HomeMy WebLinkAbout3762 Crawley Down Lp 17-3545- NEW SFHCOUNTY OF SEMINOLE / , 11- IMPACT FEE STATEMENT / J
STATEMENT NUMBER: 18100000 DATE: January 08, 2018
BUILDING APPLICATION #: 18-10000028
BUILDING PERMIT NUMBER: 18-10000028 r4` %, 111
UNIT ADDRESS: Crawley Down Lp 3762 17-20-31-5VC-0000-0870
TRAFFIC ZONE:022 JURISDICTION: V
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 Rd #H20 ORLANDO FL 32811
LAND USE: Kensington Reserve
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3762 CRAWLEY DOWN LOOP/ KENSINGTON
RESERVE LOT 87 SFR DETACHED
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit .00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHOOLS' CO -WIDE ORD
Single Family Housing 5,000.00 1.000 dwl unit 5,000.00
PARKS N/A
LAW ENFORCE N/A .
00
DRAINAGE N/A .
00
00
AMOUNT DUE 5,759.00
STATEMENT
RECEIVED BY: SIGNATURE:
n
PLEASE PRINT NAME) .,( -
DATE:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT
2-FINANCE 4-LAND MANAGEMENT
NOTE**
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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION 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THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***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 OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 6 1 Ts
Project Name: Kensington Reselrv e
Project Address:
Building Permit #: — 2j 5 '[ Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name of Owner/Tenant
0061—
Signatur of Ow enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02/10/15)
Robert Lattanzi - Ryan Homes
Print Name of G Contractor
e
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
El. Contractor License #
Progress Energy Florida Power and Light on / i /
1111111111111111111111 1110llll 1 l11 1
THIS INSTRUMENT PREPARED BY: +
tF:rlN NfIL';'r`r '3ENNIOLI iOUHTYName: NVR Inc. dba Ryan Homes
ii_E:Rf; OFe:I:F:CLEiI' COURTt; t_Ot1F'TF:OL.LE!? Address: 4307 Vineland Rd, Suite H-20 RK 90t,"I ' P%i 1 `:1 (!Pis) Orlando FL 32811 CLERK'S g 20180120.28
RECORDED l"11'1 '2F11 ODE;
INOTICE OFCOMMENCEMENTRECORDEDP)'hd,rLa' Permit
Number: 17-3545 Parcel
ID Number: 17-20-31-5VC-0000-0870 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 #
87 of Kensington Reserve 3762 Crawley Down Loop 2.
GENERAL DESCRIPTION OF IMPROVEMENT: Construction
of Single Family Home Residential 3.
OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name
and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest
in property: Fee
Simple Title Holder (if other than owner listed above) Name: NA 4.
CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address:
4307 Vineland Rd, Suite H-20 Orlando FL 32811 5.
SURETY (If applicable, a copy of the payment bond is attached): Name: NA 6.
LENDER: Address:
Phone
Number: Amount
of Bond: Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes. Name:
Dayna Whitson Phone Number: 407-692-9820 AddrPss:
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) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna
Whitson Assistant Secretary Signa
re of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) RdVtorized
Officer/Director/Partner/Manager) State
of Florida County of Orange The
foregoing instrument was acknowledged before me this e day of . 20 18 by
Dayna Whitson . Who is personally known to me C ( OR Name
of person making statement who
has produced identification 0 type of identification produced: TRACY
LEIC:H MCDONALD Y9.`' MY COMMISS!ON €r FF325012 rf.,;
EXPIRES October 06. 20'I9 EfiilF'r COY 0 th,PdT i Sarvice
con, 1 "rj ! C r R` Fi
ioallotary e
TIJ?:. i;,t,I,ITt„Qlj{tS signature
Mtn'!_._....._........._..—........
V
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $, 3 31S COO
Job Address: 3762 Crawley Down Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0870 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Vicky Otero Title: Production Admin
Phone: 407-692-9820 Fax: Email: votero@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 328
Name: AB Design
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
11/29/17 11/29/17
Signature ofOvMvg-e.Y Date Signature o Contractor/Agent Date
Vicky Otero Vicky Otero
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
ojYPue^ MEAGAN LYNNE FOWLER
a * MY COMMISSION # GG 063253
N oz EXPIRES: January 17,2021
9rFOF FI- Bonded Thru Budget Notary Services
li(ZJ111
Signature of Notary -State of Florida Date
Rv F e^ MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
r o` EXPIRES: January 17, 2021
9l"or F, Bonded Thru Budget Notary Services
Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [R Electrical [a Mechanical []' Plumbing x Gas Roof
Construction Type: Occupancy Use: (Z3 Flood Zone:
Total Sq Ft of Bldg: 3130 Min. Occupancy Load: 1 # of Stories: 2—
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No Z # of Heads
APPROVALS: ZONING: IaLl kUTILITIES:
COMMENTS:
ENGINEERING: %NA C. %T-t (-k-1 FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan.
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 4 1 Z- 1 9
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
z
Application No: /
J 9— 3
Documented Construction Value: $ 94,459,00
Job Address: 3762 Crawley Down Loop Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-0870 Residential X Commercial
Type of Work: New FX] Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Vicky Otero Title: Production Admin
Phone: 407-692-9820 Fax: Email: votero@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax407-692-9821 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: N/
A Address:
Phone:
407-774-6078 Fax:
E-
mail: brian@abdesigngroup.com Mortgage
Lender: Address:
N/
A WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. V
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 V
Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be .considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
11 /29/17 11 /29/17
Signature of OmWVgenY Date Signature o rContractor/Agent Date Vicky
Otero Print
Owner/Agent's Name 1 (
112.91V) Signature
of Notary -State of Florida Date o1
Y.PUp MEAGAN LYNNE FOWLER o*
MY
COMMISSION # GG 063253 oz
EXPIRES: January 17, 2021 STFoF
F10 Bonded Thru Budget Notary Services Vicky
Otero Print
Contractor/Agent's Name III2q(
1 Signature
of Notary -State of Florida Date o %
Y
PU,, MEAGAN LYNNE FOWLER t *
MY
COMMISSION # GG 063253 o
EXPIRES: January 17,2021 Fo''
Bonded Thru Budget Nolary Services Owner/
Agent is X Personally Known to Me or Contractor/Agent is _X Personally Known to Me or Produced
ID Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric- # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: IZ — WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Revised:
June 30, 2015 Permit Application
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Vicky Otero Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9820 Fax: 407.692.9821 Email- votero@nvrinc.com
Property Address: 3762 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0870
Phone Number: 407.692.9820 Email: votero@nvrinc.com
The reason for the flood plain determination is: -
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
t i1G' Ip_+y yl'„ii ywi y@HI11@ t:afi .IfF a+ 'r'IWill I,
i : + 8 r,e r
OFFIC[:A. E ONLY s
k ..
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: 0 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# 17-3545
Reviewed by: Michael Cash, CFM Date: December 11, 2017
I'`. - Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
L7-- Landscaping in Right -of -Way www.
sanfordfl.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688.5140 Fax:407.688.5141 This
permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City'
s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk
construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway,
walkway or landscape improvements within the city right-of-way. It does not approve an work within an other, M
Y
P p Y 9 Y• PP Y Y jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whor&below. size
and location of the existing right—of-way and use shall be provided or application could be delayed. Call betere you dig. 1.
Project Location/Address: 3762 Crawley Down Loop, Sanford, FL .32773 2.
Proposed Activity: 0 Driveway Walkway 3.
Schedule of Work: Start Date Completion Date 4.
Brief Description of Work: Construction of New Single Family Home Other:
This
application is submitted by: Property
Owner. Signature:
Print Name: Vicky Otero Address:
4307 Vinelan Rd #H-20 Orlando, FL 32811 Phone: (
407) 692-9850 Fax: Emergency
Repairs Email:
votero@nvrinc.com Date: Maintenance
Responsibilities/Indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. I
have read a t"4gstand the above statement and by signing this application I agree to its terms. Signature:
Date: 11 /29/2017 This
permit shall be posted on the site during construction. Please
call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -
pour Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Official
Use Only Fee:
Date: Date:
Date:
Date: %
Z t I ZO 17,, Date:
rvuvemoer
wi o ROW Use Driveway.pdf
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11 I29 11 Z
I hereby name and appoint: Vicky Otero
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located
Street Address)
Expiration Date for This Limited Power of Attorney
License Holder Name: Robert Lattanzi
State License Number: CBC1257565
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me this,'Z4 day of .0 ,
200 17 , by Robert Lattanzi who is personally known
to me or who has produced as
identification and who did (did not) take an oath.
Notary Seal)
o PRY PUBS. MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
N,
o`
EXPIRES: January 17.2021
1'17 c\.Ize Bonded Thru Budget Notary Services
Rev. 08.12)
Signature
PAEAGAN fvwI.2
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
SCPA Parcel View: 17-20-31-5VC-0000-0870 Page 1 of 2
Property Record Card
Parcel: 17-20-31-5VC-0000-0870
Owner: BRISSON WEST PROJECT I LLC
Property Address: 3762 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information I Value Summary
Parcel 17-20-31-5VC-0000-0870
Owner BRISSON WEST PROJECT I LLC
Property Address 3762 CRAWLEY DOWN LOOP SANFORD, FL 32773
Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
LOT 87
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings _
Depreciated Bldg Value —
0 0 —
Depreciated EXFT Value
Land Value (Market) 14,000 14,000
Land Value Ag
Just/Market Value " t4,000 14,000
Portability Adj
Save Our Homes Adj _ 0 —' 0
Amendment 1 Adj 0 0
P&G Adj — _ 0 0 —
Assessed Value 14,000 — 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund I $14,000 0 14,000
Schools
e
14,000 0 14,000
City Sanford 14,000
14,000
0
0
14,000
14,000
4
SJWM(Saint Johns Water Management)
County Bonds 14,000 0 14,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT i 1 I $14,000.00 1 $14,000
Building Information
Permit # Description Agency Amount CO Date Permit Date
No Permits
http: / / parceldetail.scpaft.org/ Parce[Detailinfo.aspx?PID=1720315VC00000870 11 /28/2017
SQ.FT. CALC.'S
IST FLR. LIVING IPW Sa FT.
2ND FLR LIVING IA86 SQ FT.
TOTAL LIVING 2,416 Sa FT.
ENTRY 35 SQ FT.
GARAGE 459 Sa FT.
LANAI I60 5Q FT.
TOTAL 3,130 5Q FT.
CalrgBrr AND CLxWq W D LOADS RWC V&D 87CO FE
FCR 0 TECCtD GLWM
CALL. SOUAFE ZONE 1<p Left •so
M HMWMAOEDTNONTION
1 112
k' -01 x 1-V
IT. 84' 5 24E0/-3016
ow-
2 24 30EO DR 36. 96' 4 30JW-3118
3 n 25-514 1. 63. 5 28AW-31AG
3A fI 25-514 18' 63. 4 28.45/-30.Yi
4 33 2) 25-54 16, 63, 5 2113/-3480
5 49 6080 5CD 14' 5 263V-3330
6 33 2) 25-514 16' 63' 5 2113/-3480
l m 5-514
38' 63' 4 25.451-30.95
WIND DESIGN CRITERIA
A 5A51C WIND SPEED MPH (3 SECOND GU5T)
VULT=150 / VASE) =116 MPH
B. If1TERJAL PRESSURE COEFFICENT- 18
C. RISK GATEGORY•TYFE II
D. E>0-06URE CATEGORY G
NOTE:
VALUES FOR COMPONENTS 4 CLADDW. PRE55URE ARE 5A5ED ON
TFE 1Au1t DESIGN WIND SPEED. FBCR 5TH ED. (2014) ALLOUS T'LEGE
F'fiESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR
NGFTMAI_ TESTED VALUE5 U5ED BY PRODUCT MAKFACTURER5.
NOTE: L PRIOR TO DRTUALL t15TA-LATION ON ALL FR"43 MI!ERB 2'-& FWtI TIE RUSH
FLOOR II U BE WRATED AND 1WA1ED W TORATE A TET2 M TEEMED APRA7
3 I/2'
I'-2' 2'-0-
Da- T, RMT:
w oc.
H
CABINET SECTION
30'-0'
14'-0' 16'-0'
5' 15'-2' S•
i°
6X6 P?.FO5i T08'-4'
AFF. W T-4' CLC I I BEAM i0 MATCH
2-TIP i i COLLM UDTI4 I IIANAII16 _-
4' CLG,
I I
0
e am II'-8'
I I
14, 4' 4, 0'
v zs-sH
II
II
II
I I 6080 -AW
II
II
II
I I
I
O
I
I
e
0
c DINETTEIRrt e
I
y-4' CIA
6O
I
e CABIET _
GREAT ROOM CROON
16 xtV 4'
MOIL.DMG
ig0
I' -2 IR'I
a
li•: 0 2'-10'
6'-0' 4'-2' 2'-10' 6'-51R' I 6'_6•
al
VViT n WAVE
e I TO EXTERIOR
3A I I 0
4
Y A
RAILMG CIw j
T
9 J KITCHEN i D
y-4 O
v
UP
eipr
r
0MR
4x4
Ft35i
L511L
9
4X4
POST I
I s CARNET
111NMfs
1
I
4-SH MLULD
MO
F)
C
R/i
5_4
2 0'
4'_6'
ro I0 10'
aeI 2'-6' 2'_4.
I I RTIC 0 e
vv I I <<m STUDY
12'-4W0'-6'
FOYER MT
W'. CLa
Qy- 4'cm OPADR.
4 6
S,CLCI
PED. D 5'-4• 5'-0'
m O
v
e
STIID
4
nT.
e I ENTRYO 9 iU
V
y-4• CL&
7
2 CAR GARAGE e
20'-O'x20'-2'
7 V-4' CL&
v
m
T-4'CL&
88 ZCi - - - - - - LME OF 2ND FLOOR ABOVE
O 1J
I6'-0' X a am
16'-m'
21'-4'
FIRST FLOOR PLAN
SCALE: 1/4 . V-0'
A R C H I T E C T S
i
Design
Grou ID.
1441 N. RONALD RFAGAN BLVD.
LONGW OOD. FL 3275
PH: 407-7746078
FAx:407-77-78naEtleuR.romM: DOD003303325i
SXMDIV. &
IAT. KENSINGTON
RESERVE
lot
87) MODEL-
SUMMERLAND
VERSION#
01) PROJECT#:
2997.
000 PAf}
E: FIRST
FLOOR
PLAN
ARCH
ECTi STATE
Cr- FLORMA DATE:
11 /9 /17 SCALE:
1/4"=1•_0•• SE=
T 3
OF 9
A R C H I T E C T i
CCWCMU AND CLADDING WM LOAD$ MM 1V0 E)FOBUE
PCH 3 BECCHD CKMM
CALL I SOUVE vacm m
z4E fiB AM tRU
D TICN
1 b 0 36' 61' 5 28b5/-312i
2 b
3051-94
36' 61, 5 2SA6/-31823
2A 12 1. 48' 5 2SM-38.100r
25 b SH3051-
EGRE3
1. 61' 5 2816/-31B,
6 ss 36' 61' 5 28b5/-3186
4 b
40
48' 16. 5 2343/-3340
TEV
5 6
1-514
36' 61, 4 28b5/-31[14
6 b 59 36' 61, 4 2865/-3U4
1 r,
TEi'IP
36' 61, 4 2865/-3U4EGRESSE
WIND DESIGN CRITERIA
A BASIC WIND SPEED MPH (3 SECCND (3UST)
WLT=140 / VA5D=116 MPH
B. INTERNAL PRESSURE COEFFICE4T...18
C. RISK CATEGORY•TYFE 11
D. EX'OWRE GATEGORY C
NOTE:
VALUES FOR COMPONENTS A CLADDING PFFSSURE ARE BASED ON
THE VUIt DE51GN UAND SPEED. FBGR 5TH ED. (204) ALLOWS THESE
PI-ESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOU48LE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANFAGTURERS.
MMR1Rt TO DRTIILILL INSTALLATION ON ALL FRNitG N'B'HEFS 1'-m' F{LT'I THE RASH
OR WILL BE "4r1D MD TREATED 11 11Q ATE' A 119 4 TREATED SF R4
gg
42' H, HALF WALL *
ERAILLEAR SPACEEN
TogRAL AND hEHA4DRAIL36'SHNJ_ BE I In-
r -W
MR.
ROOM
NOTE,
HANDRAILS UTH A CIRCULAR CM06 SECTION SHALL
HAVE AN OUTSIDE DIAMETER OF AT LEAST 1
1' (32 Mi11 AND NOT GREATER TWIN 2 INCHES (51 MM1
F TWE HANDRAIL IS NOT CI(MULAR IT SHALL HAVE
A PEW„ETER DfIE NSION OF AT LEAST 4 WC
ES (Im2 MM) AND NOT C#EATER THAN b 1• (16m MM'
WRH A MAXIM" CMB 55 SECTION OF DIMENSICN Cr-
2 1• (5-1 MIX EDGES SHALL H4AVE A MIINIT-W RADIUS
OF 001 NCH (035 m). RAILING
DETAIL 5CA_
E. IR . T-m• srADz
nATA: 17
Hims $7.57- 10
TnADS OW +1- 3f03DfC xcl
W va r•- o v4•
rr, ale - a.
m I_ m'-
m' FIN MAL s . u• oc lux - -- aH
rs. rule anAc W la.i arr NA{A r• oc twc 1STAIR
SECTION: 9'-4" BRIG. l
1 {Sca1LE.32. I'-m' I
I e
I
I I
I I
30,_0' I 0
5'-
4' 3'-4- 0 OEGRESS
M51-514",4-05MFa-IR
I
i
4FIVIS B.
I.C.wOWNER'
S SUITE 7t 8'-
m' C.G. - DeL
DTUD
IQ
V
v B sno I ®
4 SH e
I
I
iq M1kTUBglNio, I 2'-4' B
I B,
BEDROOM
2 4 e
I
ATH BIRB"
EDR 5
4
L---- 1R-
15H 8'-
0• CLG. 10'
I'-
10• 4'-
2' 3 -
B m81
4
M
r2Tx3S-I I
ArnC ILA RY * I e iii
ii D
yi y- I
D 51UD
2x8
DBL 51UD 9 n 1ZZ
iq
UV
121d X 3' s 4.0 EF 4'-
6 4'-2' '-0' 8' srAGGEr
1
OI32''x1F76'--I' TEW2A10' BEDROOM 4 81-
v CLG. 10'-2'xII'-2' DBL.
a'-m' CLG. e STUD
r II0'-
10' l'-B' 2'-I0' I
i„
LM OF I5T STUD FLOOR
BELOW DBL
STUD
3X8 cl
La>-
TUB e
br
Bo1C1a 3051-
SH 1F]
iP O3TEMPHO 4
LINE
OF IST FLOOR MOW 4
10'-
10, 10'-6' 4'-4' 4'-4' 21'-
4' 30'-
0' SECOND
FLOOR PLAN SCALE:
1/4 = I'-0' Design
Group
ino. 1441
N. RONALD REAGAN BLVD. LONGWOOD,
FL32750 PH:
407-774ED78 FAX407-
774 078 r
w..bd-ipgmup.mm xAAx: 0003325 SLTBDIV.
Ee I.oT: KENSINGTON
RESERVE
lot
87) MODEL•
SUMMERLAND
VERSION#
01) PROJECT#:
2997.
000 PAGE:
SECOND
FLOOR
PLAN ARCHFECT:
STATE
Cr- FLCRDA DATE:
11 /9 /17 SCAIM:
1/4"=1'-0" S
I= 4
01r 9
A R C H I T E C T f
COLUMN DETAIL
6' WIDE 8'
RAI
BAPbRYs \
T11- \
2
K 1 DETAIL
3/4 • I'-0'
6'
1 +I 2
K„'V DETAIL
J ywi e. 3/4 • P-V
ENTRY & GARAGE ATTIC VENT CALLS
kRKA OF ATM 1799{L)C
NET FREE VERTIATION AREA RRQOIgO 1 150 W X
REQUI EO VENTILATION AREA L39 z 14L 17LS SQQ.
SOFFIT VENT VENTILATION PER LF 11.74 411L/1/
REQUIRED LF OF SOFFIT VENTILATION 15 iF
PROVIDED LF OF SOFFIT VENTILATION 30 1F
2ND FLOOR ATTIC VENT CALCS
UWA OF ATTIC 13313QFL
NET I= VERMAMN ARIA REQUIRE) 1 S00 4.44 SM.
REQUIRED VENTILATION AREA 4.44 z 144) 6a/ SQQ.
MR REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 z E9B.9) y 434a
OFF RIDGE VENTILATION AREA 115 SQ¢/TYi
SOFFIT VENT VENTILATION PER IF 11.74 K1107
TOTAL / OF VENTS REQUITED E71
TOTAL / OF VENTS PROVIDED 7
REQUI EI) 3QIN VENSII/IION A TOP OF ROOF 319 SQa
REQUI M IF OF SOFFIT VENTILATION I 25 IF
PROVIDED LF OF SOFFIT VENTILATION I 62 IF
ENTRY & GARAGE ATTIC VENT CALLS
UZRA OF ATTIC 34TT
NET FREE VERTTLpIDN AREA REQUD SO 1 150 L1R760&,T-
REQUIRD VENTILATION AREA 1.07 z 144 153E 30.4
SOFFIT VENT VENTILATION PER IF H." 9, .m
REQUIRED LF OF SOFFIT VENTILATION 1 14 1F
TEXTURED CEMENrIOU9
COATW. PER (ASTM
C926) (TYP)
TEXTUFED CEMBITIOIS
COATW. FER (ASTM
C926)(1YP)
10'-8 3/4' 2ND FF. _
9'-4' BIG. HGT.
44.
0'-0' FIN. FLR__
0
z e
4
REAR ELEVATION
SCALE: 1/4 • I'-0'
ELEVATION 'A'
6' WIDE RAISED BMD
TYPJ
18'-8 314' 11 - HGT.
W/ 8' HEEL ITYPJ
TEXTURED CH"OMCUS
COATM PER (ASTM
C926) (TYP)
10'-8 3/4' 2ND FF.
o9'-4' BRG. HGT.
HGT.
GAS RAC.' E
6' WIDE RAISED BAND
1YPJ
TEXTURED CEMENTIQIS
COATnYa PER (A5TM
C926) (TIP)
q O'-O' FIN. FLR
3/4' BIG. HGT.
HEEL (TYR)
7'
TEXNREE) CEMENTia 5
COATING PER (ASTM
C926)(TYF)
o -8 3/4' 2ND FF.
9 -4-4
9 8'-O' HDR HGT-O' HDR H-V T.
oO'-O' FIN. FUR
Designu heGro
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-77"078
FAK4D7-7744D78
n .aea-l9o9..p,.. w AA p: 0003325
as
a.
C
ca
3u DIV. & I,OT:
KENSINGTON
RESERVE
lot 87)
MODEL.•
SUMMERLAND
VERSION#01)
PROJECT&
2997.000
PAGE
FRONT &
REAR
ELEVATIONS
ARCMTECT-
STATE OF FL.OR®A
JANES CANTWELL 1
AR NO 12079 J
DATE: 11 /9 /17
sCAMM: 1/4"=1'-O"
sFnIET
1or9
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit # n , S64*1
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Prepour
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address: 3"l (67- CV-ALoue,-{
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
PLU`lYIBINGPERMIT r
t
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1 1000 Plumbing Sewer
1000 1 Plumbing Final
MECHANICAL PERMIT N
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RECORD COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
21/ III r
Project Name: Lot87Kensington ReserveSummerlandGRW Builder Name: RYAN HOMES Street:
3762 CRAWLEY DOWN LOOP Permit Office: SANFORD U SAIAVIPO,, City,
State, Zip: SANFORD, FL, 32773 Permit Number5 - 3 5 4 5 Owner:
Jurisdiction: 91 00Design 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=11.0 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=11.0 289.33 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=30.0 1384.00 ft2 6.
Conditioned floor area above grade (ft2) 2421 b. N/A R= ft2 c.
R= ft2 Conditioned
floor area below grade (ft2) 0 11.
Ducts R ft2 7. Windows(
285.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-
Factor: Dbl, U=0.56 124.08 ft2 SHGC: SHGC=
0.29 b. U-
Factor: Dbl, U=0.54 113.31 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=
0.32 a. Central
Unit 38.5 SEER:15.00 c. U-
Factor: Dbl, U=0.60 48.00 ft2 SHGC: SHGC=
0.32 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: 2.682 ft. Area Weighted
Average SHGC: 0.307 14. Hot water systems a. Electric
Cap: 50 gallons 8. Floor
Types (1381.0 sgft.) 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=11.0 291.00 ft2 None c. N/
A R= ft2 15. Credits Pstat Area: 0.
118 Total Proposed
Modified Loads: 70.15 PASS Glass/FloorTotalBaseline
Loads: 70.09 I hereby
certify that the plans and cifications covered by rite Reviewof the plans and SUE S74J O this
calculationareincomplianttheFloridaEnergyspecificationscoveredbythisAVCode. calculation
indicates compliancef„ K+ O K ` `'-
with
the
Florida Energy Code. ti tttrr I PREPARED
BY: Before construction is completed DATE: 11-
30-17- Srott Pratt this building will be inspected for compliance with
Section 553.908 i Q
I hereby
certify that this building,. as de i ned, is in compliance Florida Statutes.
t with the
Florida Energy Code. WE OWNER/AGENT:
BUILDING OFFICIAL: DATE:11/
30/17 DATE: Compliance requires
certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -
sealed in accordance with R403.2.2.1. Compliance requires
an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project
requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50 (R402.4.1.2). 11/30/
2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4
FORM RdnF_gn14
PROJECT
Title:
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot87Kensington ReserveSum Bedrooms: 4 User
Conditioned Area: 2421 Total
Stories: 2 1
Worst Case: No RYAN
HOMES Rotate Angle: 0 SANFORD
Cross Ventilation: No 691500
Whole House Fan: No Single-
family New (
From Plans) Address
Type: Lot #
Block/
SubDivision: PlatBook:
Street:
County:
City,
State, Zip: Street
Address 87
KENSINGTON
RESE 3762
CRAWLEY DOW Seminole
SANFORD ,
FL ,
32773 CLIMATE
Design
Location IECC
Design Temp TMY
Site Zone 97.5 % 2.5 % Int
Design Temp Heating Design Daily Temp Winter
Summer Degree Days Moisture Range FL,
Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS
Number
Name Area Volume 1
Block1 2421 21062.7 SPACES
Number
Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1
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 1
Floor over Garage Main ___ ___ 2
Slab -On -Grade Edge Insulatio Main 115 ft 0 291
ft2 1090
ft2 11
0 0 1 0
0.38 0.62 ROOF
V #
Type Roof
Gable Roof Materials
Area Area Color Solar
Absor.
