical[] Plumbing[] Gas[] Roof[]
Construction Type:
n Occupancy Use: Flood Zone:
Total Sq Ft of 81dg: _ _ Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Beads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMMTS:
Fire Alarm Permit: Yes NoEl
WASTE WATER
BUILDING:
Revised June 30, 2015 Permit Application
IM0
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value: S
Job Address: Historic District: YesEl NoK Parcel
ID: ResidentiaLo Commercial L Type
of Work- NewAddition 11 Alteration El Repair El Demo El Change of UscEl Move Description of
Work: Plan Review
Contact Person: 'Title: Phone:Fax:
Name Street
City,
Name
Street
City,
Name:
Street:
City,
St,
Zip: Bonding Company:
Address: I
4e-
I Of 14LI%J" Phone: Resident
of
property? : irmation phone:
Fax:
dip
State License
No.: O ArchitectlEngineer Inf6rmation
Phone: Fax:
E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
beaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date- 511 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 _"41ftat - I work will
be done in compliance with all applicable laws regulating construction and g. z JR09
Signature of Owner/Agent Date
nntoll-er/AgenVs Name
Signature,ofNotary-State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent
P ' t Contractor/Ahent's Name
OA A I li I A 4—
Signature of NoNry-State o(Florida Date
L
CHERYL 0 AKERS
MY COMMISSION # FFM962
EXPIRES June 05, 2020
Contractor/Agent is personally Known to'Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] ElectricalEl MechanicalE] Plumbingo GasE] 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: Yes E] No [] # of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING: —
FIRE: COMMENTS:
Fire
Alarm Permit: Yes E] No E] WASTE
WATER: BUILDING:
Revised:
June 30,2015 Permit Application
STATEWIDE
1-888-831-2665 D E L-Aa I R State Cert CAC032448
HEATING - AM I
SAWGRASS OPT POOL BATH
SHOWER 3.5/2.0 15.0 5 9,373.00
SAWGRASS OPT STUDY 3.5/2.0 15.0 4 9,332.00
SEAGATE VERSION 111 3.0 15.0 3-, 4,977.00
SEAGATE VERSION III OPT BATH 2 3.0 15,0 4 5,139.00
SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00
SEAGATE VERSION III OPT BONUS
BATH 3.5 4 6,592.00
SEAGATE VERSION III OPT BONUS
15.0
BDRM 3.5 15.0 4 6,702.00
SEASIDE 4.0 15.0 4 5,779.00
SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00
SEASIDE OPT POWDER 4.0 15,0 5 5,901.00
211111
SUMMERLAND OPT BATH 2 3.5 15.0 5 5,896.00
SUMMERLAND OPT BDRM 5 3.5 15.0 5 6,019.00
NOTE: PRICING BASED ON NEW CODE.
THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE.
Pricing valid for (6) months
JOB NAME: Standard Series - Revised Page 3 of 4
Equipment to be GOODMAN 15 SEER Heat Pump
Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof,
programmable thermostat (TH63201-11 OOODAG), and a 2nd year warranty.
plans with asterisk also have 2-zone damper systems.
Add Price for Breakered Heat Strips, Add $35.00 for each unit.
Option Price to Add 7" Range Vent, Add $150.00 each.
Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer.
For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475.00 for a Broan MD8TU.
For any interior kitchen hood that has a fan greater than 1000cfryf— Please add $ 875.00 for a Broan M08TU and
MD6S.
For any interior kitchen hood that has a fan -greater than 1500cfm — Special provisions must be made.
Add $235.00 for increased range vent size if any makeup air is necessary.
DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in.
Cust Initials
W V,
SI'\IT:(T-R(', I It #k \((132448
3 1 C01111SCO \A A N
SSmd*ord. I- L 32771
t4871 333-COM
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Pa e 3
Application Number 18-00002983 Date 11/07/18
Property Address . . . . 3828 CRAWLEY DOWN LP
Parcel Number 17,20.31.5VC-0000-0980
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name
Property Zoning . . . . . . . PUD
Permit I . . I MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1086289
Permit pin number 1086289
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MH01 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL
FIRE INSPECTIONS CITY OF SANFORD
407.562,2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541,2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002983 Date 11/07/18
Application pin number . . . 751847
Property Address 3828 CRAWLEY DOWN LP
Parcel Number 17.20.31.5VC-0000-0980
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 315696
Application desc
need noc
Owner Contractor
RYAN HOMES RYAN HOMES
CP TRACY 4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9831 (407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 19.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2939.00
Permit . . . I . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1086289
Permit pin number 1086289
Sub Contractor . DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 11/07/18 Valuation . . 5747
Expiration Date . . 5/06/19
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -MECHANIC 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 1173.00
02-CURB CUT/DRIVE - SIF 40.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
Q
CITY OF SANFORD
ILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ —A
Job Address.
Parcel ID: Historic District: yes El No
Residential;Commercialrk: Ne NTypeOfWo, vv.) AlterationEl RepairE] Demo Change of use D Move DescriptionofWork: Plan
Review Contact Person: Title:
Phone:
Fax:
Email: Property
Owner information Name
f" Street:
U Phone: Resident
of property? City, State Zi4pv: Name
Contractor
Information C
Phone., Jjoi Street:
Fax:
ni-4 7 -7 5 40 -90 d— City, State Zip: l," r) State
License No,: ELD-2)— ArChitect/
Engineer Information Name:
Phone:
Street:
Fax:
City,
St, Zip: Bonding
Company. - Address:
Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDERANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION, 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wel pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Is, 0 S' FBC
105-3 Shall be inscribed with the date of application and ttle code in effect as Of that date: Sit' Edition (2014) Florida Building Code Revised:
June 30,2015 Pe —
it Application
PO
NQ1LQ: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthe, public records of this county, and there may he additional permits required from 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 rinordertocalculateaplanreviewchargeandw
rev fee at the time Of Permit submittal. A copy of the executed contract is requiredillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that a work wIAIt
be done in compliance with all applicable laws regulating construction and zoning.
It t 11 ill
Signature Of OWMCT/Agent Date
i;-' 0-%,/Agc.,., N., --
K7- P.t.re -ft1'--1Y-Slal0-fFJ.1,da ----Date
Owner/Agent is __ Personally Known to Me or
Produced ID -- Type of ID
Pint CqntractorfAgent's Narric
Stgnatur of Notary -State of Florida Date
PAMELAS TERNUS
GarnmMion # GG 110622
C*(as August 7, 20
Contractor/Agent is Personally Known to Me or
Produced ID T- ype, of ID
Permits Required: Building D Electrical E] Mechanical Plumbingn
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Gas[] Roof]
Flood Zone:
of Stories
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] NoE] # of Heads __ Fire Alarm Permit: Yes [J NoE]
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Rcvlsod. June 10, 2015
Permit Application