SA
Emitt Tested
Emitt
Deck Pitch Tested
Insul. (deg) 1
Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC
V #
Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1
Full attic Vented 300 1384 ft2 N N CEILING
Ceiling
Type Space R-Value Ins Type Area Framing Frac Truss Type 1
Under Attic (Vented) Main 30 Blown 1384 ft2 0.11 Wood 11/
30/2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4
FORM R4nr;-?(114
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space
1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0
3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ftZ 0 0 0.6 0
5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
6 N Exterior Concrete Block --Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0
7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
8 E 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 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 W Insulated Main None 25 3 6 8 20 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 S 1 Metal Low-E Double Yes 0.56 0.29 45.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
2 S 2 Metal Low-E Double Yes 0.54 0.32 48.6 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5
3 W 3 Metal Low-E Double Yes 0.56 0.29 12.0 ft2 1 ft 0 in 1 ft2 in Drapes/blinds None
4 W 3 Metal Low-E Double Yes 0.56 0.29 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
5 N 5 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft2 in Drapes/blinds Exterior 5
6 N 6 Metal Low-E Double Yes 0.54 0.32 32.4 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5
7 E 7 Metal Low-E Double Yes 0.56 0.29 5.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
8 E 7 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft2 in Drapes/blinds Exterior 5
9 E 8 Metal Low-E Double Yes 0.6 0.32 48.0 ft2 11 ft 0 in 1 ft2 in None Exterior 5
10 E 8 Metal Low-E Double Yes 0.54 0.32 32.4 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 459 ft2 459 f12 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000276 1755.2 96.36 181.22 2484 5
11/30/2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
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 kBtu/hr 0 cfm 0.75 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
FSEC Collector Storage
Cert 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 6 605.25 Attic 121.05 Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin r Heating (
X Jan [ ]
Feb [ Mar Jan [
Feb XMar Apr APr
j
Ma [
Xj Jun [Xj Jul MaYJun [ ]Jul
Au[ rl AuX]
Se SeP Oct
Oct
Nov
Nov
Dec
Dec
Ventin [[[ ]
Jan [ ]
Feb [X Mar X] A r Ma [ ] Jun [ ] Jul l AugSe X] Oct X Nov Dec Thermostat Schedule:
HERS 2006 Reference Hours Schedule Type
1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD)
AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80
80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH)
AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78
78 78 78 78 78 78 78 78 78 78 78 Heating (WD)
AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68
68 68 68 68 68 68 68 68 68 66 66 Heating (WEH)
AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68
68 68 68 68 68 68 68 68 68 66 66 11/30/
2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3762 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows- Description
a. U-Factor: Dbl, U=0.56
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.54
SHGC: SHGC=0.32
c. U-Factor: Dbl, U=0.60
SHGC: SHGC=0.32
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block- Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2421 b. N/A
c. N/A
Area
11. Ducts
124.08 ft2 a. Sup: Attic, Ret: Attic, AH: Main
113.31 ft2
12. Cooling systems
48.00 ft2 a. Central Unit
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11.0
c. N/A R=
ft2
13. Heating systems
a. Electric Heat Pump
2.682 ft.
0.307
Area 14. Hot water systems
1090.00 ft2 a. Electric
291.00 ft2
b. Conservation features
ft2
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code complian4feptutes.
Builder Signature: \ I / A Date: 11/30/17
Address of New Home: 3762=CRAAWWLEY-+DOWN LOOP City/FL Zip: 32773
Insulation Area
R=11.0 1264.00 ft2
R=4.1 1073.30 ft2
R=11.0 289.33 ft2
R= ft2
Insulation Area
R=30.0 1384.00 ft2
R= ft2
R= ft2
R ft2
6 605.25
kBtu/hr Efficiency
38.5 SEER:15.00
kBtu/hr Efficiency
38.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 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.
11/30/2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 3762 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section
553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A
written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be
performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, 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; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
O R402.4.4 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 E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1.1 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.
R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction
or rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards 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)(9, (g), or (i), Florida Statutes, to be "substantially leak free" by either of
the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
11/30/2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS -'(Continued)
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (1 YC) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation.
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
R403.4.3 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.
R403.4.4 Water heater efficiencies (Mandatory).
O R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 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).
R403.4.4.1.2 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.
O R403.4.4.2 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 met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 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.
R403.5 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.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 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 403.6, 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.
11/30/2017 12:22 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection 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 temperature 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 multi -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 multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 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 R403.6.1.
O R403.6.1.3 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.
R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
R403.8 Snow melt 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 55°F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 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.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
11/30/2017 12:22 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3
FORM R405-2014
TABLE 402.4.1.
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot87Kensington ReserveSummerlandGRW Builder Name: RYAN HOMES Street:
3762 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Owner:
Jurisdiction: 691500 Design
Location: FL, Orlando COMPONENT
CRITERIA CHECK Air
barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior
thermal envelope contains a continuous barrier. Breaks
or joints in the air barrier shall be sealed. Air -
permeable insulation shall not be used as a sealing material. Ceiling/
attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation
and any gaps in the air barrier shall be sealed. Access
openings, drop down stairs or knee wall doors to unconditioned attic
spaces shall be sealed. Corners
and headers shall be insulated and the junction of the foundation Walls
and sill plate shall be sealed. The
junction of the top plate and the top or exterior walls shall be sealed. Exterior
thermal envelope insulation for framed walls shall be installed in substantial
contact and continuous alignment with the air barrier. Knee
walls shall be sealed. Windows,
skylights and doors The space between window/door jambs and framing and skylights and framing
shall be sealed. Rim
joists Rim joists are insulated and include an air barrier. Floors (
including above -garage Insulation shall be installed to maintain permanent contact with underside and
cantilevered floors) of subfloor decking. The
air barrier shall be installed at any exposed edge of insulation. Crawl
space walls Where provided in lieu of floor insulation, insulation shall be permanently attached
to the crawlspace walls. Exposed
earth in unvented crawl spaces shall be covered with a Class I vapor
retarder with overlapping joints taped. Shafts,
penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned
space shall be sealed. Narrow
cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by
insulation that on installation readily conforms to the available cavity spaces.
Garage
separation Air sealing shall be provided between the garage and conditioned spaces. Recessed
lighting Recessed light fixtures installed in the building thermal envelope shall be air
tight, IC rated, and sealed to the drywall. Plumbing
and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior
walls, or insulation that on installation readily conforms to available space
shall extend behind piping and wiring. Shower/
tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier
installed separating them from the showers and tubs. Electrical/
phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed
doors 11/
30/2017 12:22 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1
For: RYAN HOMES
3762 CRAWLEY DOWN LOOP, SANFORD, FL32773
y.F
z t ' - >het,
fiy ,; .n r,ffi Cooling Equ men_ 1ap
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30939 Btuh Entering coil DB: 78.3°F
Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1'F
Indoor design DB: 75.0°F Total gain: 36285 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SpIitASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Sensible capacity: 30776 Btuh 99% of load
Latent capacity: 7073 Btuh 132% of load
Total capacity: 37848 Btuh 104% of load SHR: 81%
s • •
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 28125 Btuh Entering coil DB: 69.0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SpIitASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 33809 Btuh 120% of load Capacity balance: 35 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 87% of load Temp. rise: 70 OF
Meets are all requirements of ACCA Manual S.
2017-Nov-13 15:25:41
wrightsoft'° Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
ACCPL...IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (IF) 70 75
Elevation: 105 ft Design TD (IF) 28 18
Latitude: 28°N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (IF) - 16 ( M) Method Simplified
Wet bulb (IF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
W Btuh/ft-l' ft'-°F/Btuh Btuh/W Btu Btuh/W Btuh
Walls
12C-0sw: 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-2 ext bd ins, 8" thk, 1/2" gypsum
board int fnsh
Partitions
126-0sw: Frm wall, r-11 cav ins, 112" 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 (5.08 ft
window ht, 1.17 ft 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=0.31); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir 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-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
n 381 0.091 13.0 2.52 960 2.35 896
e 216 0.091 13.0 2.52 543 2.35 507
s 350 0.091 13.0 2.52 883 2.35 824
w 194 0.091 13.0 2.52 488 2.35 455
all 1140 0.091 13.0 2.52 2874 2.35 2682
n 345 0.201 0 5.57 1923 4.37 1510
e 195 0.201 0 5.57 1084 4.37 851
s 292 0.201 0 5.57 1624 4.37 1275
w 59 0.201 0 5.57 330 4.37 259
all 891 0.201 0 5.57 4960 4.37 3895
271 0.097 11.0 2.69 729 1.75 475
n 15 0.540 0 15.0 228 15.9 243
e 15 0.540 0 15.0 228 39.2 598
s 46 0.540 0 15.0 684 16.2 740
w 31 0.540 0 15.0 456 39.2 1196
all 107 0,540 0 15.0 1597 26.0 2778
n 33 0.540 0 15.0 489 14.1 460
e 33 0.540 0 15.0 489 33.9 1107
s 49 0.540 0 15.0 733 15.7 767
all 114 0.540 0 15.0 1711 20.4 2334
e 5 0.540 0 15.0 78 39.2 204
e 48 0.620 0 17.2 824 16.2 776
w 12 0.540 0 15.0 179 39.2 471
2017-Nov-13 15:25:41
wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
ACCp.... IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
Doors
11JO: Door, mtl fbrgl 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-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-13 cav
ins, gar ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh
w 20 0.600 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
233 0.068 13.0 1.88 439 0.98 228
58 0.068 13.0 1.88 109 0.98 56
115 0.989 0 27.4 3150 0 0
J}.- 2017-Nov-13 15:25:41
I- wrightsoft° Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
ACXcA...IandGRW\Lot87KensinglonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
For: RYAN HOMES
3762 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: OPTION BATH 2@BED 4
RVSD 3-20-2017 NMB
L.S. 11-13-17 SRP
e b,rHDesign anformat on
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 IF
Inside db 70 OF Inside db 75 OF
Design TD 28 IF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 22567 Btuh
Ducts 5558 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 28125 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
He 2in Co 2429429
21176 21176
0.41 0.21
145 74
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI..
Model GSZ140421 K
AHRI ref :8242633
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 35 IF
Backup:
8.5 HSPF
38000 Btuh @ 470F
27 OF
1283 cfm
0.046 cfm/Btuh
0.40 in H2O
Input = 7 kW, Output = 24539 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 21413 Btuh
Ducts 9527 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
30939 Btuh
Latent Cooling Equipment Load Sizing
Structure 3298 Btuh
Ducts 2047 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 5346 Btuh
Equipment Total Load (Sen+Lat) 36285 Btuh
Req. total capacity at 0.81 SHR 3.2 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140421 K
Coil ASPT47D14A
AHRI ref :8242633
Efficiency 12.5 EER, 15 SEER
Sensible cooling 31185 Btuh
Latent cooling 7315 Btuh
Total cooling 38500 Btuh
Actual air flow 1283 cfm
Air flow factor 0.041 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.85
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Wrl htSO t`
2017-Nov-13 15:
age
1
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
ACCk...IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
rF- wrightsoft" Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 C0[)!ScnWAY CANFr1Rn FI.32771 Phone:407-831-2665
Job: Lot87Kensing ton ReserveSu... Date:
06.03.15 By:
BENTLEY Entire
House GREAT RM 1
Room name 273.
0 ft 53.0 ft 2
Exposed wall 8.
6 ft 9.3 ft heat/cool 3
Room height 1.0 x 576.8 ft 4
Room dimensions 2464.
8 ft 2 576.8 ft2 5
Room area Ty
Construction U-value Or HTM Area 00 Load Btuh)
Area
or
ft Load
B)
number
BtutVft F) Btuhft2) or perimeter (ft) Heat
I Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6
V1t 12C-Osw 0.091 n 252 235 396 381 960 896 0 0
0
0
0
0
0
0
L_,
2A-2om 0.540 0201.
n
n
14.
96 5.
57 15.
94 4.
37 15
378
0
345
228
1923
243
1510
303 271 1507 1183 W
L-
G 13A-
20cs 2A-
2om 0.540 n 14.96 14.08 33 0 489 460 33 0 480 460 11
12C-Osw 0.091 a 2.52 235 236 216 543 507 0 0 0 0
0
0
2A-
2om 0.540 a 14.96 39.23 5 0 78 204 0 0 0
0 0 2A-
2om 0.540 e 14.96 5.
57 39.
23 4.
37 15
275
0
195
228
1084
598
851
0
154
121 675 530 13A-
2ocs 2A-
2om 0.
201 0.
540 a
a
14.96 33.86 33 0 489 1107 33 0 489 1107 II---
2 2A-2omd 0.620 e 17.17 16.17 48 48 824 776 0 0 0 0 12C-
Osw 0.091 s 252 235 396 350 883 824 0 0 0
0
0
0
0
t-C 2A-2om 0.540 s 14.96 16.18 46 38 684 740 0 0
0 0 y/
13A-2ocs 0.201 s 5.57 4.37 341 292 1624 1275 0 0
0 L-
G 2A-2om 0.540 s 14.96 15.65 49 0 733 767 0 0 0
0 0 12C-
Osw 0.091 w 2.52 235 236 194 488 455 0 0
2A-
2om 0.540 w 14.96 39.23 12 0 179 471 0 0 0
0
0
0 2A-
2om 0.540 w 14.96 39.23 31 79
0
59
456
330
1196
259
0
37
17 96 75 Y--
D11J0 13A-
2ocs 0.201 0.
600 w
5.57 16.
62 4.
37 18.
51 20 20 334 372 20 20 334 372 126-
0sw 0.097 w
269
1.75 289 271 729 475 121 18
103
18
278
193
181
215
PL--
D 11DO 0.390 n 10.80 1203 18 18 193 215 8
C
1613-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 0
4
0
0 F
20P-13c 0.068 1.88 0.98 233 233 439 228 0 0
0 F
20P-13c 0.068 1.88 27.
40 0.
98 0.
00 58
1093
58
115
109
3150
56
0
0
577
0
53
1452 0 F
22A-cpl 0.989 0
159 6
c) AED excursion Envelope
loss/gain 18175
16441 5517 3973 4392
1421 930 0 12a) Infiltration 0
0 b)
Room ventilation 1 13
Intemal gains: Occupants @ 230 4 920 3 690 230
Appliances/
other 2630 Subtotal (
lines 6 to 13) 22567
21413 6447 5194 Less
external load 0 0 0 0
0
0
Less
transfer 0
0
0
0
0 0 Redistribution
22567 21413 6447 5194 14
Subtotal 25 %
44 % 5558 9527 25 % 44% 1588 2311 15
Duct loads Total
room load 28125 309391 8035 367
7505
311
LAirrequired (cfm) 1283
1283 Calculations
approved by ACCA to meet all requirements of Manual J_ 8th Ed. 2017-
Nov-13 15.25.41 wrigtftsoft"
Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 landGRW\
Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
rF wrightsoft% Right-M Worksheet Job: Lot
3.15
ingtonReserveSu...
Entire House
Date:
ENTLBy: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name NOOK/KITCHEN STUDY
2 Exposed wall 38.0 It 11.5 It
3 Room height 9.3 ft heat/cool 9.3 It heat/cool
4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 ft
5 Room area 325.0 ft2 155.0 ft2
Ty Construction U-value Or HTM Area (112) Load Area (ft2) Load
number Btuh/ft2-°F) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VL 12C-Osw 0.091 n 252 2.35 0 0 0 0 0 0 0 0
2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0
y/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 12C-0sw 0.091 a 2.52 235 0 0 0 0 0 0 0 0
2A-20m 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0
LL- 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
13A-2ocs 0.201 e 5.57 4.37 121 73 408 321 0 0 0 0
2A-2om 0.540 a 14.96 33.86 0 0 0 0 0 0 0 0
V---CGG 2A-2omd 0.620 e 17.17 16.17 48 48 824 776 0 0 0 0
12C-0sw 0.091 s 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0
V+I 13A-2ocs 0.201 s 5.57 4.37 233 201 1117 877 107 91 507 398
L- G 2A-2om 0.540 s 14.96 15.65 33 0 489 512 16 0 244 256
12C-0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0
P 1213-0sw 0.097 2.69 1.75 0 0 0 0 168 168 451 294
L-U 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 325 38 1041 0 155 12 315 0
6 c) AED excursion 149 5
Envelope loss/gain 3880 2336 1517 953
12 a) Infiltration 666 216 202 65
b) Room ventilation 1 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 12001 0
Subtotal (lines 6 to 13) 4546 3752 1719 1018
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4546 3752 1719 1018
15 Duct loads 25 % 44 % 112D 1669 25%1 441/6 423 453
Total room load 56661 5421 2143 1471
Air required (cfm) 258 225 98 61
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri htsoft'
2017-Nov-1315:25:41
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
landGRW\ Lot 87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
FF wrightsoft' Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot87Kensing ton ReserveSu... Date:
06.03.15 By:
BENTLEY 1
Room name POWDER MASTER SUITE 2
Exposed wall 12.5 It 30.0 It 3
Room height 9.3 It heat/cool 8.0 ft heat/cool 4
Room dimensions 4.5 x 8.0 It 16.5 x 13.5 It 5
Room area 36.0 ft2 2228 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2-*F) Btuhfft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V1/ 12C-Osw 0.091 n 252 2.35 0 0 0 0 108 93 234 218 I
2A-2om 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 Vrl
13A-2ocs 0.201 n 5.57 4.37 75 75 416 326 0 0 0 0 6
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
12C-Osw 0.091 a 2.52 235 0 0 0 0 132 117 294 275 2A-
2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 r
G1 2A-2om 0.540 e 14-96 39.23 0 0 0 0 15 0 228 598 13A-
2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-
2omd 0.620 e 17.17 16.17 0 0 0 0 0 0 0 0 12C-
0sw 0.091 s 252 235 0 0 0 0 0 0 0 0 2A-
20m 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 W
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 f
2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-
Osw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 w 5.57 4.37 42 42 234 184 0 0 0 0 D
11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 PI
1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 Ll
11 DO - 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6
c) AED excursion 23 100 Envelope
loss/gain 997 497 1145 1548 12
a) Infiltration 219 71 451 146 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 1 230 Appliances/
other 0 600 Subtotal (
lines 6 to 13) 1216 568 1596 2524 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1216 568 1596 2524 15
Duct loads 25% 44% 300 253 25% 44% 3931 1123 Total
room load 1516 821 1989 3647 Air
required (cfm) 69 34 91 151 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft'
2017-
Nov-1315:25:41 Right -
Suite® Universal 2017 17.0.23 RSU23828 Page 3 IandGRW\
Lot87KensingtonReserveSummedandGRW.rup Calc = MJ8 House faces: W
wrightsoftx Right-M Worksheet Job: Lot87KensingtonReserveSu...
Date: 06.03.15
Entire House ENTLBy: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 GOD ISCO WAY. SANFOR D, FL 32771 Phone: 407-831-2665 1
Room name MASTER W IC MASTER BATH 2
Exposed wall 5.0 ft 10.5 ft 3
Room height 8.0 ft heat/cool 8.0 ft heat/cool 4
Room dimensions 5.0 x 5.5 tt 1.0 x 102.8 It 5
Room area 27.5 ft2 102.8 ftz Ty
Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number
Btuh/tt20F) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W 12C-0sw 0.091 n 252 235 0 0 0 0 0 0 0 0 L-
C 2A-20m 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 W
13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L-
G 2A-20m 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
12C-Osw 0.091 a 2.52 235 40 40 101 94 36 31 78 72 2A-
2om 0.540 e 14.96 39.23 0 0 0 0 5 0 78 204 2A-
2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 L22A-2omd 0.620 e 17.17 16.17 0 0 0 0 0 0 0 0 12C-
Osw 0.091 s 252 235 0 0 0 0 48 48 121 113 2A-
2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 yl
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 L __
G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-
0sw0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 yl
13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11,
10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 0
P.
126-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 0
L-D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 0 3 Envelope
loss/gain 121 127 350 532 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) 196 151 5081 583 Less
external load 0 0 0 0 Less
transfer 0 0 0 0
0
0
Redistribution
0 196
0
151
508 583 14
15
Subtotal
Duct
loads 25 % 44 % 48 67 25 % 44 125 259 Total
room load 244 219 633 842 Air
required (cfm) 11 9 29 35 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-
Nov-13 15:25:41 A4_
wrightsoft` Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 4C'
C" ...IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
wrightsoft% Right-M Worksheet Job: Lot87Ken sing ton ReserveSu... Date:
06.03.15 Entire
House ENTL By: BENTLEY DEL
AIR HEATING & AIR CONDITIONING
531
COD ISCO WAY, SAN FORD, FL 32771 Phone: 407-831-2665 1
Room name MASTER W.C. BED 2 2
Exposed wall 9.0 ft 10.5 it 3
Room height 8.0 It heat/cool 8.0 ft heat/cool 4
Room dimensions 3.5 x 5.5 it 13.0 x 10.5 if 5
Room area 19.3 ftz 136.5 ftz Ty
Construction U-value Or HTM Area (ftz) Load Area (ft') Load number
BtuWft2-°F) Btuh/ftz) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W 12C-Osw 0.091 n 252 235 0 0 0 0 0 0 0 0 L
2A-20m 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 W
13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L-
G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
12C-Osw 0.091 a 2.52 235 28 28 71 66 0 0 0 0 T-
1 24-20m 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-
2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 13A-
20cs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 L --
G 2A-2omd 0.620 e 17.17 16.17 0 0 0 0 0 0 0 0 V!
12C-0sw 0.091 s 252 2.35 44 44 111 104 84 69 173 162 G
2A-2om 0.540 s 14.96 16.18 0 0 0 0 15 13 228 247 y/
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 l-
G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-
0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0
0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 f
12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 I-
D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
1613-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.D0 0 0 0 0 0 0 0 0 6
c) AED excursion 9 18 Envelope
loss/gain 195 187 500 583 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 0 1 0 Subtotal (
lines 6 to 13) 331 231 658 634 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 331 231 658 634 15
Duct loads 25% 44% 81 103 25% 44% 162 282 Total
room load 412 334 820 916 Air
required (cfm) 1 19 141 1 37 38 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-
Nov-13 15:25:41 Fkwrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 ACCA...
landGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
rF wrightsoft" Rlght-M) Worksheet Job: Lot
3.15
Entire House
ingtonReserveSu...
Date:
ENTLBy: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name BED 3 BED 4
2 Exposed wall 10.5 ft 11.5 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 13.0 x 10.6 It 10.5 x 11.5 ft
5 Room area 137.6 ft2 120.8 ft'
Ty Construction U-value Or HTM Area (ft9 Load Area (ft9 Load
number Btuh/ftz-'F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1y 12C-0sw 0.091 n 252 2.35 0 0 0 0 0 0 0 0
I-(, 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0
Vfl 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
I_.G 2A-2om 0.540 n 14.% 14.08 0 0 0 0 0 0 0 0
11 Vjt 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0
I--
G
2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.540 e 14.% 33.86 0 0 0 0 0 0 0 0
2A-2omd 0.620 e 17.17 16.17 0 0 0 0 0 0 0 0
yl 12C-0sw 0.091 s 252 2.35 84 69 173 162 92 77 193 181
G 2A-2om 0.540 s 14.96 16.18 15 13 228 247 15 13 228 247
y/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
L--G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
y/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
l-D 11J0 0.600 w 16.62 18.51 0 0. 0 0 0 0 0 0
P 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0
L-D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 137 137 98 193 121 121 87 171
F 20P-13c 0.068 1.88 0.98 0 0 0 0 79 79 148 77
F 20P-13c 0.068 1.88 0.98 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 18 21
Envelope loss/gain 500 583 657 653
12 a) Infiltration 158 51 173 56
b) Room ventilation 0 0 1 0 0
13 Internal gains: Occupants [?a 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 658 634 830 709
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 658 634 830 709
15 Duct loads 25 % 44 % 162 282 25 % 44%1 2041 316
Total room load 820 916 10341 1025
Air required (cfm) 37 38 1 47 43
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Fk wri 17tsoft- 2017-Nov-13 15:25:41
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6
IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
r- wrightsoft' Right-J® Worksheet Job: Lot
3.15
ington ReserveSu...
Entire House
Date:
ENTLBy: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name MASTER WIC 2 BATH
2 Exposed wall 7.0 ft 0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 ft
5 Room area 38.5 ft2 57.8 ft2
Ty Construction U-value Or HTM Area (ft Load Area (ft Load
number BtutVft2-'F) Btuhiftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw 0.091 n 252 235 56 56 141 132 0 0 0 0
Lam; 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
L-C 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 Vjl 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
L-
G
2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.540 e 14.96 3a86 0 0 0 0 0 0 0 0
2A-2omd 0.620 e 17.17 16.17 0 0 0 0 0 0 0 0
Vy 12G-0 w 0.091 s 252 235 0 0 0 0 0 0 0 0
G 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0t--G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0
12C-0sw 0.091 w 2.52 235 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
yl 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0D
R 1213-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0
LD 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 3
Envelope loss/gain 169 178 42 78
12 a) Infiltration 105 34 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 274 212 42 78
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 274 212 42 78
15 Duct loads 25% 441% 68 94 251/6 44% 101 35
Total room load 342 306 52 113
Air required (cfm) 16 13 2 5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2017-Nov-13 15:25:41
wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7
IandGRW\Lot87KensinglonReserve5ummerlandGRW.rup Calc = MJ8 House faces: W
rF wrightsoft' Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot87Kensing ton ReserveSu... Date:
06.03.15 By:
BENTLEY 1
Room name LAUNDRY LOFT 2
Exposed wall 0 ft 48.0 ft 3
Room height 8.0 ft heat/cool 8.0 ft heat/cool 4
Room dimensions 7.5 x 9.5 ft 1.0 x 379.8 ft 5
Room area 71.3 ft2 379.8 ft2 Ty
Construction U-value Or HTM Area 012) Load Area (ft2) Load number
Btuh/ft2--F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V!/ 12C-Osw 0.091 n 252 235 0 0 0 0 232 232 585 546 LG
2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 t--
C 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
0.091 a 2.52 235 0 0 0 0 0 0 0 0 T
12C-
Osw 2A-
2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-
2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-
20m 0.540 a 14.96 33.86 0 0 0 0 0 0 0 0 2A-
2omd 0.620 a 17.17 16.17 0 0 0 0 0 0 0 0 12C-
0sw 0.091 s 252 235 0 0 0 0 0 0 0 0 t--
G 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 y/
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G
2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-
Osw 0.091 w 2.52 235 0 0 0 0 152 125 314 293 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 12 0 179 471 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 yl
13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L--
D 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P
12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0 I-
D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F
2OP-13c 0.068 1.88 0.98 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 27 334 Envelope
loss/gain 51 74 1871 2930 12
a) Infiltration 0 0 722 234 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 0 lines
6 to 13) 51 674 2593 3163 Less
external load 0 0 0 0 Subtotal
Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 51 674 2593 3163 Duct
loads 25% 44% 13 300 25% 44% 639 1407 Total
room load 64 974 1 32M 4571 Air
required (cfm) 3 40 147 190 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. i
htsoft' 2017-
Nov-1315:25:41 wr
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8 IandGRW\
Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
9- wrightsoft* Right-M Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot87Kensing ton ReserveSu... Date:
06.03.15 By:
BENTLEY 1
Room name BATH 2 2
Exposed wall 16.0 it 3
Room height 8.0 it heat/cool 4
Room dimensions 10.5 x 5.5 ft 5
Room area 57.8 f12 Ty
Construction U-value Or HTM Area (M Load Area Load number
BtutVfiz°F) Btuh/ftq or perimeter (ft) Btuh) or perimeter Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
12C-0sw 0.091 n 252 2.35 0 0 0 0 t -- 2A-20m 0.540 n 14.96 15.94 0 0 0 0 y/
13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 L-.
G 2A-20m 0.540 n 14.96 14.08 0 0 0 0 11
12C-0sw 0.091 a 2.52 235 0 0 0 0 2A-
2om 0.540 e 14.96 39.23 0 0 0 0 2A-
2om 0.540 a 14.96 39.23 0 0 0 0 13A-
2ocs 0.201 a 5.57 4.37 0 0 0 0 2
A-2om 0.540 e 14.96 33.86 0 0 0 0 2A-
2omd 0,620 e 17.17 16.17 0 0 0 0 12C-
Osw 0.091 s 252 2.35 44 44 111 104 2A-
2om 0.540 s 14.96 16.18 0 0 0 0 Vj!
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 L--
G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 12C-
Osw 0.091 w 2.52 2.35 84 69 173 162 2A-
2om 0.540 w 14.96 39.23 0 0 0 0 2A-
2om 0.540 w 14.96 39.23 15 0 228 598 0.
201 w 5.57 4.37 0 0 0 0 t13A-2ocs 11J0
0.600 w 16.62 18.51 0 0 0 0 DF
126-0sw 0.097 269 1.75 0 0 0 0 L-
a 11 DO 0.390 n 10.80 12.03 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 58 58 42 82 F
2OP-13c 0.068 1.88 0.98 0 0 0 0 F
2OP-13c 0.068 1.88 0.98 58 58 109 56 F
22A-cpl 0.989 27.40 0.00 0 0 0 0 6
c) AED excursion 206 Envelope
loss/gain 663 1208 12
a) Infiltration 241 78 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 0 0 Appliances/
other 0 Subtotal (
lines 6 to 13) 903 1286 Less
external load 0 0 Less
transfer 0 0 Redistribution
0 0 14
Subtotal 903 1286 15
Duct loads 25% 44 % 222 572 Total
room load 1126 1858 Air
required (cfm) 1 511 T7 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wri
t>ttsoft` 2017-
Nov-1315:25:41 9
Right -Suite® Universal 2017 17.0.23 RSU23828 Page 9 tom``...
IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H 20
0.275 in/100ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.275 in/100ft
1283 cfm
124 ft
w34:'ipp7 .,k:. F Su 1 Branch Detail Table y y
a
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H
x W in)
Duct
Matl
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BATH
C 113 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BATH
2 c 1858 51 77 0.354 5.0 Ox 0 VIFx 26.0 70.0 BED
2 c 916 37 38 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED
3 c 916 37 38 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED
4 h 1034 47 43 0.380 6.0 Ox 0 VIFx 19.5 70.0 GREAT
RM h 4017 183 156 0.285 8.0 Ox 0 VIFx 29.4 90.0 st1 GREAT
RM-A h 4017 183 156 0.296 8.0 Ox 0 VIFx 24.7 90.0 st1 LAUNDRY
c 974 3 40 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT
c 4571 147 190 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER
BATH C 842 29 35 0.312 5.0 Ox0 VIFx 23.9 85.0 st2 MASTER
SUITE c 3647 91 151 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER
W.C. h 412 19 14 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER
WIC h 244 11 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER
WIC 2 h 342 16 13 0.306 4.0 Ox0 VIFx 26.1 85.0 st2 NOOK/
KITCHEN h 5666 258 225 0.275 9.0 Ox 0 VIFx 33.8 90.0 st1 POWDER
h 1516 69 34 0.288 5.0 Ox0 VIFx 28.0 90.0 s11 STUDY
h 2143 98 61 0.279 6.0 Ox0 VIFx 32.0 90.0 sti m
Supply :Trunk Detail Table } } , Y etf,. Trunk
Htg Clg Design Veloc Diam H x W Duct Name
Type cfm) cfm) FIR fpm) in) in) Material Trunk SO
Peak AVF 792 631 0.275 567 16.0 0 x 0 VinlFlx st2
Peak AVF 203 260 0.296 476 10.0 0 x 0 VinlFlx wrightsoft'
Right -Suite® Universal 2017 17.0.23 RSU23828 ACC{
i...IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W 2017-
Nov-13 15:25:42 Page
1
r, wr3.a r r c 2. s
x1 t r
r 4
k, c Return <Branch{xDeta i
v. ,; i._ , < ..K ait'^..e 1 .3,..,.s, w=a,.. .P;- o . ...,.:,>... , ....
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
rbi Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
V. +
wrightsoft6 Right -Suite® Universal 2017 17.0.23 RSU23828
ICCA...IandGRW\Lot87KensingtonReserveSummerlandGRW.rup Calc = MJ8 House faces: W
2017-Nov-13 15:25:42
Page 2
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, 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 (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report(usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge@ - USRCSB v5.1
11 /13/2017 3:45:00 PM Page 1 of 1
Otero, Virginia(Vicky)
From: Traugott,Cinnamon <CTraugott@ocoee.org>
Sent: Thursday, November 30, 2017 9:40 AM
To: Otero, Virginia(Vicky)
Subject: 867 BUCKLEBERY LOOP - Revision approved and ready for pickup
Good Morning Vicky,
I wanted to let you know that the revisions have been approved for this permit for the Jack and Jill bathroom.
You may send someone to pick-up the revised plans so you will have the revised plans in the field.
Thank you,
9
C
Cinnamon 9-raugott
Permitting Technician
City of Ocoee I Development Services I Building Division
150 N. Lakeshore Drive I Ocoee, FL 34761
407.905.3100 Ext. 1003 work 1 407.905.3155 fax
ctraugotta,ocoee.org I www.ocoee.org I inspectionsRocoee.org
I
x
m
rr----- -
II I
I I w m wamw w nwme I
I I
ua>s rt my mw n iwnac waw
I
r4. CUL II
I II
I II
I II
I A)
75-0N I I 6M aw I
I
I
1
I
IiIIII
1Ox1i 0NE2pwrcg'
d
225
GREAT
ROOMx5Iwcd1I4 C
I
I I
I I
I I
II 14x8
1wcd n0 I
9' J W-
eCL& n /
u -"
r1.
lwcd i .
1 SM
L
1
i • n
1 pl . M4'• 3rZ\ 1 I "
al 3.
5 TON W/8KW E240V IPH 2
CAR GARAGE platform
by Z 1 w
eas bldr
18x13
plen scale
2444
rad r
r
x ram' auao a—
o• 2
A/
C A
rU
bd -A rU
X
70t1d-
4. OrrU
l 3 ;;
7 D D
Z D
lz
r--------------------
I1tE of pT RooR seam I
3'
bath duct to
roof cap w/
fan Nutone
6 6RNB I
salsa° 9z<
41 Tr10
I I
l
Nn ggpp
ppipggSUMr
aA 10x6 Iwc 14x8
1wcd r-r' 150
a
9•
6 rag I
Z
O
U
d l0 U
a, 4'
I
i 4 Swcd 14'
6' IOx6
1 4-
ID
l r
uv l x r g t 40 r r cta O
Qj d
O CC 8 4 Iwc 10' 4
i d 4- {
s, Ox6 rag a
O 3- 3 4 CO +'
3 Z Ox6 rap n
6'
lOx6
lwc 18
e5no 0 8x4
1 un 40
l
OPT.
x
J U
ac la
4-
0aP w
L 6
8'
20x6 rag Pq
oL
6• o
a we PA 12x6 Iwc IM U a d
0 vs190laa'><w'-i rs'
as U M rm5'
4S1c6 lwcd 5O
N d
O C C 4
i d O 4- +>
O \ :
5 me
0
m
i
n
WN4el
ae°Fex M -
N 3 Z Must
have a Minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value,
t4 er., L47, Ad D c-L
1 V ) 14 U-7b of l2li-5
i
3 It
RECORD COPY 11, V Ty"-- z
Ss4l
ioq
zl! Plumbing, mm.
J-v-bYik; v 47
JOILDMVo 4-
SANFOD
04RTIXo
3 ra
4 15
DESCRIPTION AS FURNISHED: Lot 87, KF_NSINGTON RESERVE, os recorded in Plat Book 81,
through 92, Public Records of Seminole County', Florida.
es 86
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
8 P l "7 - 35 ` is RECORD COPY
LOT 76
ZONIN 4&DATE a aI I? , . N 00019'09" W
Ok to construct single family home —
with setbacks and tp. ervious area°
shown on plan, 6 %. y,e.
SunlwlAr oA -A
LOT 88
f,
0
5.01 ,
5.00' -
5.00' -
5.00' -
40.00'
V
28.17
LOT 87
8.1 7'
3.5'x3.5' 16.0AC
0 0
o LANAI o
30.0'
PROPOSED RESIDENCE
o MODEL: SUMMERLAND-A
a 2 CAR GARAGE RIGHT
M
ENTRY
8.7'
0
i
21.3'
16,
WAL
DRIVE
25.50' 25.50'
10' UTIL, ESMT.
4' CONC. WALK
CURB
N 00019'09 " W —
40.00'
CRAWLEY DOWN LOOP
50' PRIVATE R/YY)
5.00'
LOT 86
5.00'
y9' 262.92'
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY DUILUIIYV JC IOHLFl3:
Hi
rumfvi,)Mr LI.
PEI? DRAINAGE PLANS FRONT, = 25
PROPOSED DRAINAGE FLOW
PLOT PLAN AREA CALCULATIONS REAfZ. = 20"
U LOT CONTAINS 4,800f SQUARE FEET SIDE = 5' FOR 40' LO,TS
LOT GRADING TYPE A 31 IMPERVIOUS COVERAGE = 2,235t SQUARE FEET OR 46.6% SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 31.0' LIVING AREA CONTAINS 1,548> SQUARE FEET SIDE = 10' FOR 75' LOTS
CONC/LANAI/PORCH CONTAINS 687f SQUARE FEET SIDE STREET = 25'
CTRUASEYVN E R—,SCOTT ASSOC:, INC. — _LAN.O ,SURVL'-Y0R>rS
LEGEND - LEGEND -
P . PLAT P.OL POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-I658-1436ONLINE
F = FIELD TYP. = TYPICAL NOTES:
IP, =IRON PIPE PRA. •POINT OF REVERSE CURVATURE
ROD PA' PDINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CER7IFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
C.M.
IRON
C.H• CONCRETE MONUMENTB459 RAG. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATNE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
SET Y.R. = 1/2' I.R. a/NCB 4596 NA. -BON-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 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
PUB. = POINT OF BEGINNING CALL. = CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
I'.U.C, = P0114T OF COMMENCEMENT PRri = PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
E = CENTERLINE FF. = BUILDING FLOOR ELEVATION
Nt.D NAIL 4 DISK GSA.. • BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER E'NIW.
R/W - RIGHT-OF-VAY B.H. = BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCA17ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
ESMT. =EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE IJNE SHOWN AS BASE BEARING (B.S.)
DRAIN. - DRAINAGE
UTIL. • UTILITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
9. CEnncATE OF AUINORIZATION No. 4596.
WD.FC, WOOD FENCE
C/o CONCRETE BLOCK
SCALE 1 " 20' -- 4 DRAWN BY.• P.C. POINT OF CURVATURE
P.T. = POINT OF TANGENCY
IIESC. DESCRIPTION 9 CERTIFIED BY: DATE•ORDER No.
PLOT PLAN 1 1-09-17 4864-17L = ARCLUSLENGTH
D DELTA
C = CHORD
C.R. + CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN ----- --- - — —
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' I X. GRUSENM ER, R.L.S. 1 4714
LONE. "X" MAP 112117CO09OF (09-28-07)
UA W. SCOTT, R.L.S 111 4801
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER:
0
PROJECT:
COUNTY:
RYAN HOMES
KENSINGTON RESERVE
SEMINOLE
LOT/BLK/MODEL: LOT:87 / MODEL:SUMMERLAND / ELEV:A / GAR R
JOB#: 70285
MASTER#: XR5SUAL5
OPTIONS: LANAI::BDRM 5 / BATH 2
Site Information:
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block: Model: SUMMERLAND
Address: Subdivision:
City: County: Hillsborough 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: FBC2014ITP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -105 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0091447 FG1 10/10/17 13 A0091459 FL10 10/10/17 25 A0091440 B04 10/10/17
2 A0091448 FG2 10/10/17 14 A0091460 FL11GE 10/10/17 26 A0091441 CA 10/10/17
3 A0091449 FG3 10/10117 15 A0091430 A01 10/10/17 27 A0091442 CJ2 10/10/17
4 A0091450 FL01 10/10/17 16 1 A0091431 A02 10/10/17 28 A0091443 CJ3 10/10/17
5 A0091451 FL02 10/10/17 17 IA0091432 A03 10110117 29 A0091444 CJ4 10/10117
6 A0091452 FL03 10/10/17 18 A0091433 A04 10/10/17 30 A0091445 CJ5 10/10/17
7 A0091453 FL04 10/10/17 19 A0091434 A05 10/10/17 31 A0091446 D01 10/10/17
8 IA0091454 FL05G 10/10/171 20 A0091435 A06 10/10/17 32 A0091461 HJ3A 10/10117
9 A0091455 FL06GE 10/10/17 21 A0091436 A07 10/10/17 33 A0091462 HA 10/10/17
10 A0091456 FL07 10/10/17 22 IA0091437 1301 10110117 34 A0091463 HJ7 10/10/17
11 A0091457 FL08 10/10/17 23 A0091438 B02 10/10/17 35 A0091464 J3A 10/10/17
12 A0091458 I FL09G 10/10/17 24 A0091439 B03 10/10/17 36. 1 A0091465 A 10/10/17
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-! 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, perANSlfrPI-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 III PE by [All 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 Anthony T.
engineering responsibility for the design of the single Truss depicted on the TDD only The
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. A# TRU55E5
A FLORIDA CORPORATION
RE: Job XR5SUAL5
No. Seal # Truss Name Date
37 A0091466 J7 10/10/17
38 A0091467 L01 10/10/17
39 A0091468 L02 10/10/17
40 A0091469 L03 10/10/17
41 A0091470 M6 10/10/17
42 A0091471 M6E 10/10/17
43 A0091472 MG7 10/10/17
44 A0091473 VM3 10/10/17
45 A0091474 VM5 10/10/17
46 STDL01 STD. DETAIL 10/10/17
47 STDL02 STD. DETAIL 10/10/17
48 STDL03 STD. DETAIL 10/10/17
49 STDL04 STD. DETAIL 10/10/17
50 STDL05 STD. DETAIL 10/10/17
51 STDL06 STD. DETAIL 10/10/17
52 STDL07 STD. DETAIL 10/10/17
53 STDL08 STD. DETAIL 10/10/17
54 STDL09 STD. DETAIL 10/10/17
55 STDL10 STD. DETAIL 10/10/17
56 STDL11 STD. DETAIL 10/10/17
57 STDL12 STD. DETAIL 10/10/17
58 STDL13 STD. DETAIL 10/10/17
59 STDL14 STD. DETAIL 10/10/17
60 STDL15 STD. DETAIL 10/10/17
61 STDL16 STD. DETAIL 10/10/17
Page 2 of 2
Job Truss cuss ype uty Ply RYAN HOMES / SUMMERLAND
A0091430
XR5SUAL5 A01 Hip Girder 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:45 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-a3yR8_8Eol QPgxSSGRgejexmNvC7ziNjFweellyUpFK
1-0 Q 7-0-0 12-4-9 17-7-7
1
23-0-0 30-0-0 31-0-Q
1-0-0 7-0-0 5_ 4-9 5-2-13 5-4-9 7-0-0 1-0-0
Dead Load Dell. = 7/16 in
4x10 =
2x4 11 3.8 = 7.10 MT20HS=
4x4 = 2x4 II 4x10 =
23-0-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.38 10-12 940 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.72 10-12 498 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.13 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 164 Ill FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-6-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Horz
2 = 59(LC 28)
Max Uplift
2 = 961 (LC 4)
7 = 961 (LC 5)
Max Grav
2 = 2494(LC 1)
7 = 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5140/2032,3-20=-6367/2691,
20-21=-6367/2691, 4-21=-6367/2691,
4-22=-6367/2691, 22-23=-6367/2691,
23-24=-6367/2691, 5-24=-6367/2691,
5-25=-6390/2703, 25-26=-6390/2703,
6-26=-6390/2703,6-7=-5136/2029
BOT CHORD
2-13=-1782/4652,13-27=-1780/4668,
27-28=-1780/4668, 12-28=-1780/4668,
12-29=-2587/6390, 11-29=-2587/6390,
11-30=-2587/6390,10-30=-2587/6390,
10-31=-1784/4664,31-32=-1784/4664,
9-32=-1784/4664,7-9=-1787/4648
WEBS
3-13=0/509, 3-12=-925/2061,
WEBS
3-13=0/509, 3-12=-925/2061,
4-12=-678/474, 5-10=-688/471,
6-1 0=-940/2092, 6-9=0/499
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 961 lb uplift at
joint 2 and 961 lb uplift at joint 7.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 236
lb down and 237 lb up at 7-0-0, 119 lb down and 140
lb up at 9-0-12, 119 lb down and 140 lb up at 11-0-12
119 lb down and 140 lb up at 13-0-12, 119 lb down
and 140 lb up at 15-M, 119 lb down and 140 lb up at
16-11-4, 119 lb down and 140 lb up at 18-11-4, and
119 lb down and 140 lb up at 20-11-4, and 236 lb
down and 237 lb up at 23-0-0 on top chord, and 369
lb down and 100 lb up at 7-0-0, 91 lb down and 22 lb
up at 9-0-12, 91 lb down and 22 lb up at 11-0-12, 91
lb down and 22 lb up at 13-0-12, 91 lb down and 22 lb
up at 15-0-0, 91 lb down and 22 lb up at 16-114, 91
lb down and 22 lb up at 18-11-4, and 91 lb down and
22 lb up at 20-11-4, and 369 lb down and 100 lb up at
22-11-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-0=-60, 6-8=-60, 14-17=-20
Concentrated Loads (Ib)
Vert: 3=-189(F) 6=-1 89(F) 11 =-74(F) 13=-369(F)
9=-369(F) 20=-119(F) 21=-119(F)22=-119(F)
23=-1 19(F) 24=-1 19(F) 25=-1 19(F) 26=-1 19(F)
27=-74(F) 28=-74(F) 29=-74(F) 30=-74(F) 31=-74(F)
32=-74(F)
Ztaa.
al-Hnu MeeryYlm4+G+e'}ItO::'d'.t3;'SE1EP"„5EN3ll 17MS6 ]DIII'tlS:S'Opi'f9f-15Y[W;i F YEkT Ye. te,&kaq. ezeetlns MeM 4rrN'Tri" k.y.Werat!IOC MM AM.y 1. fuk Pa.t: Id_SwW.r ru M's dx— saw u 8. WWI
Iasi s..nx xms:aa ie.wix xe'xak.at. }c.lm.oesya ttm i.,.tea.as[.taer.`,a:sdmmf lr4 sep.sr,.M..ene d:,w.i.atrepra an lax. xsyam.s.1:Wndwr lor..h.me,ml.r a.q.n:..q.rx a.tat:..eew:, nw:at Anthony T. Tombo III, P.E.
m.se4n basae. =80083
xx q rrd[ .+a.n e. a 1aCWaapCrcumlt rnakuat . eryd nx5lNuaeyl:rsY}:aiaa.amP.ax, .lnlelmxntnaaaow nsa urs,onpera:r,k,k.+ oetn:sm6au,eaK: 445;St. Lucie BW.
aame WWI l..ianon.yae.N.4r.xa0.11WMmus.llie rrosaerabp.i,06,IA411.sit.a.xLes,SrmaE.to.a0-t1iibttllcgMeNaasneddHaltl. Fort Pierce, FL 34946 Pyri1hI0
2016 A-1 laof fnssrs - "aay L Iamb.III: F.E. leprdoniaa of this donmwt. in any form, is pm6Titel withnmlbe..rfien peru3ssiw floe 4.1 laaf fusses -Anthony f. Inmba Ill; P.E.
Job Truss russ ype ty Ply RYAN HOMES / SUMMERLAND
A0091431
XRSSUALS A02 Hip 1 1
Job Reference (optional)
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:45 2017 Page 1
ID:?sOQvIlzBGko2hFpRYbzzzOpep-a3yR8_8Eol QPgxSSGRgejexn4vCpznpjFweellyU pFK
r1-0-Q 6-0-5 9-0-0 15-0-0 21-0-0 23-11-11 30-0-0 31-0-0
1-0-0 6-0-5 2-11-11 6-0-0 6-0-0 2-11-11 6-0-5 1-0-01
4x4 =
3x4 = 4x4 =
Dead Load Dell. = 11/16 in
9
1
4.6 11 3x8 = 5x6 WB=
3x8 = 4.6 II
21-0-0
LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1. 5 TC 0.79 Vert(LL) 0.35 12-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 1.01 12-14 356 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 144 lb FT = 0%
LUMBER -
TOP CHORD 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 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-3-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
10 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 13)
Max Uplift
2 = 357(LC 8)
10 = 357(LC 9)
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=-726/237, 3-4=-2244/1546,
4-5=-2056/1425, 5-6=-1896/1369,
6-7=-1896/1369, 7-8=-2056/1425,
8-9=-2244/1546, 9-10=-726/237
BOT CHORD
2-14=-1261/2001,13-14=-1349/2187,
12-13=-1349/2187, 10-12=-1268/2001
WEBS
4-14=-172/299, 5-14=-291/515,
6-14=-450/366, 6-12=-450/366,
7-12=-291/515,8-12=-172/299
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
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 357 lb uplift at
joint 2 and 357 lb uplift at joint 10.
LOAD CASE(S)
Standard
ff..*."ehne re Allgr`a %j-.,UP,ile3A!1-.I'AIJemn nS JSrod'pirf Hli-8';F45MEkr Iwn. Ittdr k'p ra. Nnr.i ad xb tisrrtrs k;pOrtry!IOC;.wdf hams 1. I" mJ.11cf nnsiwidnerre. 5* U.i td a mh
ihhk_&.*e MR ktsNia @e'h4nk d4 Are B:s4e Eq .,pnhh est.N ndmsr, i[dd rare dsmn:rytx d pur4ad xgmnrng p:BikE ra tkk,,?d tkl .1pNedn tle loo hrnirFi. fxk ip qba bRki.n/&ie[ sgdktgr Anthony T. Tom III, P.E. ai.udkti..msbmetiNkei tk fwmlinddrO.xr, n»m'ssRwi:dgw'xtklwlliyD :e.ad uAtldrieM..MINNhhal'sdltiyni itrtt Ikgp.,ddMNDw/ayM1di dlkims:wtleiykelkl, Mq awlab.wlk :xsid kYe ptiiiAtd :y 80083ma:Nsgas x itana Agah sdw d ktaedaxpwx etpmdkHdkxiuc w dhm,da mupµkeHrrwauRrd nKdp.s. tnt dken ny.ukk wkksdMt:.,gym,: nt:oeks;n.itnrsxedrMn, 4451 St. Lucie Blvd. ZtMerge rtanlN s Er aesged p a r!a 1. x1 pan xssNd. ik tra,s hCm Eysp is kirk wlkxr Oni1a, xLns frs4o Erybx dm k.11ag. ig n,tlded ins:; ®. n7Ar/ x.7si.
CopyrightD20144.1loolleises-Au@ony1. Toronto lq,11.Rtpmduaionofthis document, inany form, ispro4i ued-ithoutcle-inonpermissive here A-1Roof Tresses AnthonyLlomboill. 6 Fort Pierce, FL
34946
Job Truss Truss Type ty Ply RYAN HOMES 1 SUMMERLAND
A0091432
XRSSUALS A03 Hip 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, desiiltruss-mm Hun: 8.120 s Aug 1 e 20i r Print: 8.120 s Aug in 2017 Mi r ex industries, Inc. Tue Oct to 13:53:46 2017 r
ID:?sOQvl IzBGko2hFORYibzzzOpep-2FWgMK9sZKYGH50eg8BtGrTzGJZeil1 tUaN BgBy
F
Dead Load Defl. = 5116 in
5x6 II 5x6 11
4x6 II 3x4 =
3x8 MT20HS=
3x4 = 4x6 II
I(rQ6Ef,
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.89 13-16 406 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight: 129 lb FT = 0%
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 No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-15 oc
purlins.
BOTCHORD
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 ouide.
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. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1169/55, 3-4=-2186/1561,
4-5=-1968/1385, 5-6=-1800/1341,
6-7=-1968/1385, 7-8=-2186/1561,
8-9=-1169/55
BOT CHORD
2-13=-1261/1953,12-13=-961/1800,
11-12=-961/1800, 9-11=-1266/1953
WEBS
4-13=-362/394, 5-13=-152/438,
6-11 =-1 52/438, 7-11 =-362/394
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) 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
rW-mene w.wyehrnwx we'I I IO:f igSc7!k Y ef13h11?UISt(OAmIL":K(OSieYiN[ij3IXF'.l'if6511iIr4w. irttlr asip p mwnr vl.ed Mrrtirlmi Grip Ertrp!IQC,Wne AEph'Llwk m.r.le ewr tiu!Idwe.v_EdrnkMriw szhlwMlEl. wK
WirisemrewtWes sidrewwwrwrlxwwrdd_Asrtre:w pymw{i.,`-wvh6krdwgl wpu,.n;e.:dapd<::wreiwpw y ror min rw*trwpie..seM lms:arw.ak toowh. win tnL r: zop+iwwpws. kep ua wcwn -, Anthony T. Tombo III, P.E.
wenedr O—Irmum" arnpmw mdk Is—, k Dows ndwwre grwrn kMht e•upm,ww ud 4dMR MQ(M ww Whq wtrdlml egpnd do t7t new xw udM Fwt, sdMgtw&g, wg ,.ddbrwwi wry idikwr ngw dead 80083
mWfgD p w wtrew AAwwssn dw4tO0d kMrwe wipav« dw IdCgGgww iwWmnw pSgpliWN "weSi0resdwrmwbpxdp8un.11F1Ww R npwidw Nkw sdbwn.Be pw,l,nsMge xewmtnurnwmwr,wr 4451 St. Lucie Blvd.
dMwu MW Neiwwonrpwi gww ring h,dpwB mdrN. IM Innm Eq—lst,l rw kkig kgoo.alwssl,sww hprx 0.1WH4. AanWeW mr..rmedwrlwat. Fort Pierce, FL 34946
Mpight 02016 A I It"fbosses-Ambooy L Tombo III, PI, Itpalmliow of this dotument, innny form, is prohibited witiout*, written permission from Ad Roof Losses Anthony T.lomboll1;l`,L
Job Truss rUsSType OtyFly RYAN HOMES I SUMMERLAND
A0091433
XRSSUALS A04 Hip 2 1
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:47 2017 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-W R4CZgAU Keg7vFbrOsi6o304NipxRIROjE7INdyUpFI
1-0- 6-5-13 1 - -0 17-0-0 23-6-3 30-M 1-0
106-5-13 6 6-3 4-0-0 6-6-3 6-5-13 1-0- 4.
6 II 4x6 //
Dead Load Defl. = 114 in 0E
4.
6 II 3.4 = 3.8 MT20HS= 3x4 = 4x6
It LOADING (
psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.69 11-13 521 240 MT20HS 187/143 BCLL
0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.12 9 n/a n/a BCDL
10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 133 lb FT = 0% 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. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation uide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 9 =
1260/0-3-8 (min. 0-1-8) Max
Horz 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=-1078/170, 3-4=-2249/1650, 4-
5=-1926/1395, 5-6=-1532/1289, 6-
7=-1926/1395, 7-8=-2249/1649, 8-
9=-1078/170 BOTCHORD
2-
13=-1359/2017, 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 C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=
1.60 3)
Provide adequate drainage to prevent water ponding.
4)
All plates are MT20 plates unless otherwise indicated.
5)
Plates checked for a plus or minus 0 degree rotation
about its center. 6)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
7) '
This truss has been designed for a live load of 20.
0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-M wide will fit between the bottom
chord and any other members, with BCDL = 10.
Opsf. 8)
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
ww"-
N. owmaym 0.-11Inv Imsii!Y1;Pi[13At 1(1Y56:J%PIIIuK(OSIDY{7Sf'r)Yri[k fOW:kr bs.le#IMip xiendrM r tnnit insc ksiy 0rtry!I; me Yelalq l.Iwblk;lE.bhw e Sinrldre.0 Caec, eYdriu finelnYe lCA, xq W1,
1,iY, hies nA k.aeMY, iW krad Aselras Uu4 Egme-..xbP Eq:er;Yt,rawee i0:,q,aei,aw:erb,a4RansYM ur:e,:lrespndd#fx lkav a e s:{et :h/gdnl 101 h+a, illl r kAy na 14n, kiq rdnwc,ebden tatnedk5nskwr4dtiesisYevyr,ktn,dl D.r.,k Une' abadgei MaWf k:g,:ie,aenamr Br Y(a16s i:Yy,rarx.r rk e aaa<rot.e.skY.vaatmt.:a. 1 a.,. a q, sah:ew b y,id!blb ,I.,dari Anthony T. 80083TombIII, P.E. k {wYq
ksq mtrecb. u.x,:na: xtoewr rnesw,al wmq(n Isa,n w.mtnsngebebr+rsca.,,d,ely ixlia a,n = 80083 YMm,wlmeb
e:a Ip eq won w o Pam, 4.hw, le I.. kcn [qs a E I4 Sram[ryb mlwlYq w.,Ir,
wa,nr,ane:n,ksi.,tn,s k•pr5wewales, Ya.i1, hs, 4451 St. Lucie Blvd. taYlq kslp,Ln; . uc,pdeM!ac ee,a mI. gyriph 9
2016 A Unol fosses -Amboy L I mho III, P.E. lep marri n d Ibis loom®Ir it S.y Soo, h pobibitei wabm 16 -inen pernissiw Iron A I loot fosses - Ambowy 1. Eombo Ill: P.E. Fort Pierce,
FL 34946
Job russ russ ype ty HOMES / SUMMERLANDA0091434
XRSSUALS A05 Common 5 7YR.
YAN
b Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, inc Tue Oct 10 13:53:47 2017 Page 1ID:?sOQvl IzBGko2hFpRYibzzzOpep-W R4CZgAUKeg7vFbrOsi6o307VipgRfa0jE71NdyUpFl
1-0- 8-0-0 15-0-0 22-0-1 30-0-0 1-0-
0 8.0.0 7-0-1 7-0-0 7-11-15 -0-
4x6 II
4x6 =
5.00 12
Dead Load Defl. = 318 in
3x4 = 3x8 MT20HS= 3x4 = 4x6 II
WE 30-0-0
LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.80 12-14 451 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.10 10 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 137 lb FT = 0%
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.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quidi
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
10 = 1260/0-3-8 (min. 0-1-8)
Max Horz
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. Comp./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=-1909/1552,
6-7=-1909/1552, 7-8=-1996/1528,
8-9=-2207/1601, 9-10=-944/109
BOT CHORD
2-14=-1295/1966,14-23=-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=-425/553,
6-14=-471/701, 4-14=-425/554
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) All plates are MT20 plates unless otherwise
indicated.
4) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12, 8, 14, 4, 10 and
10 checked for a plus or minus 0 degree rotation
about its center.
5) Plate(s) at joint(s) 13 checked for a plus or minus 5
degree rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) 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
n.se ft.. M.¢leretie.N1Iro,':.W15i&EL:111POE111umAIIgbIn K fAim!MtrjYA4YiINwor W.. led¢B+ge eln+udrx/xR+uR':m++ksq+dcr'sA(IA:'jalNe ldbgttwk m,rf. Adttns siMldw+rv-Cek++dMaix+aklmlk rW.rlr
1rke.,llWssaNkuderde;AL'akedd.Isrlms0es¢l wlss..sw.[yon>ussd..rmAr mmsm m.rdrnrasmrdr: nmrs.:aAsrtrrk4.pdns+eplm;Agaea loomr. t8t k+re was. AnthonyT. Tombo III, P.E.
d.ssdk?in+Ism A eekhnsryssaJgdYOra.YO+r.'+e4mei gK.ik MBg Mi¢e,'s&udeddiiM OLne I1A e11i+kd inldq rk al lH{ Ik Wro#f eNAW gRewne 060—o"W4 sMrge.dd wMwgsu:k k114-fWaid 380083
Oe trkApr ex lxenlw AA eeW sdMene lAC Wek peCi+esdryudwsdRklEqtegmed Sdeh Huemwi«Yi p16W Ir I8dSAGnnkeaNNryrdp e-1rFl etf.r+Re rtsdwvYlnlndane+d re Ne:, ksrr.,'.+s k+i{e hr'xw redlnn Yadalwn,Wns 4451 St. Lucie Blvd.
slenrrn«fmdhe;woeRegrNga P. x roq w, rA pren tiniest rkrn.+ksia[qw+isA:rqe kiketk+lpw,anns siskc[ep>nda. Wiq. AMMWan+rs.seddwdeml. Fort Pierce, FL 34946
gyriA6tD 1Q14AIlallnss:s-"ooy Ll=bolll,P.E. Reeredndia of tiffs dosomM:in tiny lean, is Probi6ited wuhonttbe nEMnrxaissiahanAIIod UAssns-Fxtbony i.lanbo lB, P.E.
Job I russ I russ Type Qty Ply RYAN HOMES / SUMMERLAND
A0091435
XRSSUAL5 A06 Hip 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:48 2017 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-?eean?B65yo_XPA1 xZDLLGZII6EWA8NAyuslv4yUpFH
r1-0-0 6-0-5 9-0-0 10 8-0 15-0 0 21-0-0 23-11-11 30-" 31-0 Q
1-0-0 6-0-5 2-11-11 1 8-0 4 4-0 6-0-0 2-11-11 6-0-5 1-0
pPo-
6x8
4x4 C 4x4 =
Dead Load Dell. = 11116 in
d
3
4.6 11 3x8 =
5x6 WB=
3x8 = 4.6 II
9-0-0
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 1.01 14-16 356 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.11 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 150 lb FT = 0
LUMBER -
TOP CHORD 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 2-2-0 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 6-2-9 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)
12 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 86(LC 13)
Max Uplift
2 = 336(LC 12)
12 = 413(LC 13)
Max Grav
2 = 1260(LC 1)
12 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-730/249, 3-4=-2248/1576,
4-5=-2086/1470, 5-7=-1723/1251,
7-8=-1904/1404, 8-9=-1897/1384,
9-10=-2056/1441,10-11=-2244/1560,
11-12=-726/240
BOT CHORD
2-16=-1290/2006, 15-16=-1367/2180,
14-15=-1367/2180, 12-14=-1281/2000
WEBS
4-16=-187/257, 5-16=-249/471,
8-16=-462/344,8-14=-346/369,
9-14=-290/509, 10-14=-174/296
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
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 12.
8) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
1taNq-naa n. . m, •LI ro.11R!c8j uaEr, aiau 1i1A!S a;a wncn,mlep r7crnxrr4uoauu' M. 1eNI shgs traaeen of rat amn a a, Inn te.ip oaxq!IW;N W 46q C Irek r[. LMnn aen m.e.ss. @mn aMxia nfaN a a, ra.ap
WlsisanxmrtWsstdksaiMke?1Cmkrdq lariras Oesf Eq ,r,lpidr Egic qe salwar 109 rgrcsri,aa:geream palrxwdatnes:yenta:4ikm ix mr kvpalY sajelm:Igo3NaIk1lD ulr.aln 181 ISea:ipnn.apw,, keel nalexr nalmaar
r dn,,n,,. ,anp.aimaao.r,ro. .aoNgeWnw o
AnthonyT Tomb80083 II, P.E.
wq q>e,:tr awnamr o:,er ix.rsi.,i;Fuiq nt.iml. nr gpr.aalnr lw.tnuw amr t:,,s: sd.wt6eraq. a,qr, eswrramNy wl Yim ya,wma = 80083
a ui Oesiprr tatral,. uaks on Ma ",IDCa/t, P.O. al pads. a iir Miht(r4na Sdsl ldaannomi gpaim 41n ind M rr 0-4* peal pace. IN edsms 6ng Anhin aldtin a me mn, Lama, un tr, Inn awblau. aki,
rOnvin aM1W Mrisea4m gam>rtaaMd prepm aM. If. InnsbNa Egsa isF 1At kiwi" owes Lrc Siam,E aarwhat IA,gI1aCs1Ns nnIdiai e. TI.
a' 4451 St. Lucie Blvd. zi Fort Pierce, FL 34 4b
orpilMa1W651 t>oftntsa-AelhoayLloaSe lll; P.F. Rapmiunion of this docrme,t, in any farm, is prdiliritel wehouttie wtinee Prrmissia,lma 4 1 EaalbrssesAFtYoryi.laalo Ill: U.
o russ runs ype ty y RYAN HOMES / SUMMERLAND
A0091436
XR5SUAL5 A07 Roof Special Girder 1 1
Job Reference (optional)
e-1 ...r..,. ,..w..-..,,,_ ram- 1- n.a 1. IMF o...a
Al KOOr i russes, r'on r ierG , r'L -, uearyr,L,n r u
4.4 =
4-5-12
P•IZit' ]
Dead Load Defl. = 7116 in
6x6 II 3.8 =
5x10 MT20HS= 3x8 = 6x6 = 400 =
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.35 12-13 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) 0.78 12-13 464 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-MSH Weight: 160 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 `Except*
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 `Except'
B2: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-1-5 oc bracing.
WEBS
1 Row at midpt 6-15
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 1833/0-3-8 (min. 0-2-3)
10 = 2704/0-3-8 (min. 0-2-4)
Max Harz
2 = 86(LC 13)
Max Uplift
2 = 493(LC 8)
10 = 853(LC 9)
Max Grav
2 = 1833(LC 1)
10 = 2704(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1339/31, 3-4=-3481/954,
4-5=-3234/937, 5-6=-3236/928,
6-7=-5770/1809, 7-8=-5770/1809,
8-9=-5595/1775, 9-10=-5640/1809
BOT CHORD
2-15=-851/3127, 14-15=-1408/5116,
13-14=-1408/5118, 13-23=-1529/5214,
12-23=-1529/5214,10-12=-1582/5092
WEBS
4-15=-254/295, 5-15=-580/2161,
6-15=-2903/1008, 6-13=-398/944,
WEBS
4-15=-254/295, 5-15=-580/2161,
6-15=-2903/1008,6-13=-398/944,
7-13=-284/189,8-13=-3381709,
8-12=-315/1267,9-12=-139/256
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 493 lb uplift at
joint 2 and 853 lb uplift at joint 10.
9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13,
14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27,
28, 29, 30, 31, 32, 33, 34, 35, 36 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 285
lb down and 237 lb up at 23-0-0 on top chord, and
1354 lb down and 452 lb up at 21-4-12, and 369 lb
down and 100 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-5=-62, 5-6=-62, 6-8=-63, 8-11=-62,
16-20=-21
Concentrated Loads (lb)
Vert: 8=-189(B) 12=-369(B) 23=-1354(B)
2) Dead + 0.75 Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-52, 5-0=-52, 6-8=-52, 8-11=-52,
16-20=-21
Concentrated Loads (lb)
Vert: 8=-1 60(B) 12=-328(B) 23=-1 179(B)
3) Dead + Uninhabitable Attic Without Storage: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-5=-21, 5-6=-21, 6-8=-21, 8-11=-21,
16-20=-41
Concentrated Loads (lb)
Vert: 8=-89(B) 12=-338(B) 23=-948(B)
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=47, 2-5=24, 5-6=25, 6-8=20, 8-10=25,
10-11=15,16-20=-11
Harz: 1-2=-58, 2-5=-35, 5-6=36, 8-10=36, 10-11=26
Concentrated Loads (lb)
Vert: 8=158(B) 12=76(B) 23=442(B)
5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=15, 2-5=25, 5-6=24, 6-8=37, 8-10=24,
10-11=47,16-20=-11
Harz: 1-2=-26, 2-5=-36, 5-6=35, 8-10=35, 10-11=58
Concentrated Loads (lb)
Vert: 8=137(B) 12=76(B) 23=442(B)
6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=4, 2-5=-6, 5-6=-5, 6-8=-10, 8-10=-5,
10-11=5, 16-20=-21
Harz: 1-2=-25, 2-5=-15, 5-6=16, 8-10=16, 10-11=26
Concentrated Loads (lb)
L:ontlnuea on page z
tIruey-
BruMw¢Irnw'. ne'YI N:; ?tISSO;'1i 0"; s1e3At IEYlS L;OnaIIICeS (tl5?mtloti'; YX19et[EGKrI' Ms. Irae kilp rymees w roman, r tis tnssk,iPdcrq(IOtl)w m 1enw1. tale tl:; l.I.Idne.t Simldue eu. Yenu An.iu stlel a qe 7aa, sdi ifil.
aew rltln,id M.W. I. Zo nlu red M'Trns Sena lgweju,SP:aer boa.,M sW amTH i7vodi a asgnnt do pdtss'oweeparyrapctl"Inle ksy doe sap lms nymlr 6el00air i.?RL tie a,gtmwiaw, Into" traias, sald¢g Anthony T. Tornbo III, P.E. caned
ecs'nnnr wte8¢y nt sPno:imdbo.ar,f o-"edm,eegw.v kimmoe:ign,adewtndn, nenelflwtirbaisriuy,.k tTNt. ne yp,d ilia MW w tltunr OWtm:::e.eief lam. d.ePJ"IeNnaai aaig ud Mom ulla,r o9 # 80083 deW6l
wsiPer aelaaWa wan seeds 4Wall. Fee- w Pwlr, d arpivaf 6grW SAIv ld vecarlmodesw 4 l' al SxA n rda .niup dlaiae. Wt uAas& nsrasiNmnwart: d n:h,s,@vpe.-n,, eesgt tyotnw inn van W-1 4451 5t. Lucie Blvd. dk.
lu:r lpt:w.ttPwgaahae.ytesanhd.?kln,enwrtra«Weern<rnyiasip..?n„s„n.rgredarwwg.wtged wa:s.tnurwctnt Fort Pierce, FL 34946 epyrgh
0 2i116 A l Root Tm5es Aallneyl.ImbolflM. Reptadudion of tkis dwuaeet, in any torn, is prebibitedwitbuot the Widen prnissia fro.A-1 Roof fresses-"coy 1. la le III, P.I.
Job Truss cuss I ype ty y RYAN HOMES I SUMMERLAND
A0091436
XRSSUAL5 A07 Roof Special Girder 1 1
Job Reference (optional)
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 8=230(B) 12=100(B) 23=452(B)
7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=5, 2-5=-5, 5-6=-6, 6-8=7, 8-10=-6, 10-11=4,
16-20=-21
Horz: 1-2=-26, 2-5=-16, 5-6=15, 8-10=15, 10-11=25
Concentrated Loads (lb)
Vert: 8=209(B) 12=100(B) 23=452(B)
8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=27, 2-5=37, 5-6=20, 6-8=20, 8-10=20,
10-11=10, 16-20=-11
Horz: 1-2=-38, 2-5=-48, 5-6=31, 8-10=31, 10-11=21
Concentrated Loads (lb)
Vert: 8=164(B) 12=76(B) 23=442(B)
9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=10, 2-5=20, 5-6=37, 6-8=37, 8-10=37,
10-11=27,16-20=-11
Horz: 1-2=-21, 2-5=-31, 5-6=48, 8-10=48, 10-11=38
Concentrated Loads (lb)
Vert: 8=121(B) 12=76(B) 23=442(B)
10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=27, 2-5=37, 5-6=20, 6-8=20, 8-10=20,
10-11=10,16-20=-11
Horz: 1-2=-38, 2-5=-48, 5-6=31, 8-10=31, 10-11=21
Concentrated Loads (lb)
Vert: 8=164(B) 12=76(B) 23=442(B)
11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=10, 2-5=20, 5-6=37, 6-8=37, 8-10=37,
10-11=27,16-20=-11
Horz: 1-2=-21, 2-5=-31, 5-6=48, 8-10=48, 10-11=38
Concentrated Loads (lb)
Vert: 8=121(B) 12=76(B) 23=442(B)
12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=17, 2-5=7, 5-6=-10, 6-8=-10, 8-10=-10,
10-11=-0, 16-20=-21
Horz: 1-2=-38, 2-5=-28, 5-6=11, 8-10=11, 10-11=21
Concentrated Loads (lb)
Vert: 8=237(B) 12=100(B) 23=452(B)
13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-0, 2-5=-10, 5-6=7, 6-8=7, 8-10=7,
10-11=17,16-20=-21
Horz: 1-2=-21, 2-5=-11, 5-6=28, 8-10=28, 10-11=38
Concentrated Loads (lb)
Vert: 8=194(B) 12=100(B) 23=452(B)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Plt. metal=0.90
Uniform Loads (plf)
Vert: 1-5=-21, 5-6=-21, 6-8=-21, 8-11=-21, 16-20=-21
Concentrated Loads (lb)
Veil: 8=-74(B)12=-204(B)23=-654(B)
15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) Left): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-33, 2-5=-41, 5-6=-40, 6-8=-44, 8-10=-40,
10-11=-33, 16-20=-21
Horz: 1-2=-19, 2-5=-11, 5-6=12, 8-10=12, 10-11=19
Concentrated Loads (lb)
Vert: 8=170(B) 12=56(B) 23=180(B)
16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) Right): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf) Continued on page
Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:49 2017 Page 2
I D:?sOQvIlzBGko2hFpRYibzzzOpep-TgCy_LCIsFwr8ZIDV HkauU5QOW VpvWyJAYcrRWyUpFG
Standard
Vert: 1-2=-33, 2-5=-40, 5-6=-41, 6-8=-31, 8-10=-41,
10-11=-33, 16-20=-21
Horz: 1-2=-19, 2-5=-12, 5-6=11, 8-10=11,
10-11=19
Concentrated Loads (lb)
Vert: 8=154(B) 12=56(B) 23=180(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-23, 2-5=-31, 5-6=-44, 6-8=44, 8-10=-44,
10-11=-37, 16-20=-21
Horz: 1-2=-29, 2-5=-21, 5-6=8, 8-10=8, 10-11=15
Concentrated Loads (lb)
Vert: 8=174(B) 12=56(B) 23=180(B)
18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-5=-44, 5-6=-31, 6-8=-31, 8-10=-31,
10-11=-23, 16-20=-21
Horz: 1-2=-15, 2-5=-8, 5-6=21, 8-10=21, 10-11=29
Concentrated Loads (lb)
Vert: 8=142(B) 12=56(B) 23=180(B)
19) 1 st Dead + Roof Live (unbalanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-62, 5-6=-22, 6-8=-23, 8-11=-22,
16-20=-21
Concentrated Loads (lb)
Vert:8=-285(B) 12=-369(B)23=-1354(B)
20) 2nd Dead + Roof Live (unbalanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-22, 5-6=-62, 6-8=-63, 8-11=-62,
16-20=-21
Concentrated Loads (lb)
Vert: 8=-189(8) 12=-369(B) 23=-1354(B)
21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-52, 5-6=-22, 6-8=-22, 8-11=-22,
16-20=-21
Concentrated Loads (lb)
Vert: 8=-233(B) 12=-328(B) 23=-1 179(B)
22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-22, 5-6=-52, 6-8=-52, 8-11=-52,
16-20=-21
Concentrated Loads (lb)
Vert: 8=-160(B)12=-328(B)23=-1179(B)
23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=47, 2-5=24, 5-6=25, 6-8=20, 8-10=25,
10-11=15,16-20=-11
Horz: 1-2=-58, 2-5=-35, 5-6=36, 8-10=36,
10-11=26
Concentrated Loads (lb)
Vert:8=-148(B) 12=-226(B)23=-584(B)
24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=15, 2-5=25, 5-6=24, 6-8=37, 8-10=24,
10-11=47, 16-20=-11
Horz: 1-2=-26, 2-5=-36, 5-6=35, 8-10=35,
10-11=58
Concentrated Loads (lb)
Vert: 8=-1 60(B) 12=-226(B)23=-584(B)
25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=4, 2-5=-6, 5-6=-5, 6-8=-10, 8-10=-5,
10-1 1=5,16-20=-21
Horz: 1-2=-25, 2-5=-15, 5-6=16, 8-10=16,
10-11=26
Standard
Concentrated Loads (lb)
Vert: 8=-75(B) 12=-202(B) 23=-574(B)
26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plq
Vert: 1-2=5, 2-5=-5, 5-6=-6, 6-8=7, 8-10=-6,
10- 11 =4, 16-20=-21
Horz: 1-2=-26, 2-5=-16, 5-6=15, 8-10=15,
10-11=25
Concentrated Loads (lb)
Vert: 8=-87(B) 12=-202(B) 23=-574(B)
27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
1st Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=27, 2-5=37, 5-6=20, 6-8=20, 8-10=20,
10-11=10,16-20=-11
Horz: 1-2=-38, 2-5=-48, 5-6=31, 8-10=31,
10-11=21
Concentrated Loads (lb)
Vert: 8=-141(B) 12=-226(B) 23=-584(B)
28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
2nd Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=10, 2-5=20, 5-6=37, 6-8=37, 8-10=37,
10-11=27,16-20=-11
Horz: 1-2=-21, 2-5=-31, 5-6=48, 8-10=48,
10-11=38
Concentrated Loads (lb)
Vert: 8=-166(B) 12=-226(B) 23=-584(B)
29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
3rd Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=27, 2-5=37, 5-6=20, 6-8=20, 8-10=20,
10-11=10,16-20=-11
Horz: 1-2=-38, 2-5=-48, 5-6=31, 8-10=31,
10-11=21
Concentrated Loads (lb)
Vert:8=-141(B) 12=-226(B)23=-584(B)
30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
4th Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=10, 2-5=20, 5-6=37, 6-8=37, 8-10=37,
10-11=27, 16-20=-11
Horz: 1-2=-21, 2-5=-31, 5-6=48, 8-10=48,
10-11=38
Concentrated Loads (lb)
Vert: 8=-166(B) 12=-226(B) 23=-584(B)
31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
1st Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=17, 2-5=7, 5-6=-10, 6-8=-10, 8-10=-10,
10-11=-0,16-20=-21
Horz: 1-2=-38, 2-5=-28, 5-6=11, 8-10=11,
10-11=21
Concentrated Loads (lb)
Vert: 8=-69(B) 12=-202(B) 23=-574(B)
32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
2nd Parallel: Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-0, 2-5=-10, 5-6=7, 6-8=7, 8-10=7,
10-11=17, 16-20=-21
Horz: 1-2=-21, 2-5=-11, 5-6=28, 8-10=28,
10-11=38
Concentrated Loads (lb)
Vert: 8=-93(B) 12=-202(B) 23=-574(B)
33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6
MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
n«dy.RwMrxyl¢rerin ow -AI foul musN"ar"aBAllz-w6(0n01numrr75'DY,'Wi.---jmcir"rSIwlrs. trrNtfnip udm WrW Wer«Aittmt k!ip drry!IrCJWM/dM'I.rWfG!.rE khm;fiin!klmru. kleesdM'iu udelmnelW,
h5la-ft deks sklkrsdktkiDuk10A.111.1-urw blon.j e,*,*4-", V,A our wgresMs gft,0% 0siWegoxrigrppudfill it Ikksipd4wrk,rt rnl Tikpnnqu«r, w.1c, samaq Anthony T. Tombo Itl, P. E. nr
tW-4rnT-I. t.tlrgkryrsiklAAtd40a.,k0.w'sa/nvei tpf«k>MI6frss:e«lt uketldMOChlKmiNk isl4nkdrnL Ik""0&1WWM&M-dMru:W"k dki sl«gr kAdM wkn y Wklk re wsnidrd rawqosier
ei[rdrkr All h"nwk nrloo M:trpMirnnl rM Wslu"rd«a:dl«pa«ipd- Inledws Ae reHwsyDne: miknndlk lids, Gslprr .ins Wo lsn- wtnss 11.0.*.. rdess :180083 dk,•
ns «nWkr: sewr WWwrrp.«ur:rrk k: k:. ram« y. ms"o--frhWklF1 4451 St. Lucie Blvd. apd.map a vnkd.l rn;,kwr wv m:«lros,4«m[ dgkJf opydght
02016 Ad 139 Fusses - Arthony 1. fombr ill,F.L Reprdunim of this dwinow, in my form, ispfokihiled rilhomrhe.rineft pernissim bon 4 1 Roof FleSseS- Wolf, 1. iombn ill, p.L Fort
Pierce, FL 34946
Job Truss Truss Type ty Ply RYAN HOMES I SUMMERLAND
A0091436
XRSSUALS A07 Roof Special Girder 1 1
Job Reference (optional)
AT KOOt I russes, ton tierce, rL J4a, oesignUma in
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-2=-33, 2-5=-41, 5-6=-40, 6-8=-44, 8-10=-40,
10-11=-33, 16-20=-21
Horz: 1-2=-19, 2-5=-11, 5-6=12, 8-10=12, 10-11=19
Concentrated Loads (lb)
Vert: 8=-114(B) 12=-285(B) 23=-908(B)
34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6
MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-33, 2-5=-40, 5-6=-41, 6-8=-31, 8-10=-41,
10-11=-33, 16-20=-21
Horz: 1-2=-19, 2-5=-12, 5-6=11, 8-10=11, 10-11=19
Concentrated Loads (lb)
Vert: 8=-123(B) 12=-285(B) 23=-908(B)
35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6
MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-23, 2-5=-31, 5-6=-44, 6-8=-44, 8-10=-44,
10-11=-37, 16-20=-21
Horz: 1-2=-29, 2-5=-21, 5-6=8, 8-10=8, 10-11=15
Concentrated Loads (lb)
Vert: 8=-109(B) 12=-285(B) 23=-908(B)
36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6
MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-37, 2-5=-44, 5-6=-31, 6-8=-31, 8-10=-31,
10-11=-23, 16-20=-21
Horz: 1-2=-15, 2-5=-8, 5-6=21, 8-10=21, 10-11=29
Concentrated Loads (lb)
Vert: 8=-127(B) 12=-285(B) 23=-908(B)
dun: 8.120 s Aug 16 2017 Print: 8.120 s Au 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:49 2017 Page 3
I D:?sOQvllzBGko2hFpRYibzzzOpep-TgCy_LCIsFwr8ZIDVHkauU5QOW VpvWyJAYcrRWyUpFG
nry FinszllutyYlrrede.l.'1110;i!IBS<.S'5:}eff33t lFt!!Stt 10I11C1S(OSINIIVftjY[4Y:IOWik1'Me. fairy Mip ircnintdred xhfrtit lrzupfip Crtry?IACjMW Ybwr Llr hlB;rE 4Mew Simldre w. kkn Mlnaiu rmMnRe lEl.
INTtireraet rlaftsgk sd to kt'Ohrkfaa nouns kwp.[g ;12..$rRtlRJ ftgllftplk 31 1NYf1741trR5dfOM,lrh 11101/1111.wr tgaM rr,peoa.+. tt kupe s rt:arwrr r.too nir.+ra tnl r:rrp+s;.yo.s.uaw umrc,dmaq Anthony ' T. Tomta III, P.E.
odwan' .nsiwogttikg 4 prffi!g/IYova,IkOrw eAaudgMa4 M7is4oes pe,nleuhrAhtICIkI kIIjdb:14gn4e1RI1.Ikgp.fdinrNlNMfieN,tan.t,w::aa.t n.pe xin..tk.al ir.a4waamra 80083
ne tK7dik prod ltrtaOtr a k, to M.P. In odtie F.M odpid-aIstkuq roapeer SAtrI6Me-I`"r"44 Mail SKI rAanW Ypard}iloro RFl edits etasrw,slr,alamsaae>,ts. R9pe, 5ns ksip Ek-Wins mdaira: ties 4451 St. Lucie Blvd.
onaww rehMhriromtpedtrrn vimg lr oR yaks grtNd. le tress ksyo[gaais Klne kNiq ktipa,alrw Srwm Etpraamtrolq. 3fl;gMkN kes et esaaduml. Fort Pierce, FL 34046
4ppilht9241fkillui Gasses h600yl.1.1, 101. Itemlmim Of ibis Bremen, inewy form, isp oiil0tlwuhow is written peroistiwI-A-1 loos Losses- lmthocy L Twit. lll: P.E.
Job I russ Truss I ype Qty[1y RYAN HOMES / SUMMERLAND
A0091437
XRSSUALS B01 Hip Girder 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design a@al tmss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:50 2017 Page 1
I D:? sOQvl I zBG ko2 h F p RYi bz=Ope p-xOm KBhC NdZ2hmiKQ3_FpQhefOwu Se5h S PCLPzyyU p F F
7-0-0 10-8-0 14 4-0 21-4-0 22-4-0
10-0' 7-0-0 3-8-0 3-8-0 7-0-0
Dead Load Dell. = 3116 in
5x8 II 1.5z4 II 5z8 = 1.5x4 II
Sz8 II
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2014frPI2007
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31
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 2-9-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-5-12 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 Horz
2 = 59(LC 9)
Max Uplift
2 = 650(LC 8)
8 = 650(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=-1214/289, 3-4=-3341/1241,
4-21=-3491/1397, 5-21=-3491/1397,
5-22=-3491/1397, 6-22=-3491/1397,
6-7=-3341/1241,7-8=-1214/289
BOT CHORD
2-12=-1087/2997, 12-23=-1087/3015,
11-23=-1087/3015, 11-24=-1046/3015,
10-24=-1046/3015, 8-10=-1047/2997
WEBS
4-12=-2/507,4-11=-3367735,
5-11=-565/382, 6-11=-336/735,
6-10=-2/507
CSI. DEFL. in floc) I/defl Ud
TC 0.72 Vert(LL) 0.1710-11 999 360
BC 0.73 Vert(TL) 0.3511-12 739 240
WB 0.28 Horz(TL) 0.11 8 n/a n/a
Matrix-MSH
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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 650 lb uplift at
joint 2 and 650 lb uplift at joint 8.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 236
Ib down and 237 lb up at 7-0-0, 119 lb down and 140
Ib up at 9-0-12, 119 lb down and 140 lb up at 10-8-0,
and 119 lb down and 140 lb up at 12-3-4, and 236 lb
down and 237 lb up at 14-4-0 on top chord, and 369
lb down and 100 lb up at 7-0-0, 91 lb down and 22 lb
up at 9-0-12, 91 lb down and 22 lb up at 10-8-0, and
91 lb down and 22 lb up at 12-3-4, and 369 lb down
and 100 lb up at 14-34 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 (pit)
Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20
Concentrated Loads (lb)
21-4-0
PLATES GRIP
MT20 244/190
Weight: 100 Ib FT = 0
Standard
Vert: 4=-1 89(B) 6=-1 89(B) 12=-369(B) 11 =-74(B)
5=-119(B)10=-369(B)21=-119(B)22=-119(B)
23=-74(B)24=-74(B)
Pddg-nauf moynrin W111a."iIB',53;SF;kEY';, ilA3}t FIX6 FAMMi9S'bYi IUi:t'jifIIA01f(biY:XT Wn,Wt in, PrmdntW-iw sunit I—blippt01,111°ImilkIdyl 1.In.MII. lF.10—V SieW,ru. Cekss kAeriefile/nNrc 160. Wt Ml.—Ift
pa 1Wknd6rk-,K%krdd Ispiress aesC [ywn q.e., Spe;all fmpwei'&sdwtq lY gns swrrtp4ttlk pdrsadegk:ttx4 tepp;&Yr lxlr ksgptl4sallt irt•: iq tugeibl nli.yn 181 rxk4p-.Irw,4uiei teNEp[s, tdfd`A, wi.xd,
t,imsktnbitlgfMfetPpuulardib.pa,ka—", migWxlkbiW hsiper,bU' ddMC&KWftlow idM4AM1l:1.IkW—Iilk PJfw( raw 0MF.ss.saein wdy,Wq,,i:lUWyykaryud:YYenSenapa Anthony aT. 80083TombIII, P.E. k Br:Marbsiptr kelymfw Iaedts
sd this kla0nfk pdata nl pdekntlkkil/:q(gtml kkh l,kxd'w,NSppdYskl b lMwl WAni—4*I—ip/w t IKI fi Ik.spntkMktdkbsdkhn, bsipn,'nss Mip'aapn ylnss MoA:lwa,p&ss s s 80083 Anriv idmdMp:crap
epM gwM
nag llparyy imhw. In Tmski Egann F,ikbnligbtiPz uLn, 1psux[SO" dm,Iddy. A cepwelf—I /dnnx181. 445-er.LUde 3404 Fort
Pierce, FL 34946
EMITi9b9291dAdlihP.E.
Reprdumix aftlis do<omem,ia rnp form, is ptobtbMxd wnhouttbn nfinn pnmissianfmw 5-I loot Tnssts kmhory i.Tambo Ill;Pt.
oITruss russ Type uty Ply HOMES / SUMMERLAND
A0091438
XRSSUALS 802 Hip 1 1 IRYANJobReference (optional)
Roof Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:51 2017 Page 1
ID:?sOQvilzBGko2hFpRYib=Opep-PDKjP1 D?OtAYOsvedhn2zvBuFKFUNaUcesSyWPyUpFE
1-0-0 6-0-5 9-0-0 12-4-0 15-3-11 21-4-0 2210
1-0-0 6-0-5 2-11-11 3-4-0 2-11-11 6-0-5 1-0-0
4x4 =
4.4 =
Dead Load Dart. = 3116 in
3x4 =
3x4 =
3x4 =
3.6 II 3x6 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 11-20 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.33 11-20 775 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.04 9 n/a n/a
BCDL 10.0 Code FBC2014f rP12007 Matrix-MSH Weight: 97 lb FT = 0%
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 4-6-7 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-5-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 913/0-3-8 (min. 0-1-8)
9 = 913/0-3-8 (min.0-1-8)
Max Horz
2 = 74(LC 13)
Max Uplift
2 = 260(LC 12)
9 = 260(LC 13)
Max Grav
2 = 913(LC 1)
9 = 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-838/87, 3-4=-1444/1057,
4-5=-1220/916, 5-6=-1095/885,
6-7=-1220/916, 7-8=-1444/1057,
8-9=-838/87
BOT CHORD
2-13=-819/1282,12-13=-569/1095,
11-12=-569/1095, 9-11=-824/1282
WEBS
4-13=-310/347, 5-13=-171/305,
6-11 =-1 71/305, 7-11=-310/347
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;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) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) r This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) 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 9.
LOAD CASE(S)
Standard
Andy-fixMw1lhmn6e'IItOG"IF.S1MI13011cKils'nmiaEr;A(VI MIlrks. Ik:It.4hnnS'Nlehrew w,r.lnrlu,wtd wrltt.up 161az
r,.m das sink rs,JW nr TNVkraa. A.In:.a:s ty:e{ie..!p:wh [y ;ksd sl mn ryresms a;sporrempdr:,:i rympe:a.rn prmr par,Irr :sq a wzloo q.watnt txn;yessn.ryns, a wa s, wa a AnthonYT. Tombo III, P.E. w.
wam;m,rx.rwsy s.y nnarn.,r.n.Prue.ad.p nmwmlhpn,awnQrar rnrro[fasl«Ana erntlkre,aalkrww rkun.w t ss::mtyk ya.yr..wwr ik:vckrnys wnra a80083 ritk4ykupwwe[
xtenn AnMesu MwRihCdM px [e edpadx d kk Sgesxpxe de NwmnnMS pinkll!R WStUniManlNpnxdpw.e 1M11edw sw nprdrWw Ik sw brs,k g Tinsksge yxaeeilnssMm0.Mw,a l$- 4451 St. Lucie Blvd. elnxnr
rRmik e;bwtpwgatrs ly.1w5et wnw.lkT.'"Eyarw. is l:I tY knly Asipw;kns SrWx hp. day W4.4, NcgndtN ccnnedW kFt4L Fort Pierce, FL 34046 OpyrilhiC
20I4A.l lorrilosses Aolhoeyl.I=bolll,P.L Reptoduaim of this dosomnet, in any form, is prohibited without the wrinen perroinin Iron A-1 tool Dosses AntA.yLlomho ill; P.E.
Job 1russ I ype Qty Ply RYAN HOMES I SUMMERLAND
A0091439
XRSSUAL5 B03 Common 2 1
Job Reference (optional)
A! Pews i ruses, Fort Pierce, FL 34946, design@alimss.com Hun: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Toe Oct 10 13:53:52 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-tPtScNEd9AIP?OUoAPIHV6j3DjW36?ylsWgV2ryUpFD
1-0-0 6-5-7 10-8-0 14-1%8 21-4-0
1-0-0 6-5-7 4-2-8 4-2-9 6-5$
04 =
3x6 II 5x8 = 3.6 II
10-8-0 21-4-0
Dead Load Deft. = 114 in
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-17 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.44 10-17 576 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 96 lb FT = 0
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 4-7-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
Accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
2 = 913/0-3-8 (min. 0-1-8)
8 = 913/0-3-8 (min. 0-1-8)
Max Horz
2 = 86(LC 12)
Max Uplift
2 = 274(LC 12)
8 = 274(LC 13)
Max Grav
2 = 913(LC 1)
8 = 913(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-923/55, 34=-1433/1075,
4-5=-1127/850, 5-6=-1127/850,
6-7=-1433/1075, 7-8=-923/55
BOT CHORD
2-10=-832/1271,8-10=-837/1271
WEBS
5-10=-394/604, 6-10=-370/444,
4-10=-370/444
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) r 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 274 lb uplift at
joint 2 and 274 lb uplift at joint 8.
LOAD CASE(S)
Standard
Irariry-Flan ! rear ae'411g9f itgSSB{S[7y i[t3AI ILYS t;;1kDl CIS (ilf?Otl IYFf} llt6;idgiYEkT are. Inh Mip raraane el jai rdas a mis ims k.grprrq R'; W W Irtaq t task Ik.1.E Idcnn iknMae.u. Aekn deritt pnx r h RI, aq
ATaaidn Baas xagknx as gr'OCakedd lsgin:sgae fgae i ,Sp rh hprerA eesdarj l4, rehes saa:ardrrdm hra:daalayaaralrnM=d3a a'fr ksgadlk syai ;kFooalnik100ap aen lFFL raksga ns qpa axaludnas, aalgA(
waeda. ,taara;aylge Faaamaror.a,rn..e<ragaer aewe.n,kaaraanaMUCgelamdrtrdk armni(.rk AnthonyT.TomboItl,P.E.
ea tRl o-r a taairgar naa nr'adaargsa+gr '
fir 4h^ddaalClaeia(feN dear:ru;adtlykodalaageiesW;egwexk ulsidikgrr<yasdRld = 80083
LuciehakesalprefwsdbMilfal(agaMSka a4tgdw(pSphKsklhr:dSlUnidawtk Finai hikaa iM1reeNa tk nspagl'aaa axkeaatkrr:.,t .a.: nrssk.y.:gfgrnwo-n uaaara was
xan.nrMmxN q (agatgaN ep 4 sngrq M aq hgar nnkx. la (rase Dew [gaxr is x r M Wikkt Dniga, a un, srna [yarn rim, a:uar. sn;arnanx s::.a rs aegw : m_r. 4451 St. Lucie Blvd.
pyrigh9iQ16AdIggtLqss:r-llgtigqyl.Tqahqlll,l.E, tt lrglIXllgtgithis dDlOaggt.IgPay (grgl,iSPrgSllli[IalillgUi'MaltikRrE(YiSSagliga4 ll3giTfg35tS-Aeibggyt.tga Jqlll;t.E. Fort Pierce,
FL 34946
Job Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0091440
XR5SUAL5 B04 Common 3
n nn1-.
1
n__..
Job Reference (optional)
a .nn - n..- .c 111T :Te r..w..rwe i...- T„n l rr sn 1'i-S F'i 7n17 P...
Al Roof Trusses, Forl Pierce, FL 34946, designaa
i
6-5-7
uID:?sOQvl
Erc08
Dead Load Defl. = 114 in
3.6 11 5x8 = 3.6 II
10-8-0
10-8-0
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.14 9-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) 0.39 9-12 649 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 94 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
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 4-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-11-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
8 = 887/Mechanical
2 = 953/0-3-8 (min. 0-1-8)
Max Horz
2 = 95(LC 12)
Max Uplift
8 = 227(LC 13)
2 = 255(LC 12)
Max Grav
8 = 887(LC 1)
2 = 953(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-914/34, 3-4=-1496/1054,
4-5=-1178/834, 5-6=-1178/834,
6-7=-1500/1057, 7-8=-950/82
BOT CHORD
2-9=-844/1327, 8-9=-848/1332
WEBS
5-9=-387/629, 6-9=-388/444,
4-9=-382/439
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 227 lb uplift at
joint 8 and 255 lb uplift at joint 2.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-5=-62, 5-8=-63, 10-14=-21
tRaskl
Mnr aawp!mka lYe'!ir]-r."IEUSi s!SEtiO'a bEX411€it4ktt01Fdih7sf:ES1C!"i5!0'1FiCtl91F,i7WfAr hm,tai±ks rawsrrs«rM uk:wrn;rtxs k4p ax«ii10@; wi firlpNgl lmwlR i;.hMnu UM khtt w. tlwss u9sr•irt oaiwte'rB,wW
lk;d mnM rkvs dsEkn.'i4&NOxk wit lsrhssksiy 5pea. e,lNc r Sr; sNwery100 rnsae,w.w,w;ra headeaW a aey nyasaPsr kr deasgrd6e says€ar rgKkdwde Hawk ww m ikw yrnrwgtiw;; b4el wWiras,s fdf4r Anthony T. Tombo 111, P.E.
n dmsmr,a w augn m rpeu®s wpm Iaty.a'srba reww hxmyksgq. i .m:a d,!«asxd«ap;m«ml. rwgpediNl B«w id1 d# mr,asni w9,rb5awwakwag W k5 Uri 3 80083
akin rcw .All-dwr .w0f.in a,*P*r.,0W twh sd U".*nmaa"mv;r+r,wdq rr,m Skswrrdaw,mb, F ow. tn: lriwsie.4.1w ,Wim, 0Hr rms 1.4.: im.[Gp In-.4 Tmskwrrumr,.deu 4451St, 'LllCP Blvd. aaia ddrdnrkGr gal
Rw.e,+rk,fnapars:nnM.;ktns hs tr. ha art5upat.ss:isan€aawr kioy. is waradmc:mohwlanu. Fort perce, FL 34945 Copyright 2016 ATAW
lnsses-Aistleey 1. lewhe ill, P.E. Ftprodauian of this dmswertr, ieoey lerw, is poki6'ad.ithal The vidhe perwissia flow A-11W lmms-AerheeyLl-li. ,P.L
oTruss Truss type QtY Ply HOMES / SUMMERLAND
A0091441
XRSSUAL5 CJ1 Comer Jack 10 1 IRYANJobReference (optional)
Al Roof Trusses, Fort fierce, FL 34946, des!gn(aaa 1 truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:53 2017 Page 1
ID:?sOQvl lzBGko2hFpRYib=Opep-LbRTc IFFwUQGdA3_k6pW2KGIn75ErVov5Aa3aHyUpFC
1-0-0 0-11-11
1.5x4 =
0-11-11
0-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 5 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 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 = 10/Mechanical
4 = 5/Mechanical
5 = 150/0-3-8 (min. 0-1-8)
Max Horz
5 = 40(LC 8)
Max Uplift
3 = 10(LC 1)
4 = 5(LC 1)
5 = 86(LC 8)
Max Grav
3 = 11(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=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) Bearing atjoint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) 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 86 lb uplift at joint 5.
LOAD CASE(S)
Standard
arry Flmr tivrrdr rnva de'I IIV:f(gSf3'k1R-ys t3A11i7Xf6JY0Il1BK!3S!011i tOf-.fEl[[GY[[GWfkT bn.lad!luip lneEatel rM tNtrmt lrett ksip Onxy?ICC';dYlrpy l.Irkq.r..Irlaear Ser.Idae rn. OWnrMtiin mMr0.e lE0, wry
I4htmrem r esttllketnM4r (OCvkrdd Is elms6eto tgix ie, Mry Fgkar`F lk sal parj(69 rgnenlsra:gkudlk Pdr;kul a9knriy e:p:ded o0kdP1M em/eL ,
ilk1—:klUr h worn( rx 146 gkrs, krala. cuwti Anthony T. Tombo III, P.E. Zt 4gpwddtle tU/wrr fide dtleimt.'udkigkriy tkgeaddawaJ f.wre udlkknspsM4rdIkIxUyB.'" o lwmr 1®rhs sa MallelhC nl to FlocSm wl pddxsddrMdear trr wlSdeh h/asrWMS@pKekehmwSiU n da bPnadtlar!Nl tdnn tle nsneili4M rl tlertdte hrsS L"a. Tun k..P:gna w!ntt Ma.ln ra .&n 80083
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
o,pi9h!91@I{A-11>ofhisses -Anthony l.lanho itl, F.E.i[PrOd&rldel lrthis {Oetl0C9e. in any form, I5 Pe0AlI1IGdWitham ribiarIIkR PRwISSIN hpq A I tJDI TIt55lS-AR!h0[r T. flghO III: P.E.
o cuss ype111ty y RYAN HOMES / SUMMERLAND
A0091442
XRSSUALS 7-'
uss-
Comer Jack 8 1
Job Reference (optional)
At Hoot I russes, Yon r!erce, rL awauo, aesign(Oa n Run: 8.120 s Au 16 2017 Print: 8.120 s Augg 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:54 2017 Page 1
ID:?sOQvIIzBGko2hFpRYibzzzOpep-pn?rl3FthoY7FKeB lgKlbXpUiXRQay22KgJc6jyUpFB
1-0 1-5-11
1-0-0-
0
1-5-11
2x4 =
f
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 6 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
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 uide.
REACTIONS. (lb/size)
3 - 25/Mechanical
2 = 139/0-8-0 (min.0-1-8)
4 = 13/Mechanical
Max Horz
2 = 47(LC 8)
Max Uplift
3 = 17(LC 9)
2 = 125(LC 8)
4 = 16(LC 9)
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=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 17 lb uplift at
joint 3, 125 lb uplift at joint 2 and 16 lb uplift at joint 4.
LOAD CASE(S)
Standard
Oaf-Hme Yneylllmk.ae'l 1ltl. rps3'S?'ite31I I'1YS[:9rWnner7f':OYi'IPfn Y147YiEKY:e1'Iwn. lernm desgalswkns WrW wksrtisrmskstpeariy P;WM Wyl.fmk 9l, l.E.kknflexdne au. 6kn aYna a sakmr Ye lEe, mr '
Y,tlzsmmnsd*,siakndf.u7makda./sesmshsphWnas-,f ert Is:sdarrfoc .xere.laand<:s:ws ymr aaa.a!krs4arse IN I.r:d or.. Anthony T.TomboII1,P.E.
W.ssaa, essaaat Yy a npsRti dYO.u,MOex seAnuiyxEwa 4 /egU }r,aY uWddasQ a IKs1>adk rd WRiI k pmdaaeNlWe fieNnedWrnuadayk+r,swgaWdeew tikagsa!kdenywuMdd -i 60083
h6ift1h,pnrxrrealee duafskmk at l06W Ye pad -ad psdaran, Im"I""skk dnnabeimpli:klk IFW Stu n0—Awpnnd Pie Inl manes Ye ayr,ddiks W kbesd eel ornpa,k's b'Vhyw.r W lras YmadeeY, mess 4451 St. Lucie Blvd. eaa.
kridmaka:raat epadgrknac l!dlre§n arhd. Ik ken kip EgaauaECtMSrYuq ksipa,aLsss Srsb EgWa drr lday. SA cgMeN EYsoasMWk'ILI. Fort Pierce, FL 34946 gyriPN'+
J'7AIdA-1loolBnses Acthonyl.lonbolll,P.L Repaodoni-of this dxunem,inaoytern,ispobilisaiaitbombeasinanPermissionIranS-IfoofTnsses WoeyLlambs; III; LE.
Job Truss I ype Qty Ply HOMES I SUMMERLAND
A0091443
XRSSUALS CJ3 Comer Jack 10 1 IRYANJobReference (optional)
Kun: 6.12u s Au gg 1ti 2u1 r NnnC 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:55 2017 Page 1
I D:?sOOvIIzBGko2hFpRYibzzzOpep-H_ZDFPGVSSg_sUCNsXr_71LdexITJP ICZT3AfAyUpFA
1-0-0 2-11-11
1-0-0 2-11-11
i 2-11-11
2-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix -MR Weight: 11 lb FT = 0%
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 recommends 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 = 194/0-3-8 (min. 0-1-8)
Max Horz
5 = 74(LC 12)
Max Uplift
3 = 57(LC 12)
5 = 71(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=-166/257
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plate(s) atjoint(s) 2 checked for a plus or minus 0
degree rotation about its center.
3) Plate(s) atjoint(s) 5 checked for a plus or minus 9
degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 57 lb uplift at
joint 3 and 71 lb uplift at joint 5.
LOAD CASE(S)
Standard
Ilxdq-rhss daw}Y.me.ke'lIN;T IIRci;'S'1EPy iIt3AtI IYSr:Brrlllvr5(C4CY rjARGrtlrJdKrhr.. tedf(kage pnrdn+rd red a4sanislnx Cepdrry!IrC WYr ldlq l.trkl0. rE.khresr SadEdrt . rdsss eYnriu drklaYe lEB. edr
14lsisnaesrr dews sielikesd rK Yr'OCYksdd is rire;s Oes Egm_..!HsWfErprsr'Ye;riwr%iDC repncbarreedlk psk:sirWagverrgrnpr;d3Ar it rs ksq ellk seder .; Igekla Yetd@ grdeet%! r:kp nvgras, Ya:t.ews, w64n Anthony. Tambo III, P.E. ed.udAk ,rnsfr eeE kdign4rnrasmYnd4 d.ur,k 6.xs' eArun epdeCe kiYy Bnge,i Ye read dfie G.,M Y(etl6Y kYiq Meed R!-L Y.eryndd&Nlyd ep rrii dYe trns, rdny kal.t. Yrep eeshlutiMkaul sidkYr pnkrd— r
MGYgrrdper rF (edrrAr. AM ergs sn Oww HOMrr poke; al ped:esdikkr!'q(gnar YAh Wrda i(SriEdrskrN in ar9(A re sdr .bbpmd pilan.l%I kfiees Ye rtsEnsdrkiee alk&tdrk in., B: per, rns lnip E wxwlnsf Y.aegJna.aku 6006?
eMvneardke;Mrrrpw gwlrMR Fd Was mdM. ire lnssks+a Eqm rirltk ldYlgredpr me hAs 6daadm, s,M.0 mxrrrs.eaakd::nl. 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
IMPi9 9141d A-0Rral GrsnsAmirny [. tan9r lil. P.E. RePtriMirn al deisdramers, in my fern, is NoMi Bzd lritArm'Iro min'. Pernissiuhen AI Rzrf LrssesAmArry i.lrn9e III; P.E.
0 russ russ ype ty y
CJ4 Comer Jack 4 1 HESLANDA0091444XRSSUALS
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 12sXL 6 2017 Page 1
ID:?sOQv1lzBGko2hF p RYibzzzOpep-mA7rSl H8CPorUdnZP F M EgyuoG K3n2sXLn7ojBcyU pF9
1-0-0 3-5-11
1-M 3-5-11
2x4 =
3-5-11
3-5-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
MT20 2441190
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
Weight: 12 lb FT = 0%
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
3 = 83/Mechanical
2 = 205/0-8-0 (min. 0-1-8)
4 = 44/Mechanical
Max Horz
2 = 79(LC 8)
Max Uplift
3 = 62(LC 8)
2 = 166(LC 8)
4 = 42(LC 8)
Max Grav
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=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 62 lb uplift at
joint 3, 166 Its uplift at joint 2 and 42 lb uplift at joint 4.
LOAD CASE(S)
Standard
peniy-Fleeu Mw¢Ir miry M'1110';i?tR.S6{"Sf!;l;i[E3At 191l16(aemlli:K i3S?e11rWTl}llIIF;4!106Y:k1'kew. ledlt lalpp wnswt nd edn dic trts: kdy Aeey!IbC,edM edkry l.Iesk d:r.Ckkm e ibepldwe au. edesdMtilw swMrwe ltJ. eeO
Wtre spws sidlk:xEWWtOCwkrdd. l:etms0:ugeE w(i.e..Spvkfryuar`,.M sdnv7iBB r:paris w:e:rp:etlne pdrvwlu nny rzspmdikkbr ksi dMs elm;IniCdn9e?Ub xii, aniH l.Ik&sip rs.quas, Isi:r raMns, wihWd? Anthony T. Tombo 111, P.E.
Weudlb tmsk wi kASgntk nspsMtind6 d.m,YC.ceisw:mw gemwtk iodlsy B w.'w9e Wr, dfw C.M q(MIkMIir.Yq qtM{ tk gpr,aew lObMN:N.,ee&l.ss:'sdOq ly. dwep.:wffmw:u kwy:i. kl4m.eawad.A ? 80083
wesras;sewere[cezmw sue<wsuw:ik?neatwepak:,mrved:std>kaw gcrtueglrwed;nMe::krnwsxl.:dea:<tw+pd< tnladwssd:asp,aiuk,aan:sdtktm,o:ssw,'nser:mwait:s:sw,ass 4451 St. Lucie Blvd.
esnm Medks;emnagwgw:heeqy+Mws wiled.?k?rr.,eec;[yuwulmi:wig0esipw.auns$astepew deerrwuq. to a arr k:;.enteue+:m( Fort Pierce, FL 34946
opyriR1t 02016 A-1 toot Tosses- Anthony L Tonbo Ill: P.E, teprndonion of this domment,inany torn, is prehibW without Rho wtinen penission kom A-1 Roof Dosses- Aedony L T.bis lll: P.1.
Job I russ Truss I ype Qty Ply RYAN HOMES I SUMMERLAND
A0091445
XR5SUAL5 CJ5 Comer Jack 10 1
Job Reference (optional)
A i Ruvi Ti run Fierce, rL awuwo, eesignLa itruss.com
1
Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:53:57 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-EMh—f4l mzjwi6nMmzytTCARvGkPenJnUOnYGj2yU pF8
10 -0 4-11-11
1-% ' 4-11-11 1
4-11-11
4-11-11
Plate Offsets (X,Y)— [2:0-1-12,0-0-121,[2:0-2-12 0-2-61[5:0-0-0 0-1-12]
LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 4-5 >846 240
BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 17 lb FT = 0 i
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 recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
3 = 127/Mechanical
4 = 55/Mechanical
5 = 268/0-3-8 (min. 0-1-8)
Max Horz
3 = 114(LC 12)
Max Uplift
3 = 46(LC 12)
5 = 132(LC 12)
Max Grav
3 = 127(LC 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=-230/464
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 46 lb uplift at
joint 3 and 132 lb uplift at joint 5.
LOAD CASE(S)
Standard
tb.
Flnfi..0wsms WAIla,[igSS3;"klgl Milt VW t(ololnAs rbma. urn unowuwNr paninXs kiq.w dnewerM.dt obs lassCnyD-11C:,w11k umgl.Sw'10-FLldsws 5W. kdw rn. blissiAk.—sow.l. Mo IATakeaMaStrhs
skAkn.l p; la'topk Md As.Un.o:scehpss{n.Sp:p17 EgxMssdw sq iW rgmsnwrc:gbndmpdnwdw etanp:Glar p!ik kapol spjsi ;/godw 9e 10o nU.anliFl.1'xp,gr.sSpes, 4eEfqurhMs, swlwrgt anrdk
ins4 mt.diy 6e pnin41rd6r o+m kOrm'sMMnw gw'wYntaH'mrO:,ea,n'k urkndikC Ar MfNarkd inpiq MoMIII I. tk gpnddhe iolwl wy AeN ddr i,:,'rcMey kmdiq aMge.ssplbwwf kuy ,Mlklk ywskilgd Anthony T. 82,, III, P.E. Nolow"
h4.Wisosmw to wpssd MabiGCMprwMndtmdwnApeM y Ggwwl SlekHnsrtw;xSr hlNkihtY WSxAmMnaadbpsJ pike. lM1lydxs5e nspsdiYks w/iksdp:M.sskuen,'rns ks4s cgmn wi lnsstlapalwn Mns 0083 d—,"Mkst..
pW gwprfig k, dl rynm p.dril. lkinn Emw h9san KIM{ril q Msipn,wL E SSam Esp. dm, l'n4ry, m sqw wwxsnrtMin/uM1 4451 St. Lucie Blvd. ryyryhlDl@IfAd AoetUnset
Antony Limbo 116t.f. RspioJucowtoltYisJocamen, in eny k w, ispe6i6ilelwAhem tMe rrtinea rMsisciw trove A-1 IaolLrtsesAn4ory i. tawholtl; .L Fort Pierce,
FL 34946
Job cuss ype ty y RYAN HOMES /
SUMMERLANDA009144XRSSUAL5Puss1HipGirder11
Job Reference (optional
At Roof Trusses, Fort Pierce, FL 34946, desgn@altmss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2011 MiTek Industries, Inc. Tue Oct 10 13:53:58 2017 Page 1
I D:?sOQvl IzB Gko2h F p RYibzzzOpep-iZF MtQJ OkO2ZjxxyXfPilNz3X8bj W YZe F RI q F VyU p F7
1-0-0 3-0-0 8-1-15 13-2-1 18-4-0 21-4-0 22-4-0
1-0-0 3-0-0 5-1-15 5-0-3 5-1-15 3-0-0
Dead Load Defl. = 9/16 in
4x4 =
1.5x4 II 5x8 = 5.10 MT20H5= 5x6 = 1.bx4 11 4x4 =
libWa
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.48 10-12 533 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) 0.93 10-12 274 240 MT20HS 187/143
BCLL NO ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 93 lb FT = 0%
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 3-0-8 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-6-15 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 = 1075/0-8-0 (min.0-1-8)
7 = 1076/0-8-0 (min.0-1-8)
Max Horz
2 = 28(LC 24)
Max Uplift
2 = 459(LC 4)
7 = 459(LC 5)
Max Grav
2 = 1075(LC 1)
7 = 1076(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2219/870, 3-20=-4437/1765,
20-21=-4437/1765, 4-21=-4437/1765,
4-22=-4437/1765, 22-23=-4437/1765,
23-24=-4437/1765, 5-24=-4437/1765,
5-25=-4443/1770, 25-26=-4443/1770,
6-26=-4443/1770, 6-7=-2220/868
BOT CHORD
2-13=-782/2062, 13-27=-776/2068,
27-28=-776/2068, 12-28=-776/2068,
12-29=-1724/4443,29-30=-1724/4443,
11-30=-1724/4443, 10-11=-1724/4443,
10-31=-775/2069, 31-32=-775/2069,
9-32=-775/2069, 7-9=-782/2063
WEBS
3-12=-963/2428, 4-12=-336/216,
5-10=-336/216, 6-10=-968/2433
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 459 lb uplift at
joint 2 and 459 lb uplift at joint 7.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 96
lb down and 111 lb up at 3-0-0, 40 lb down and 47 lb
up at 5-0-12, 40 lb down and 47 lb up at 7-0-12, 40 lb
down and 47 lb up at 9-0-12, 40 lb down and 47 lb up
at 11-0-12, 40 lb down and 47 lb up at 12-3-4, 40 lb
down and 47 lb up at 14-3-4, and 40 lb down and 47
lb up at 16-3-4, and 96 lb down and 111 lb up at
18-4-0 on top chord, and 45 lb down and 37 lb up at
3-0-0, 18 lb down and 14 lb up at 5-0-12, 18 lb down
and 14 lb up at 7-0-12, 18 lb down and 14 lb up at
9-0-12, 18 lb down and 14 lb up at 11-0-12, 18 lb
down and 14 lb up at 12-3-4, 18 lb down and 14 lb up
at 14-3-4, and 18 lb down and 14 lb up at 16-3-4, and
45 lb down and 37 lb up at 18-3-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-23(B) 6=-23(B) 11=-18(B) 13=-43(B)
9=-43(B)20=-1o(B)21=-1O(B) 22=-1o(B)23=-1O(B)
24=-10(B)25=-1O(B)26=-1O(B)27=-1B(B)
28=-18(B) 29=-18(B) 30=-18(B) 31=-18(B)
32=-18(B)
u^!-flw.alMlt min be'11ID;f alSSiS "1FE "luau l7u.St(:elnCniilnl0d{1:1`.fjxeF,'di[6GIierMw. u1senippmadncdrnl nksrAes lnn kdp enrgile.epr sdaq l.tvle W.,li. waa Simkaera, kksSib".4%wooM IN, d/
lulli,aaeai dlks laNklsdktk iWwk edd.""""kvp Esino.ii.e.. 1w{Irtm:IgddadelDDwle.1dn 181. lie i<sqr n:..pxs.4dor odors. Aidiol. Anthony T. Tombo III, P.E.
t k dk.msla wr pitly isYmrysBemdk U.en,4 hay.', Wod yrsaek ln' Bn,ge,k3e ndendfnC.,kn(dti 4i irlfy<drdRl1. Ik qpl,d dde 191ed Nraie.udflel:ns:kAtueMaLe.sMe*.iwl iwed k.y sid.khnyasiied/d 3
k k4y ksiprad[xnuar.t..mes sdmu klOC rd MaNn Mpeekndriekd f.peelSdeh hla.dia;xSPoelk,W htN WSiuniAclad br Head pAe.e. lM1l akrs dr nsplstilmn MkiksdskLrsc L-4., Toss kvis bt*. we lnssdmh::ra: W. 4451 =
BOOB
1 St. Lucie Blvd.
ar,.is,akdyrerm aep.ex,oygapars.aaselet.s,ks»[ynmak Imk:9yk:,pa,.u,usrk.[yirwdarwuy.mrgndnd.;nnuadaal. Fort Pierce, FL 34046
4pright92016 A-1 lodTosses- Anthony L Insole 111, P.F. Reiniioainn of this d.reeaet. in eny fern, is prehihhd withwilss otitlen jernissi..Iron Ad Roof Tosses- Ankoey T. Joint. ill: P.I.
Job TrusS Truss Type ty y RYAN HOMES / SUMMERLAND
A0091447
XRSSUAL5 FG1 FLAT GIRDER 1
2 Job Reference o tional
L 34946, uesynLa nruss.mm ecun: 6.u2u s Aug 31 2s71b Print: 8.120 s Aug 162017 Walk Industries, Inc. Tue Oct 10 13:53:59 2017 Page 1
ID: ?sOQvl IzBGko2hFpRYibzzzOpep-Alok4mJOVKAQL5 W85NwxIbW DuYxgF85nT51 NoxyUpF6
2-10-10 5-5 8 7-10-10 8-0 10 7 4 13-2-2 15-9-0 18-3-14 20-9-0 1-2
2-10-10 2-6-14 2-5-2 0- -12 2-6-14 2-0-14 2 6-14 2-6-14 2-5-2 5-
Dead Load Dee. = 314 in
4%5 = 4x8 =
10-7-4 18-3-14
LOADING(pst) SPACING- 1-6-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.31 14 803 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) 1.04 14 240 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.14 10 n/a n/a
BCDL 5.0 Code FBC20141TPI2007 Matrix-MSH Weight: 265 lb FT = 0
LUMBER -
TOP CHORD 2x6 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP M 31 'Except`
WI: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-1 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 = 3498/0-7-4 (min.0-1-8)
10 = 3498/0-7-4 (min. 0-1-8)
Max Uplift
18 = 48(LC 4)
10 = 102(LC 4)
Max Grav
18 = 3498(LC 1)
10 = 3498(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
1-18=-966/156, 1-19=-1015/0,
2-19=-1015/0, 2-20=-7705/0,
3-20=-7705/0, 3-21=-13789/0,
4-21=-13789/0,4-22=-17303/0,
5-22=-17303/0, 5-23=-17238/0,
6-23=-17238/0, 6-24=-13547/0,
7-24=-13547/0, 7-25=-7720/0,
8-25=-7720/0, 8-26=-1014/0,
9-26=-1014/0,9-10=-969/210
BOT CHORD
17-18=017705, 16-17=0/13573,
15-16=0/17303, 14-15=0/18537,
13-14=0/18537,12-13=0/17161,
11-12=0/13547,10-11=017720
WEBS
8-10=-7053/0, 2-18=-7035/0, 8-11=0/1719,
2-17=0/1703, 7-11=-6147/0,
3-17=-6191/0, 7-12=0/1270, 3-16=0/1298,
6-12=-3837/0, 4-16=-3730/0, 6-13=0/462,
4-15=0/400,5-13=-1370/0,5-15=-1303/0
NOTES-
1) 2-ply truss to be connected together with 12d
0.131"x3.25") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc clinched.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc clinched.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc
clinched.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 48 lb uplift at
joint 18 and 102 lb uplift at joint 10.
10) 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-M, 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 Increase=1.00
Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-9=-185, 10-18=-8
Concentrated Loads (Ib)
Vert: 1=-390 9=-390 8=-134 2=-134 5=-282 19=-65
20=-208 21=-282 22=-282 23=-282 24=-282
25=-208 26=-65
wntvr flan 9wap/¢rten ne'1-110,`:iq$t3K.J`; iR3f11lLY5a(iHaI1lLfSfN'bNrllR rl4nGt(f[4nEFr kre. 1Mbbtip lam —lid I'd R1 lb! L•ntk!ip kFxkl?tb:iNM/tOw7l.l lb;r(. tAwon skeklne rz_kkss dM"iu RMrgt lEb. rh
s611ismM,pwc,it9kt," W. n,ilb% k tad. As. Insi Desc(gw .deans Bpw'.4 dw.rso art:,m mss;ssn.rn, possksda.P q'.Wddn le as r Igadmoclopah ,m IN r."up n:nw,.Anthony T. Tombo III, P.E. Wsean,imsbrmrtktlm(' tle nrtt,im+mc.te,rc.td tAwuegm' M:B.iNa1B:p,uatuAddmM(,&e0(NM a,ilti u4dlfl.I.lkgrreidfittlAdgfiek dUtlrou;sa.tiglmr8q hep'sNa:dwadkaarsW:kae t`-pt:,wiiya _ 80083eekNgkpw[xoaM llmh aw. k1WMntpthe dpi k d wk,Cq(tqum anNxstow xNiµif!kll I dSlUwtiaematlw
all o'/4L9m
d rtpt kk ,Nkksabkn,k +v :mslrp tpmwmlestYmNt9n. a s 4451 St. Lucie Blvd. tMwhtmkMkt (woat gwepm a nmia M tN pen pxhd In tro,, Debt 6rsx is 1 t tlt k:kig k,ipa_ w itxs Sans Etlma am, 1811'or N cgndeM h,as wt is ddw ryyriRB02016'
A-1Rx16osses-"any1.lombnIll: F.E.Reptdodionofthis dmnmeos:isBay India, ispolilildwhool%.. nit4ntemissiaohomAdRx1Nis'sAodory1.lamb. !A,p.L Fort Pierce, FL34046
Job Truss rype ty Ply RYAN HOMES / SUMMERLAND
A0091448
XRSSUALS FG2 FLOOR 1 2 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 Is Aug 1 2016 Print: 8A20 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:00 2017 Page 1
I D:?sOQNIzBGko2hFpRYibzzzOpep-exM616KeGelHzF5Le4RAgo2QFyFc_VkxilnxKNyUpFS
1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8
1-5-2 2-2-1 2-2-9 1 6-1 2-9-7 2-6-5
1.5x4 II 1.5x4 II 3x12 = 1.5x4 II
1 3.6 =
1.5x4 II Us =
T1
W1 W2 W3 W3 W4 W3 w5 3 W3 W4 W1
B1
THD46
13
Svc =
THD46 74 = THD46
12 15
THD46 THD46
4.4 =
THD46
10 16 9 17
4x6 =
8
2.4 II 2.4 It
1-52 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8
1-3 _o_ ?-2-9 11 -1 2-9-7 2-6-5
4.4 II
Plate Offsets (X Y)— [4:0-4-8 0-1-8] f12:0-2-12 0-4-81[13:0-3-0 0-412] f14:0-1-12 0-1-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.05 9-10 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) 0.08 9-10 985 240
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight: 129 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 `Except*
W1: 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-M oc bracing.
REACTIONS. (lb/size)
14 = 1793/0-3-8 (min. 0-1-8)
8 = 2289/0-3-8 (min. 0-1-8)
11 = 5886/0-3-8 (min. 0-3-8)
Max Grav
14 = 1809(LC 3)
8 = 2303(LC 4)
11 = 5886(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-1520/0, 1-2=-2027/0, 2-3=-2027/0,
3-4=-2027/0, 4-5=-3139/0, 5-6=-3139/0,
6-7=-3139/0, 7-8=-1309/0
BOT CHORD
12-13=0/2027, 12-15=-946/0,
11 -1 5=-946/0, 10-11=-946/0,
10-16=0/3139, 9-16=0/3139, 9-17=0/643,
8-17=0/643
WEBS
1-13=0/2272, 4-12=0/3175, 4-11=-3997/0,
4-10=0/4760, 5-10=-422/0, 6-9=0/282,
7-9=0/2697
NOTES-
1) 2-ply truss to be connected together with 12d
0.131 "x3.25") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc
clinched.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc clinched.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc
clinched, Except member 4-11 2x4 - 1 row at 0-7-0 oc
clinched.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (8) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced floor live loads have been considered
for this design.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) Use USP THD46 nth 16d nails into Girder & 10d
nails into Truss) or equivalent spaced at 2-M oc max.
starting at 1-3-12 from the left end to 10-11-8 to
connect truss(es) FL08 (1 ply 2x4 SP) to back face of
bottom chord.
7) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 13=-1438(B) 12=-1438(B) 10=-1438(B)
15=-1438(B) 16=-1438(B) 17=-1438(B)
tMmy.
FleulbwPh mk+4x-1 tto'iel;ts, s"--Er- Shut tlYl Limncns F !nMi Uf3'1 uCG:IRIK991'M.. tWhkdli swtrnl wlesr9is lwnkdynwvs{jeoeMldlwrL rwdf q:r.i_kheuz iiettidse w. @kcs tlln.iu sde/rMICO.dr
Ititrtrmnw dos sidlkneib; ar taCNkldd. nselrrsOrsip Espba{i.e., spxWn Enpx,tle:dwmriCb sgrt:els®eegtaudmpde:valmbl re:prdderi.6t ksy dme sbtp lrt; biCNwgelOAulr,nin lfll.fkk:gans ykws, gzby mdewc, sdbYfef' Anthony T. Tombo Ill, P.E.
d.ssdh 1msMw19iBgisk,eymWkdkd..er,6 Uswe.'SeAM.MgrdwgeklNtMga,b4emdeddMCMIXnitkkdkIbld±NlM1t. neeppwddbeNldNfiewrsedWFrss,bd,erykerhl,stage,mblimwMkmwlsid:keerc4mneaed 80083
tle G.bgaslp,me (weWw lllMes sr wtn me lDCdlk peekneM pddbes dtrteW; GgwW Sdth b/bwbetxsfp48ile1 klr'wiStf.{wr sda dlw paved pibcr 1nlafioaMresprsdalme wi karsdiklns, P.tipw, II., blip bgia.me tnuM W—: W., 4451 St. Lucie Blvd.
nleviuwMlkaiWWrpai epebxiaw 1, a Ali bwbd tk km knn bIni b NT6. tdby@dpw, b bm S.mx up. d , Mby. AcyMeNure:n w lkwl b'Rl. Fort Pierce, FL 34946
Copyright 07014 A-Itmi Tresses. Anthony L Tombb Ill; P.E. tepradmtion of this doromem, to any form, is prohilited without the eninen permissia4hom Ad trot basses Anthony T. Tomba In: f.T.
o toss tossType ly y RYAN HOMES / SUMMERLAND
A0091449
XR5SUAL5 FG3 Fla[ Girder 1
2 Job Reference foptionall
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:00 2017 Page 1
I D:?sOQv1lzBGko2hFpRYibzzzOpep-exM616KeGel HzF5Le4RAgo2QdyPu_dxxilnxKNyUpF5
2-3-8 4-3-4 5-9 12 7-9-8 10-1-0
2-3-8 1-11-12 1 6.8 1-11-12 2-3-8
3x6 = 3x8 = 3x6 =
10-1-0
4-3-4 1-6-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.01 7-8 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) 0.02 7-8 999 240
BCLL 0.0 ' Rep Stress Incr NO WS 0.23 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 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 = 1022/0-7-4 (min. 0-1-8)
7 = 1544/0-3-8 (min.0-1-8)
9 = 2793/0-3-8 (min. 0-1-10)
Max Uplift
10 = 293(LC 4)
7 = 212(LC 4)
9 = 292(LC 4)
Max Grav
10 = 1022(LC 1)
7 = 1544(LC 1)
9 = 2793(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-10=-847/277, 2-12=-123/1027,
3-12=-123/1027,3-13=-123/1027,
4-13=-123/1027, 4-14=-464/108,
5-14=-464/108, 6-7=-674/109
BOT CHORD
9-10=-73/536, 8-9=-108/464,
7-8=-287/1815
WEBS
3-9=-1118/152, 4-9=-1745/140,
4-8=-88/637, 2-1 0=-589/8 1,
2-9=-1503/218, 5-8=-1495/292,
5-7=-1994/315
NOTES-
PLATES GRIP
MT20 2441190
Weight: 113 Ib FT = O%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=420, 3-6=-170, 7-10=-20
Concentrated Loads (lb)
Vert: 1=-390 11=-65 12=-134 13=-208 14=-282
15=-1442
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-409, 3-6=-190, 7-10=-20
Concentrated Loads (lb)
Vert: 1=-324 11=-56 12=-116 13=-181 14=-246
15=-1261
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-3=-295, 3-6=-170, 7-10=-20
Concentrated Loads (lb)
Vert: 1=-127 11=-27 12=-63 13=-101 14=-140
15=-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: 1-3=-367, 3-6=-125, 7-10=-20
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 13=83 14=48 15=189
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: 1-3=-367, 3-6=-125, 7-10=-20
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 13=83 14=48 15=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 (plf)
Vert: 1-3=-367, 3-6=-125, 7-10=-20
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 13=83 14=48 15=189
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Continued on page 2 Lumber Increase=1.60, Plate Increase=1.60
1) 2-ply truss to be connected together with 12d
0.131 "x3.25") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc clinched.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc clinched.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc
clinched.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 293 lb uplift at
joint 10, 212 lb uplift at joint 7 and 292 lb uplift at joint
9.
9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 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.
Ihny Flru rtrr¢II rear ke'LI1A.'S 7gryet5'YSFP sfE311 It1115 d tilkAIACK i71FAxI-Wfl') #rfi`;IOCW'kl'Ms. I.:AIMq. prm.rlm d rnl whr.dr Inn k..ip0erq;l0:jmdle n4hk I. Irk M.K. teem Skrldwe re. Ceku dlnaiu cdN r ke Iq.rq
Wlri.roxw d9e5 skAknNkr S iACukrdd 15kIm5Amn 6Aats{re.5pxefl Etprnr tle:dws.JiW rMerySra;erkrrAMpdutrd npxri9 mprdikr trdt ksgdhck*1 Iq¢kln AtlAA nit nse lMl re k.i$n pars k#iq uHCuk5. 5ddkPh
vinedk,*.a5lvrre mx.Ism,.
AnthonyT.
80083To
bo III,P.E. yrsixla5e4Ar
r,kRerfSnWmn qn's Mkdluq M:fe,itt reMdbrC&IE(WRkd kdtignk rl7il l. Re gpmldue lClaf ry fieY dAa 7:ns, irdNgkrlr)Mge ksM"lir kwq HlkAe nywsiMASd =8006? MkWiO•
sifrr ee [rA e IAuM sd tea rc l dtla pwkrs kk pJdrSdtkkA6.q 4gnelShhldxwbk?xSApdisklkl'd NUnide dd pxe pir<. irFl MaspsAdAn wddk5e5kun, Ae pe, n55Mq'.yxenmlrt55 Ao#+n 5 4451 St. Lucie Blvd. dMnuktmNyk;rb:trpui rya AnAigM pl pmn nnnN. lk tnn onn uymxisE-t ne rsn q oeupx,.1n5, 55mr [r udm, r,uy. mepwcuwx;nnadxx:ml. Fort Pierce, FL 34046 ryyrigB
9 2Pld A I Awl hAises - AefAoAy i. ianho!11, P.E. Re,SodAeinx Af this dotome I. io ny film, is pi.0aad Mhm io otintA rn®I5sio how A -I AAof IIASs,s - "toy I. h.b.III: P1.
Job Iruss cuss ype ty y RYAN HOMES / SUMMERLAND
A0091449
XRSSUALS FG3 FlaI Girder 1 Z Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:00 2017 Page 2
ID:?sOQvilzBGko2hFpRYibzzzOpep-exM616KeGel HzF5Le4RAgo2QdyPu_dxxilnxKNyUpF5
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-3=-367, 3-6=-125, 7-10=-20
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 13=83 14=48 15=189
w.mq-iWuOen Ifuxrne'1-IIO;fi1rSS7lii 13'}f[r3At1/11f6(]kmIILISi7S?OMi'tmiritlr4;8i[AWEkPku.irArksippueNecrErr/rktrke't stEesgrdcxq!Iml)rrWkkryl.lwkli;fl.tekmTSknkbenp.eektstlkrriusuMrlkfGr.rl(
WlaiwtM pkt tktl M.'a" ireakedM rsrtmsMctgra¢e,Spap Frpwr'ie srwwft tgrt:anwrrgmeetks puuwrlwtex npwdiMMkksi dllesgktm. krrSNwrkIW pm.ln t. to wsgr ..pe;. quaaws sma:n ' Anthony T. Tombo 111, P.E.
w.seaa ntM.n wmgit ea nl»tuanraaar.r.n.n,w t.rem:w.t.r.w: wxw w:.g.,;r:.weaa'.riK wrksk wusgtaemn!tm.,aaur mowsr.a 1dt i;nt:'o ylwly nage.un lu6r ew k.gsM kYe re':tw:MarA 480083
tk ts 4t @tip ri [rkglr. wwat sd rt. rk rDC a/b rxrssrr nxanamwu.q 6gwm saq Nnw b. na,rti:wkrnrsw s<d. NAr perl;m/ar ?nlecwsur nywsiGks aeknes rl ret .Nvpn; Sess ksgr wgsenmfnut 6lna .Nos 4451 St. Lucie Blvd.
rlcrar idWMr:rratrpwiprk rmrr iitAp.YuhN.lwrn;t dmw[gmeishiMr,:ukrkopr.irn,.rdrLMwrr. wuiq.:a wlydRNrx;.rnadW slM1i Fort Pierce, FL 34946
gni¢iD 2016 A -I Wof 6rsses Anthony i. Tomho ill, P.E. Reptodudin of this dowmart, imy loon,is prohihBzd wdoutth..0.1 perwissia honA I Roof tresses- Acthory L Tomho Ill. p.E.
o russ cuss type ty y RYANHOMES /SUMMERLAND A0091450
XR5SUAL5
FL01 Floor 6 1 Job
Reference (optional) 0-
1-8 H
1 2-"
I
3x8 =
c
1 2 3 26
17
34 =
3x8 = Hun:
8.0Z0 s Aug 31 2016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:01 2017 Page 1 1
D:?sOQvilzBGko2hFpRYibzzzOpep-68wUVSLG 1 xR8aPgXCoyPNObXoLdFjxO4xPW UspyUpF4 1-
8-0 „ 1-10-8 1-8-0 3x4 =
3x6 FP= 3x4 = 3x8 = 4
5 6 7 8 9 1n 16
15 14 3xl2
MT20HS FP= 3x3 = 3.3 = 13
3.
8 = 0-
8 Dead
Load Dell. = 1/4 in one
LOADING(
psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.43 14-15 >585 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.67 14-15 >376 240 MT20HS 187/143 BCLL
0.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.11 12 n/a n/a BCDL
5.0 Code FBC20147TP12007 Matrix-SH Weight: 104 lb FT = 0 % F, o / E LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except' T2x4
SP No.2(flat) 6) Recommend 2x6 strop backs, on edge, spaced at BOT CHORD
2xx 4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-1 Od WEBS 2x4
SP No.3(flat) 0.131" X 3") nails. Strongbacks to be attached to BRACING- walls
at their outer ends or restrained by other means. TOP CHORD
Structural wood
sheathing directly applied or 4-8-2 oc purlins, except
end verticals. LOAD CASE(
S) BOT CHORD
Standard Rigid ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. (lb/
size) 12 = 1146/
0-7-4 (min. 0-1-8) 18 = 1146/
0-7-4 (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.
TOP CHORD
2-3=-
3715/0, 3-4=-3715/0, 4-5=-4902/0, 5-6=-
4902/0, 6-7=-4902/0, 7-8=-4902/0, 8-9=-
3713/0, 9-10=-3713/0 BOT CHORD
17-18=
0/2162, 16-17=0/4610, 15-16=
0/4610,14-15=0/4902, 13-14=
0/4613, 12-13=0/2163 WEBS 10-
12=-
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=-995/0, 4-17=-990/0, 8-14=-
106/727,4-15=-108l733, 5-15=-
315/10, 6-14=-311/10 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) Plate(
s) at joint(s) 16 checked for a plus or minus 5 degree rotation
about its center. 5) Plate(
s) atjoint(s) 19, 1, 21, 12, 11, 7, 10, 18, 2, 13, 17, 9,
3, 8, 4, 14, 15, 5 and 6 checked for a plus or minus 0
degree rotation about its center. ep,iry
iMsatWxflF rt.kn [x'rInl;t IDst3!Yi u-'i mtnt iw R:fmrlr mirS?OYi n,TY'iYRk;>'t06Y:RT Ms. rpdr h,ip pgrwi pq ghsapi, Ipn d,ip Ogxy!I!aih Idlasl.IgkI&-1 .kkq;<Sim leke.u. 9ekvstlM satdw h Ito. ql, wt,h
pvrhp:,tnknd pda oeakraa r,rkn,k g qkr ie, put epmphsplgmp h geumnp; tAlmndnwd"porwo itmuhbrhrdskopa ksarki hPOA.lklot Ir mir lnl rptr pn gp. aeq"awc bwm Anthony T. To tw III, P.E. W-dh:msh,maben hnM,mlmdao..p.hmgr,. egpephur r:p,: pn.ndmIts. Kwlpwaq uy,t m Lrkyr"ddn,lwa.kb rhr q,::e,liykq`q,d.ga w a.gekq.d,+rkhpygdwqd =80083 hk:Higaupermtlxxatm.ArgksitiMhh70dn/OxpMisnnlin'reMasdlkkiWiglggrmlSCthNpwAqHSrtplRdtflrlNW71(ArndexgbMxdpilReInIedrashnsMsiYlignMdlhsdhl eKge.',nsk!ON_WIns,rr,hdkp Iss 4451 St. Lucie Blvd. dM.haaEdMr:wMgrw qq. nap k, sR (etln brdnr to ln,s ksm[gapp Fltlx hi8mg k,iM,mhp:-?oa Cgh!admWq. R/s6mdeN xra,nniAW s.?irf. Ogy6gla020I6 Ad
InfLnsas- Ambory 1.Two. III, M. Itpododin of this drimmem, irony form, is prohibited rithomrhoniner itrmissiao from A4 loaf hisses- Amhooy t lambo llL F.I. Fort Pierce,
FL 34046
Job russ toss ype Qty Ply RYAN HOMES I SUMMERLAND
A0091451
XR5SUAL5 FL02 Floor 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, dessgn(rDaltruss.com
0-1-8
H'
2i6-0 --I
Run: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:01 2017 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-08wUVSLG t xR8aPgXCoyPNObWGLbNjx54xPWUspyUpF4
2-5-0 „ 1-8-0 0I10-8j -8
Dead Load Dell. = 1/8 in
3.6 = 3x8 = 3x3 = 3x8 MT20HS FP= 3x8 = 34 = 4x4 =
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2014/TP12007
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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-M 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, 3-4=-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=0/4104,15-16=0/3894,
14-15=0/3894, 13-14=0/1 578,
12-13=-917/0
WEBS
10-1 3=-1 288/0, 2-19=-2171/0,
2-18=0/1480, 3-18=-301/43, 4-18=-1130/0,
9-13=-2353/0, 9-14=0/1706, 7-14=-261/0,
6-14=-976/0, 5-16=-296/0, 10-12=0/1388,
6-16=-107(112
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) Plates checked for a plus or minus 0 degree rotation
about its center.
19-11-8
CSI. DEFL. in (loc) I/defl Ud
TC 0.78 Vert(LL) 0.4814-16 490 360
BC 0.96 Vert(TL) 0.6214-16 383 240
WB 0.81 Horz(TL) 0.08 13 n/a n/a
Matrix-SH
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.
6) 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
21-2-8
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 106 lb FT = 0%F, 0%E
Fedq.fix 11neq{Irmin fk'l l rg;i I19tt3'Y[Y irr3Al li[k56 t7kmIICK (J11Agi tG(`i13[C6:lYtIAGI:kI' hm. IxNr ksip NtmtMt W red roll nlas Irtn Oenp Onrq!Idl; M M idler 1. (Wf tll; rE Nlcm SYP.Idpe rss Cek[s e@e"iu ccM ro Ae rEB. Wr
614-0x pk„egkew+xxs!0%kdd A[etrosuvx [e y:,.e. !paerW ;srda rw rq,s,re,nn:q e,rmpds;:oni ny xq,rrn:a npr ee ksAp+se,gt tM:r nuero®nit.+k, mt tAc gcn, wtq id sc m Anthony T. Tombo 111, P.E.
wIepaU..s<ImIdsrkD•s;dimpye,rrsw:iwm[MmacdWxbn,u. +A,
Agxnneke.sgxsndndMg'
xl'
siyryMadl1pkBCregun".lwnl,edkp,dag.M.tursknt,nls;
Mp,eoewenFdrtnsgWdedH.ex«kqxildelqdc7r(
ageko-n:a,uipylSe,Yo,tkMdaNeunead1rin,d:(;Is[kwSfnRlpmLlmSrfekplkntlrtfiikmWlxkSdlu[rAqsle.
eqwidtdageecweellembdpl. a.IckingppnJrwadaew
dtgn:etmmgiw.
npnem
ey4 nnseadamseestmn,sa;,keeM:agnekhdnksto. eds .gee,,riee,„idr'
al:wg,a:. kgqwgdinkssMx nkgaw.s<n,/iryl„ ? B SiSt'. LucieFort
Derce,FL 34046ryyrighr9tgllAIIoal ltrsns Amhoay i.logbo lA,
P.E. Repmlorim
of this dotomeg, ineay
fom; is prel:litei rrithoe hob iron FKWS601 hog 6dlmrTimes - Amhoey T. Tamho Ill; P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0091452
XRSSUAL5 FL03 Floor 5 1
Job Reference (optional)
n— i eues on Pierce, FL 34946, aesign(maiws .com Run: 7.640 s Oct 7 2015 Pnnt: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:02 2017 Page 1
I D:?sOQv1IzBGko2hFpRYibzzzOpep-aKUtjoMuoFZ?CZFjmVTevD8hglzaSNyDA3G 1 OGyU pF3
0-1-8
H1 2-6-0
I 2-0-12 ,
i 2-0-0 , 2-0-0 II- 1-11-4 I 1, 3-0 "1H'8
Dead Load Dell. = 3/16 in
3.6 = 3x4 = 3x4 = 3x6 FP= 3x8 = 30 II 3x3 = 3x3 =
1 o a , e .. - _
3x4 = 3x8 = 3x3 = 3x8 = 3x6 FP= 3x8 = 3x6 =
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 FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2(flat) `Except*
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) 'Except'
B1: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
23 = 1007/0-7-4 (min.0-1-8)
14 = 36/0-3-8 (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=011886, 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-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
19-11-4
CSI. DEFL. in (loc) I/defl Ud
TIC0.79 Vert(LL) 0.3819-20 631 360
BC 0.77 Vert(TL) 0.5819-20 407 240
WB 0.84 Horz(TL) 0.08 17 n/a n/a
Matrix-SH
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 163 lb uplift at
joint 14.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 128 Its FT = 0 % F, 0 % E
ztnary-
Fbu duxph rmea 6e'l It04; IIISCS V--r: ifi311 I;WS t(3sollnlIS(7s109i Mr.9UPC IW6 rYe.1r,*6yr p-,W,.IrW wksa.piston Oesip0-mq!1DMri Ik A" I. fuk I. t. Idemz U.W., re ukss —. mx1rWIq, rk Mdskmra
peps sidlknetk; pe'OCak N t1 Las Dew Eqw ise SW*i 6pmerl In A m my tY,repe;Nsmu,gms,tee p0li—IaP m;1MIaMMW It kwit ksyk1 yo-al n ee WWI, ma DN N adp nmgmrs, Win ataws,"Maq oi.
sedp as4.s,pkoal hnprsiSlmdlt0.xr,klInn'sedwvnrpxul:MNegBe:ipe,atlewktldaeYLlel[WlfbduItiq eiRll fkgpvdAMlWd.ykN dM!••u;i•ddykr'Y3.sMge,.Nlxawwik.oeswllple ,p.,krar,I Anthony 80093TombII, P.E. Iek:IfgOesipr.r(eekW.. 4Ymhs sp N'a wiDC ee/Ie panm erl piedwsdti<kil6q(rgaN Sekk Hu.ebaAipl6ktkl.MS il nrda .dW 1KI «r ,I.a ,aamr,dlersacx,,, = 8006? dW"iu
Nwlk riWa.yN prkvmn lr r0 pr..es ksekei. lm ln," ia. iseilM kk ll'u lm;<.rfia( kslia, Isns
k:qr trlxeereee loss padr,1au, Ness 4451 St. Lucie Blvd. for ypn,a rpeadn, wueF mcgkti:dwa; een Nkxk TFl. qyngbi02014A-113dhoses-
Aohony1.lamb. III,?j, Re.radudianalhisdwomom,i.eayform, ispoikedwihoallkninentnmissio homAbl3alinsses-AmDomyLlamb. III;P.I. Fort Pierce, FL 34946
o toss cuss ype ty y RYAN HOMES / SUMMERLAND
A0091453
XRSSUAL5 FL04 Floor 1 1
Job Reference (optional)
Al poor , russes, ron r,erce, ru .soaao, oes,gn(aSa iiruss.wm
0-1-8
H ,
2-6-0
l4
13
3.4 =
2
Run: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:02 2017 Page 1
ID:?sOOvi IzBGko2hFpRYibzzzOpep-aKUtjoMuoFZ?CZFjmVTevD8hzl?FSUvDA3G 1 OGyUpF3
1-3-0
1.5x4 II 3x3 =
3 4
2-1-8 1-8-0 0*8
Dead Load Dell. = 1/16 in
1.Sx4 11 3x4 =
5 6
1.5x4 II
1.5x4 =
7
6- 6'
Ez s 11 10 9 3x4 =
axe = 1 sxa 11
3.4 =
Plate Offsets (X Y)— [1:Edge 0-0-121, [9:0-1-8,Edgel, [13:0-1-8 0-0-121, [15:0-1-8,0-
LOADING (psf) SPACING- 2-M CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78
TCDL 10.0 Lumber DOL 1.00 BC 0.67
BCLL 0.0 Rep Stress Incr YES WB 0.39
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH
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 = 721/0-7-4 (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
BOT CHORD
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=-266/260, 6-8=-1418/0, 6-9=0/763,
5-9=-297/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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
3.15 =
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.1710-11 >911 360 MT20 244/190
Vert(TL) -0.24 10-11 >647 240
Horz(TL) 0.03 8 n/a n/a
Weight: 67 lb FT = 0%F, 0%E
O"-floss4rr¢Irre.iex We'A-I IOof MU'ES r`SlMr,61[3f1(:W56(]k MISNtID1I M:P1911"CINWI'Nn.leftinip txmdntdtd Wn rtittnx hsiy0rtry!I)dMleWg1.fnh d.f(.IdetrceSiwteke ru. 6kts irtain RlNutte Itl.Nr 161itmrau
pdn skl k IWbkTIN)%k tdd. Asr in:SRt¢IW1. It.. e:xer bp.K11i,d aafiDD tWm .«,qw d M pdnsiwi p..1,..p.Addy Wt lk kpitsk.0 imi iq n nr INWt, W.lrfl. to awnt..tes. rtul-d-N td eeq Anthony T. Tombo III, P.E. d.
udk,',nskrrOtlliquhnyriu:ohdYD ner.horxitelYtnkgedreeMiYiglnipe,iSewkddlkrtCtlrlo[dhlrtdi:IGgdedlil.L IkgpnddhelDldpeMintdlklnst:sAtgMNq,slge.isWl:Nwwimgsid'ktrn,prnamd = 80083 6ekifgDsipawalrka'
Ix Oak, s.ri W r. 100 Wt, Ft. .1 rre,lendt. biKq("PW sd ldxxMr'copdkki y r/ d So -I - if. pikxe. ltFl NxsMrtsprsWDeWsd/dktdP!kts;l:s .l,rt: resgs .pa<N mttpWelrn.an:. 4451 St. Lucie Blvd. d1dr15i
idm/Ni(wie,yNgrWr4q Ndirun W»WN. lk tras brdr[gara is lrr de kil,q ksipe;rLeu Srmu upra dtgk.ug. largwWx wm:ntsdsrix ma. tort Pierce, FL 34940 opyrilk
01016 A-1 loot Tresses-kotboey L lonbo lILK. lt.;Wo tiox of this dwvrow, io eoy form, is prohibited withoul'he wrltko ptrotissin Irm A -I lodlitues- A6oey T. lonhe R P.I.
o toss runs ype ty y RYAN HOMES / SUMMERLAND
A0091454
XRSSUAL5 FLO5G FLOOR GIRDER 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
0-1-8
3.4 =
1 1.sx II 0-10-0 Z
Run: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:03 2017 Page 1
I D:?sOQvilzBGko2hFpRYibzzzOpep-2 W2Fw8MXZZhrgigvKD_tSRg?g9P?BxCNOj?bxiyUpF2
1-8-8 3 3x4 = 4 3.3 11
1.5x4 w wt wtBL7Wl
0
8.
0• Q•
1.5x4 II 1.5x4 II
7 6 5
30 =
4-1-8
4-1-8
Plate Offsets (X,Y)— [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge], [9:0-1-8,0-0-12]
3x6 =
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl Ud 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 0.44 Vert(TL) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Iner NO WB 0.39 Horz(TL) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight: 22 Ib FT = 0 i F, O i E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-8 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 = 1157/Mechanical
8 = 1195/0-7-4 (min. 0-1-8)
Max Grav
5 = 1157(LC 4)
8 = 1195(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1205/0
BOT CHORD
7-8=0/1205, 6-7=0/1205, 5-6=0/1205
WEBS
2-8=-1686/0, 3-5=-1636/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-7, 1-4=-67
Concentrated Loads (lb)
Vert:2=-1041 3=-1032
larq-nmr'krsj/+,wx. tle'4 t tar IIUSi'S;'SELLri 6FMOtt €!tk'. t tCSC+;}a1S!i:1CN'15:0'1::SN iii^.6Nfrl'Ma. r«7, M,3, tau#n si «R ak! a Its?rtss Mp En.ugilCP. d;aw.t. i«o, 6: r:. tansn, AedkMe rse. dNs;,6nx Aaei a FGA,Mr
Anthony T. Torabo M, P.E. r.uam msitaa.badynampsur«raG•a ,e..« wtaudp,ae®ek;agk a,ase rm«drxr,a e:wdw«y;wa1 n.l. r ,rn,adn,1 .a,a.s,,aeia€a.sweq,.s.ldr.dNKagtidkGe wa.via.a *
N6ib;W.n1ra4«fa.Ows sd«ta ro raot isp«49s,K P.M. of. WIMun wMkf'k'xsaattRhp«siAh n I SKI a; iaae«yN, pca pih«e.M k%,,N,,;ra;its.attfu*. se&im,k,,im.k*rgwa.('ms/5aWenee.wku
z 80063
a+a.fn ktadi ocw q«r a naEgt!, sand ?k Los ksip tayx« a ra. ee rraq Snlpr « hss snaa;p«« a . tr M aalxras a, a; ®nu.
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
Copyriitt+i!1916 A-14001 iretzes-AnlbtayLlomla llL P,E. f!prodeuiaa al lhisluoaxor. is oap rws: is nYiberl*46aai 16e«thea pnmizsioahom A-1 pawl losses Aatkeet l.tam6e lll: p.E.
oTruss rype Qty Ply RYAN HOMES / SUMMERLAND
A0091455
XRSSUALS FL06GE Floor Supported Gable 1 1
Job Reference (optional)
0-1A-8
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 FBC2014/TP12007
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) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 22.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
16 2017 MiTk IdustriesIncTue Oct 10 13:54:03 2017 Page tun: 7.640 sOct72015Print: 8.120 s Aug en, . 1 ID:?SOQvilzBGko2hFpRYibzzzOpep-2W2Fw8MXZZhrgigvKD_tSRglf9VnB1
nNOj?bxiyUpF2 0-A-8 CSI.
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) Plates checked for
a plus or minus 0 degree rotation about its center. 3)
Gable requires continuous
bottom chord bearing. 4) Truss to be
fully sheathed from one face or securely braced against lateral movement (
i.e. diagonal web). 5) Gable studs spaced
at 1-4-0 oc. 6) Provide mechanical connection (
by others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) 22. 7)
Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc
and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks
to be attached to walls at their outer ends or restrained
by other means. LOAD CASE(S) Standard
16 2017 MiTk
IdustriesIncTue
Oct 10 13:54:03 2017 Page tun: 7.640 s Oct 7 2015 Print: 8.120 s Aug en, . 1 ID:?SOQvilzBGko2hFpRYibzzzOpep-2W2Fw8MXZZhrgigvKD_tSRglf9VnB1 nNOj?bxiyUpF2 0-A-
8 CSI. DEFL. in (loc) I/
deft Ud TC
0.08 Vert(LL) n/a n/
a 999 BC 0.01 Vert(TL) n/a n/
a 999 WB 0.03 Horz(TL) -0.00 22
n/a n/a Matrix-SH PLATES GRIP MT20 244/190 Weight:
111 lb
FT = 0%
F, 0%E
miaaq-MseOa>rph a+aeM'l;t}i
1tl5S:>,"SEllrl'a 6i1P3i!'Ci`t(UlEifrJA fpl yy3St0iSirA7Ki 411r Ma.tad, dtsar pataeteti nA ak;a Rt;nst auP aralilDF<din ibsw!riam e,rs. eslamma iba beiwe.te Kiss; daam;u Aal a'k;r8, ad, n:nwaM xs:dk•smik6e1D4aa+dAet.:ta:gmigawi.:!
iiyaa;aoaaotaarmnae:aasaaa e.,a,..aayaaar,:ru+sa r rasy,d>xwrern,*,W.a,taook«daMI. pntftonyT.Tombotii,P.E. do dPo Inn aegM4gnffinpmui mxtl 9 a,ac.
wsa aq aaaaxa,as a,itam wmemx, w kata;ay a N7fli.lkpptde tra au aa'n,,. a gnat aa...a..,din.sna ra,aha 4 80083 ua trspaacmas, sr,ee:,awsaremaex+ erpiti stasW64 copamsasstincaartnglakssds.>
tdSKI n,aaaasar .t €aanndenyaasa,:dry,emt;nsa:yr:rnua, ryaaae-a waa.,ara: 4451Sr Wde Blvd. Na.rs,a d>!r;a:rtgalw'aagp dprrrs
s,Md. ?ktrns asq,tgaer i. Kul dm Msmq. l: apkaelxa<. aeai+eea M4. Fort Pierce, FL 34946 topyrirbi St t916 A -hoot lasses- Antbemyl. lamim 111,
P.E. hprodeuionat ibis doumem,inaeytoo; isp olsibitad.ilboal llu.lilten permisslenho-A-t teat Incas-Ambamyl. Tembe III, BE.
Job Truss ussType ty y RYAN HOMES / SUMMERLAND
A0091456
XR5SUAL5 FL07 Floor 7 1
Job Reference (optional)
0-1-8
H i
2-"
4x8 = 3x4 =
Run: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:04 2017 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-Xjcd7UN9KspiSsO6twW6?eD2VZfTwL1 WdN18T8yUpF1
f-11
2-M
3x3 = 3x3 =
3x4 =
3x6 FP= 48 =
0-1H-8
Dead Load Dee. = 3/8 in
3x6 = 4.8 = 3.12 MT20HS FP-- 3x6 = 36 = 4x8 = 3x6 =
1.5x4 SP-
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 FBC2014(TPI2007
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat) *Except*
W2: 2x4 SP No.2(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-8 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 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=-4511/0, 3-4=-4511/0, 4-5=-6556/0,
5-6=-6556/0, 6-7=-6653/0, 7-8=-6567/0,
8-9=-6567/0, 9-10=-6567/0,
10-1 1=-4551/0,11-12=-4551/0
BOT CHORD
21-22=0/2565, 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=-2835/0, 2-21=0/2152, 4-21=-1451/0,
12-14=-2876/0,12-15=0/2137,
10-1 5=-1 43410, 10-16=0/878,
8-16=-317/157, 4-19=0/889,
5-19=-313/160, 6-19=-776/422,
6-18=-252/254, 7-16=-762/435,
7-17=-258/248
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) Plate(s) at joint(s) 20 checked for a plus or minus 5
degree rotation about its center.
CSI. DEFL. in (loc) I/defl L/d
TC 0.71 Vert(LL) 0.70 17-18 417 360
BC 0.81 Vert(TL) 1.0917-18 266 240
WB 0.61 Horz(TL) 0.15 14 n/a n/a
Matrix-SH
5) Plate(s) at joint(s) 20, 23, 1, 25, 13, 9, 22, 2, 21, 3,
4, 14, 12, 15, 11, 10, 16, 8, 19, 5, 6, 18, 7 and 17
checked for a plus or minus 0 degree rotation about its
center.
6) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od
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
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 124 lb FT = 0 %F, 0%E
Nrrnitxd±•1.ims;rnsss;sral;uesariunc:tmm en,utirod;wrnuerr:rocutrr,n rmryr:yew,nrr.e,d»os.a,cn o<,yoa.:gporiwas s.r.xiu:r_ri.xsskxrdnr r.aek:s.ra.asaa.ermg.wr
WtstrerWrlars Biel krui la dt'ECakrdA esrlms ghee Egaza .lrecaas Erp'Ms mq'@'.,sgrt:eismm:trm[tlms Hat spin agw•ograreeadse is dtksi;,d4sppk lse•, Igaxdmie lagmh wnlRl isa.y ns.gmes, Ndairetlap¢, sagre!
at ned Cn 1- 1. er b" M spe u:lasd6g+nr,k Oxen's Maur ynenae WMg Bngw,pien@tldh•de A( Ibdd m:IegdsdRlL Re gpeNdae l%aiN&N dtlr i:ns, pdry 4M7y,aatp ssMld,r•Mka:y sN klk ty..,rratd Anthony T. Tombo III, P.E.
hd;leq p•sryer ae tsa•cia.mwn-dar.roc.rax Paea: mdnt rdn uwp drag. IrHl iaars nr rs voiu:s ai aarcsdml+s .. 80083
sqe '":
s ksye;yi.enrfa Y.edawn, wess 4451 St. Lucie Blvd. asa.nt mdptireaayaegmax nmyiµaapnnr.rare,sges ntyaeaaa=rmxdr yDes pa,sriougasltpaadmm.mmp.uryaarxr.rarasoarxml. Fort Pierce, FL 34946 ryyright
7glhA-lloaftoss±s-Aathory1.Tanbolit,P.E, geprododioa±lthis dueamn,ioaoytorn,ispoll,1 edwithoutlAerrieeapermissiaafromA-l134fosses-A alhoeyi.Taabaill;N.
Jo I to
FS8S
russ ype ty y RYAN HOMES / SUMMERLAND
A0091457
XRSSUALS FLOOR 6 1
Job Reference (optional)
0-1-8
HI
2-6-0
3x3 II
1.5x4 = 5x10 = 5x6 =
Zun: 7.640 s Oct 7 2015 Print: 8.t20 s A16 2017 MiTek Industries ug , IncTue Oct 10 13:54:05 2017 Page . 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-?
vA?LpOn5AxZ30zl Re 1 LXsmK6z?l foCgs 1 Ui?byUpFO 1 1-
8-0 n 2-0-12 ii 1-8-0 34 FP=
3.6 FP= 5x6 = 5x10 =
Dead Load
Defl. = 3/8 in Sx8 = 500 =
3x8 MT20HS FP— 3x8 M i zuns -- 5x10 = 5x8 5.6 =
5.6 =
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 FBC2014/TP12007 LUMBER - TOP
CHORD
2x4 SP M 30(flat) BOT CHORD
2x4 SP M 30(flat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 6-0-0 oc puriins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. (lb/
size) 24 = 1448/
0-7-4 (min.0-1-8) 15 = 1448/
Mechanical Max Grav
24 = 1448(
LC 1) 15 = 1448(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
5456/0, 3-4=-5480/0, 4-5=-8308/0, 5-6=-
8308/0, 6-7=-8308/0, 7-8=-8675/0, 8-9=-
8327/0, 9-10=-8327/0, 10-1
1=-8327/0,11-12=-5530/0, 12-13=-
5506/0 BOT CHORD
23-24=
0/3101, 22-23=017228, 21-22=
0/8675, 20-21=0/8675, 19-20=
0/8675, 18-19=0/8675, 17-18=
0/8675, 16-17=0/7263, 15-16=
0/3168 WEBS 13-
15=-
3427/0, 2-24=-3367/0, 13-16=
0/2555, 2-23=0/2573, 12-16=-264/0, 3-23=-
265/0, 11-16=-1870/0, 4-23=-
1888/0, 11-17=0/1156, 4-22=0/1172, 10-17=-
303/68, 5-22=-301/70, 8-17=-
1019/319,7-22=-1034/304 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 3x6 MT20 unless otherwise indicated. 4) Plates
checked for a plus or minus 0 degree rotation about its
center. 1 7-
12
t - ..,-..- , "V
Ih L , ..y.., ....I, CSI. DEFL.
in (loc) I/defl TC 0.
28 Vert(LL) 0.6319-20 499 BC 0.
79 Vert(TL) 0.9919-20 319 WB 0.
61 Horz(TL) 0.12 15 n/a Matrix-SH
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 3-10d 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 Ud
PLATES
GRIP 360 MT20
244/190 240 MT20HS
187/143 n/a
Weight: 222
lb FT = 0%aF, 0%E rio n
nrm.m«.m'ttraxnesx>;tu7^iwwt:twgcnws;entn><r rols:c xusutn'm«.tae-ars,M snnswe eau6,aa,;nnP n*git;rurea t:xmecer.hta wrskektae u u«ou<;u n acrw,at wat:aw.
rrbesa kn>+t« t ak.mte,ahu r4 sa,`Ns r p1`alsrafra4lhhranenmxwh«euep saw rn yayn sant« avpd5esgxt n..gad.mrlgan«m1 iren4atiwrmn,h Agare. w AnthonyT Tornbo111,P.E. anet6nr . «ans
tyudarr m6ea adeYm. kcK«a wi«adgdxq Mxykq«,hax waa a ffi.# data kdicup:N ai f t Tx epM iaelSwa aMr d3ti,aLa aP9 aRrimmekpg4EkW eyu a 4t t 3 80083 akagk rcae .
u>A apt,mrawr>jn&e .1pda.'eAemwsc sds smr:ra+aat<n dSul —*Wdh'g-1Pit— 714M.,k,nV sWilasww,9&1-eu}a.lrr.Dn*L - WT..sYwka r.aks 4451St. _uc,eBlvd. dwau Mkda,.maatgad quh>
tmead?p shrand. pknns os:;.pt: es i. gl ss rwmg:es .«t. ,s stm.' mda+wday. ;lwXzd W—n#fdhtru. Fort Pierce, FL 3.946 Lopyrigh C-2016A-1tool
lnuas-Aa160eY1.1=6oIII, P.E. feptodadiodthis daomencislay rma.npraAiWtsl-lhaaThe w6fleapermissiohomA-)gaol grasses Anlhoayl.lom6alU:P.L
Job I russ tossType ty y RYAN HOMES r SUMMERLAND
A0091458
XR5SUALS FL09G FLOOR 1 1
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@a
0-1-8
H 1 2-6-0 -
3.3 II
cun: o.uZu s Aug 31 ZU1b vnnC 8.1 ZU 5 Aug lb ZUl / MI I ek Industries, Inc. Tue Oct 10 13:54:05 2017 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-?vA?LpOn5AxZ30zlRelLXsmlDzOrfk3gs1Ui?byUpFO
1-8-0 l 2-5-12
4x6 II 54 =
3x6 FP= 1r FP- MSH422
Dead Load Dell. = 318 in
5x8 = 5x10 = 3x12 MT20HS FP_- 302 MT20HS FP--
5x10 = 5x8 =
5.8 =
5x8 =
Plate
I 1
4
LOADING(psf) SPACING- 1-4-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.64 17-19 493 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) 1.01 17-19 314 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.12 15 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 222 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 31(flat)
BOT CHORD 2x4 SP M 31(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 = 1240/0-74 (min. 0-1-8)
15 = 1804/0-3-8 (min. 0-1-8)
Max Grav
24 = 1240(LC 1)
15 = 1804(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4912/0, 3-4=-4929/0, 4-5=-8052/0,
5-6=-8052/0, 6-7=-8052/0, 7-8=-9145/0,
8-9=-9663/0, 9-10=-9663/0,
10-11=-9663/0, 11-12=-7496/0,
12-13=-7475/0
BOT CHORD
23-24=0/2712,22-23=0/6744,
21-22=0/9145, 20-21=0/9145,
19-20=0/9145, 18-19=0/9145,
17-18=0/9145, 16-17=0/9278,
15-16=0/4110
WEBS
13-15=-4446/0, 2-24=-2944/0,
13-16=0/3687, 2-23=0/2404,
11 - 1 6=-2222/0, 4-23=- 1960/0,
11-17=0/418, 4-22=0/1420, 10-17=-338/0,
8-17=0/1153, 7-22=-1734/0, 7-20=0/390,
8-19=-291/0
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 3x6 MT20 unless otherwise indicated.
4) Plate(s) at joint(s) 24, 25, 1, 15, 14, 9, 6, 13, 2, 16,
23, 12, 3, 11, 4, 17, 22, 10, 5, 8, 7, 20 and 19 checked
for a plus or minus 0 degree rotation about its center.
5) Plate(s) at joint(s) 21 and 18 checked for a plus or
minus 5 degree rotation about its center.
6) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od
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.
8) Use USP MSH422 (With 1Od 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 (plf)
Vert: 15-24=-7, 1-14=-67
Concentrated Loads (lb)
Vert: 11=-1113(F)
mmkr ilea 1laellkrtdn k'1 110,! ileS3;'Sii1:i; 6(r311 Iik11 e;7k01 ulS (JS104 ilCfir; YAFft[NIIE4r ke. taq &sip µmeMs W ,ml mhs a ks InK ksip dlvy!I; W k 1WN I.Iada A:. il.ldame Skakke nl. kkss MlMxix m1N e k rq,adt
Al't-de ddnsaBk Kdiak M o kidd. Isrlm5 Oe5R, hiks a,!p*Etgln,.,ksWww T[Y,tgmM..q=, dim pduswlmO-M; 1r,;ao4lxn k khop d k;n# Tla lgode tk lhheli Wo ifll rlekapn .qde,, kuiq udcw;, uildGm Anthony T. Tornbo III, P.E. W-d k,Tn of kWq is lkt4..:hh d A. a- k ff w's 14-IM11 gedak 10diq gw,vke dM lx,k fxt k kd k:l>de W Titl. Ik W-idk In mpfW rsr ddt Tn kd'i^1 kseLt *.F kdd- ik"edlkk yrnw Td .y k
k:ifq ksgwWle4sk rtl Wes sd al'sk1ACWkMoMesWpde tdkki hgawlSdekl6tvee;MSgplF,kek r. dSlG rl tdemNk Fud}elae. IKl ddsesk nspsiliin W&ksdkkn, kvpe, nts k.qe hy*:ne ae lnK 4a&tlwa,WKs - = 80083 ela.
it: arW y 1;Ididlq W ge k riba y M µrev, aeheL 1 rm, kda hrsa Is rr k enxkr ksipa, a im> <,k. Ewa der rduq. u nlmleak[s ar et ddbN v.. art. 4451 St. Lucie Blvd. ryyright
2414 A 1Ywltntrt AclSaay i. Tamho Ill, P.E. Rtprmum aimtix althisdeq,is aay film, is plohh0ed iwiihounAtr rrinenpemissian from A -I laof 6osszt-,4lhoryLianhe Ill: P.E. Fort Pierce, FL
34946
Job Truss I russ rype Qty Ply RYAN HOMES / SUMMERLAND
A0091459
XRSSUAL5 FL10 Floor 2 1
Job Reference (optional)
0-1-8
H 1
2-6-0 -
I
1.5x4 II
1.5x4 = 3.8 =
v
tun: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:06 2017 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-TSkNY9PPsU3QhAYU?LYa431MbMIEODDp4hEFY1yUpF?
1-3-0 „ 2-2-8 „ 2-0-0
3x4 =
1.5x4 II 3.6 FP= 1.5x4 II 3x4 = 1.5x4 II 3x6 =
1 4 5 6 7 8 9
1-3-0
r
Dead Load Deb. = 1/4 in
3.6 II 5x6 =
10 11 12
3x6 = 3x8 = 3x6 = 1.5.4 11 3x6 = 34 FP= 4x8 =
if
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 FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP M 31(flat)
BOT CHORD 2x4 SP M 31(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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
12 = 1099/0-3-8 (min. 0-1-8)
20 = 1093/0-7-4 (min. 0-1-8)
Max Grav
12 = 1099(LC 1)
20 = 1093(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3487/0, 3-4=-3487/0, 4-5=4566/0,
5-6=-4566/0, 6-7=-4566/0, 7-8=4045/0,
8-9=4045/0, 9-1 0=-1 190/0,
10-11=-1105/0, 11-12=-1190/0
BOT CHORD
19-20=0/2052, 18-19=0/4290,
17-18=0/4045, 16-17=0/4045,
15-16=0/2830, 14-15=0/2830
WEBS
12-14=0/1579, 2-20=-2269/0,
11-14=-251/0, 2-19=0/1587, 9-14=-1814/0,
9-16=0/1481, 4-19=-888/0, 8-16=-521/0,
4-18=0/406, 6-18=440/0, 7-18=-127/925,
7-17=-347/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plate(s) at joint(s) 15 checked for a plus or minus 5
degree rotation about its center.
3) Plate(s) at joint(s) 21, 1, 5, 12, 14, 20, 2, 11, 19, 9, 3,
16, 4, 8, 6, 18, 7 and 17 checked for a plus or minus 0
degree rotation about its center.
CSI. DEFL. in (loc) I/deft Ud
TC 0.87 Vert(LL) 0.5017-18 475 360
BC 0.98 Vert(TL) 0.7717-18 308 240
WB 0.76 Horz(TL) 0.04 12 n/a n/a
Matrix-SH
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 101 Ib FT = 0%F, 0%E
mudq-FWuonrrl¢redn Ae'llla.fl/tl;SS;Y::EP;:Ef3Ai Ilt116:uoaIllCOSfAtnm,"WFrjxlF.Bi[1K11fkT Mw. IHdt Grip rHrrxHsrn red rksrA'is lntt ktlp msrq!IfCjWIw Idlg l.fWrlN, r.t. MHm s SrP. tdHe.n kkq Awriu mhirwe ra,usr
IklrEsorehe lbles sdlkeuif. Is,'hawheedN k 0rnsaesip Fgdxi: :dn EgknrpmesdrgAnthony T. Tombo III, P.E. e
rendn- nnfH.1.11M % srrsWiiiOk0.,F.C+..eissdHdelgW..0.wlfalae:",BleudeddMC411.inKimkdwisgrka11tl11kem"Iifif usegAW" One lms;kdNyktiligskrpivshkwWknq'W"hik srrcv q'i =80083 hekllq
ksipH ek[roesm larks sd W:Ik 16CMNx ptfiasrl padxsdfkk,IGgf qwd Swen NHmtlir;nHlpAfskrhrR WSxA re rdww.Harfdpda<e1/Fl eefinsmengasdimkrwesksaxln,o:H.-ress ksip:gww eilnss aaeH,.ass 4451 St. Lucie Blvd. flnr,
u.fwlkeiwmonepNpwormpx h, of fors. iihN. Ik toss"bFwis 1,1 Fort Pierce, FL 34946 4pyright92014
A -I RaalTimor- AfnhooyLlonhollLF.E. Reprduriu of this daremnm, in my firm, is prdl'dei withoot lh. rrrinto pormissiso from A4 llnf m- Amhooyl. lanolin lilt F.I.
Job I russ I russ I ype ly Ply RYAN HOMES / SUMMERLAND
A0091460
XRSSUALS FL11GE Floor Supported Gable 1 1
Job Reference (optional)
01*8
1 2 3
1
o38'
3T1v
o.
Si
34 33 32
3x6 FP=
A S A 7
tun: 7.640 s Oct 7 2015 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:07 2017 Page 1
ID:?sOQvIIzBGko2hFpRYib=Opep-xl HmmVQ 1 dnBHJK7hZ23pcH riWmtl7rizJLzo4TyUpF_ 0--
8 30 =
31
30 29 26 27 26 25 24 23 22 21 3x6
FP`*: 34
m
a
1n,r /— t,.uyc,uv-rc1, No.u-r-ou-v-rq Ni:tl-i-ou-u-tq LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 18 n/a n/a BCDL
5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 89 lb FT = 0%F, O%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc puriins,
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)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
Gable requires continuous bottom chord bearing. 4)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 5)
Gable studs spaced at 1-4-0 oc. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131' X
3') nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
ztriaml
r4.
sr 9Afpl!;e!Aa &'At 1iF11tlSi>' ffLL?P b. R R6! 1 tPKRihJIS Iili:yiijr[Y SKLtl9d';9Nl:NI' hiq. IM1v hti! rttuNgi ratrM wM a fis?Ms hup:n ilES d 3. ttH.nl. iweeBl, l:. Uklat Sietl N. eu 6seu dfprie giei axt FG& rdr w:
sr:wr tAnss kni»te€wM,oud.aotn :qm eM,M »4rs rsmtpsuuumaaRwraae d, geuuy:.rwsaikru reu4kn,s wnown«xrnl: aq,.µ*;xoeyawuu Anthony T.Tornbo1:1,P.E. d.v'dnt niAw.ir uwnyxaAarlik ee «.H;Ac. eeyWAaenwykr v,ube ren nsaa,rx«x,as«aq;.a ml.rs..t«wansl«.»k.a. da a,,:.i.ewca<:,x6x,.aak.,kktr A«snx g80083
Asrawyd.,,;asswr.A,aa.=o„ussear:n.re a,;emP&—O.A.wnsyc r.sa4,ah.asaulcu.r sb+y.»«ue«mrmutaI-Ofa—tn.Isamnau uln.,waaseMtussa.sou:rw:, ;rnn,arr as kawx,wlr>s 4451.
Sr..ucieBlvd, da.,ua»t:angwwA*sghrrwm,km..t.lAr n,3s:q,t:u urt.Alsy..rss.nA..»daonkwq.utwa:a,unaAanu. fart
Pierce, FL 3LL946 Eopyripkl0
211d A -I tooi lmsn-Aothoay l lomha llL P.E. tep kiion 0 this do(—ot, io my lane is prokihued.ukaol tht wdrte pmmisueo fion A-1 t.d losses-Aotheot 1. hcho III: P.L
Job Truss rype ty RYAN HOMES / SUMMERLAND
A0091461
XRSSUAI-5 HJ3A Diagonal Hip Girder 2 1PIy 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:07 2017 Page 1
1 D:?sOQvIlzBGko2hFpRYibzzzOpep-xlHmmVQ1 dnBHJK7hZ23pcHrgimr57rGzJLzo4TyUpF_
1_5-0 4-2-3
1-5-0 4-2-3
3x4
4-2-3
4-2-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.03 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 15 lb FT = 0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc
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 = 99/Mechanical
2 = 266/0-10-15 (min. 0-1-8)
4 = 54/Mechanical
Max Horz
2 = 71(LC 19)
Max Uplift
3 = 60(LC 8)
2 = 160(LC 4)
4 = 3(LC 8)
Max Grav
3 = 99(LC 1)
2 = 266(LC 1)
4 = 73(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 60 lb uplift at joint
3. 160 lb uplift at ioint 2 and 3 lb uplift at ioint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 20
Its down and 20 lb up at 2-1-0, and 20 lb down and 20
lb up at 2-1-0 on top chord, and 7 lb down and 6 lb up
at 2-1-0, and 7 lb down and 6 lb up at 2-1-0 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-5(F=-2, B=-2)
wnat.FlexelMey4hrtnes 4e'FI10;`imSsfS SF rI", iEE3Al I:LYSa(ealaC6rJS10pflm`r; 4EEGa,El4Yr1P M.. inarenip p<u:xFrs el•n/etln mhslnn blip llrtrsl(IIKt;WM leseq 1. Ir.lr la rr Irwin. srre,.leM .G4cs akrtiiu rdNnael, Wy
Ni1n or4,1W,sklli—iI.lkTen 4kled. All ir.,devilhil .i.a,*anyhpns'.r—dneg11)pe.nsn.npmi am paesknle nrigmpeuhe4erblr4pakmrkI—igvMnmIN Ire ml r.k Mm.yaees Willtaw 1 001 AnthonyT, Tombo III, P.E. r.4dh .
Ti- I..nawn ilallnsaunass0.."lk »n sw.4nnew. allIii lbs.pe,:wrwwnaskn;.w,lA /sk4lk:. rro/n;1.lkyp ddmmowmt.unrrwrims4aeykn:l: Mge.ui4anmk a, srikrr:pnMulr 580083 all Gltigtoper en
tnRUM.laerit"sn.le 100ee1 ee Fte'. nr p'adeet A lekli:g G¢penl SAe nawka,ttSp ld4sklk In al S "es.n JI. Pale pane. IKI efi.nk nq AsilinMkksalkirae bs4e.,745s k,ipteg— Wlnn YrdAna. wkas '. 4451 St. Lucie Blvd. H.w4r wfmlM rrpat
epwdgpsram w, dlµM gtasei lwiro ks4r Eg4wsWllklan4y ksipn eirru S,Me(yee.a ,IIX441. iR rgedeN u.. aersdd.H b'nl. Fort Pierce, FL 34946 pyrilhl 0 2016 4.
1139 Tresses Avskomy i.lmn6mlll:I.E. Ittinwalin of skis daremeet, in any form, is po5ilitel without the nines lermissioe from Ad loaf Tresses- Aatkomy 1. late lll; lil
Job Iruss I russ Type Qty Ply RYAN HOMES / SUMMERLAND
A0091462
XR55UALS HJ6 Diagonal Hip Girder 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:08 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-PUr8zrOfO5J8wUit6ma29UOk7A4Ys I W6Y?jMbvyUpEz
1-5-0 5-11-11 7-8-9
1-5-0 5-11-11 1-8-14
30 =
3x4 =
2.83 F12
Load Dell. = 118 in
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.17 4-6 529 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.20 4-0 455 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 32 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
3 = 169/Mechanical
2 = 417/0-10-15 (min.0-1-8)
4 = 156/Mechanical
Max Horz
2 = 113(LC 4)
Max Uplift
3 = 125(LC 4)
2 = 340(LC 4)
4 = 142(LC 4)
Max Grav
3 = 169(LC 1)
2 = 417(LC 1)
4 = 174(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 125 lb uplift at
joint 3, 340 lb uplift at joint 2 and 142 lb uplift at joint 4.
7) 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 66 lb up at 4-10-15,
and 47 lb down and 66 lb up at 4-10-15 on top chord,
and 3 lb down and 22 lb up at 2-1-0, 3 lb down and 22
lb up at 2-1-0, and 23 lb down and 62 lb up at
4-10-15, and 23 lb down and 62 lb up at 4-10-15 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or bark (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, 2-4=-20
Concentrated Loads (lb)
Vert: 6=-5(F=-2, B=-2) 7=-8(F=4, B=-4)
8=-32(F=-16, B=-16)
apay.flm±aw»¢Ir rcw. ne'LI 1a:1 ?Ilfeg'y;; E{3Ak ILQS a r9xmIIGB ial?atlj im;r; Ar{OanaiY:kr Ya. Irt{r bsip raecant »/ eM artr»IYr lnn kfiy btry(IC.; »i M IMi 7.I»k I11, t E. Mamt SiMtdae rt. tlekcs aba'.iu v iN» ne fq, plc
Iliistsoaetla titles ss{AkestlMas'aaukrdd Asahas Wsae Eep{n e,S{e;uby [epeest tle srdaaq ma grc.mspaa{eaf dra rya{swd apvaa{ ,kn;ikklrMMl ksyadlk sap:i :piad»ae tabby can lr{Lf kgen r4aas, ksk{uda»c sdlat`q
w»edn ,w»r ae ar»animda oa.e,ra,. »nab»e{eranewyo.a,ka. raandne r., ar iecwsk mil'»;ukr rrral?nl Ikaddkr maw.; raa.s<anr t,:r:kaeiyk. he{rkia.ae kayw
ke'""^'In::
ar s a amrd "
kss
Anthony T. Tombo III, R.E.
mua1.{l awlerrak { ra "ea'pn lncm a{»nmdpaddasdn ww{.aa dnwnax5nrwkAryrnw aae ,ansaww ap.lnleeknn re kuk:wkksd kk,., k 80083ZtdMwl»{dmelN ei tlgewgaanmandl{nla nMrd. Iw iraY lab 6rwah{.?1k b':tly aalla,alac kMs6 d .an `
r" "'•1Pi u..+en 4451 St. Lucie Blvd. pan at onsto{ arMed as eenidwaielnl.
fort Pierce, EL 34946
OPyrilibi l'2016 A-1 taotlrasses- Amhooy 1. lamheIll, P.E.ttyralunioa of this doromem, is any firm, is pahikd without the-inea PeraissiahobA-I tool 6nsesAmhoayl.lombolll:P.t.
o Hiss toss ype ty y RYAN HOMES/SUMMERLAND
A0091463
XRSSUALS HJ7 Diagonal Hip Girder 5 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:09 2017 Pagel
I D:?sOQvl IzBGko2hFpRYibzzzOpep-tgP W BBRH9PR?YdH3gT5HiiwxlaQkbfsFnfSv7MyUpEy
1-5-0 4-11-0 9-10-1
1-5-0 4-11-0 4-11-0
Dead Load Dell. = 1116 in
4x4 II
1.5x4 II 6
3.4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 7-8 893 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 44 lb FT = 0%
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
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 = 155/Mechanical
2 = 468/04-9 (min. 0-1-8)
6 = 323/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
5 = 81(LC 4)
2 = 130(LC 4)
6 = 50(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=-259/5, 3-13=-755/116,
4-13=-699/112
BOT CHORD
2-15=-199/697, 15-16=-199/697,
8-16=-199/697,8-17=-199/697,
7-17=-199/697
WEBS
4-8=0/255, 4-7=-749/213
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 81 lb uplift at
joint 5, 130 lb uplift at joint 2 and 50 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 77
lb down and 95 lb up at 1-4-9, 77 lb down and 95 lb
up at 1-4-9, 40 lb down and 55 lb up at 4-2-8, 40 lb
down and 55 lb up at 4-2-8, and 62 lb down and 54 lb
up at 7-0-7, and 62 lb down and 54 lb up at 7-0-7 on
top chord, and 7 lb down and 9 lb up at 1-4-9, 7 lb
down and 9 lb up at 1-4-9, 12 lb down at 4-2-8, 12 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.
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: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27)
W" flare Mr0!! rn+e'• rm'll flnii .MISS jy"isr, 019 IIYS L M W SS [nT0mjWr UX1- siIKWkrbrs. Rrar drip eenr W rnl rhr n as Inn snip Acrg1IEC; W ae 4tiq' 1. f.ch 4, / E. Mnm S4A1dm.u. tlehcs N!n•iu Adel. W IW. rir
Abrrtraallw rlmsueakead*ne lepkemd. osatm'lm.bW.ji.e,ye:mn'Wwdr Anthony T. Tombo III, P.E.
wadnlns,..nrglsmnyn,unaao.en,aoea:e ddyd.mwmalupa.xa.and.raexdm.,d;u mrrrindyp.,dacemeagda.ndnr,:::xeays..p dwra..suasanpeiwma =80083
MG:Ws retmnei*. AO eoks u:Mnnel9Cdne paMre=mipwhesdtk[dl*y GgmW ShNatlimMSQplbhlplRNSlD ee rdamidbpad phxe. lM1lielges lk nywshilian edkOesA*el as.*etip*,msheip..itm:ar.dr,*ra.*ass 4451 St. Lucie Blvd.
elk!xRe edmdh d':N0.i yraeymnrm ryea Mon aeeodd lk lms Rdp Fyaau MrM biubyaesfpa..Leu stAu hpaatlm, Wllsr s*ryaanx nea;.e ds de6ednrM1L Fort Pierce, FL 34946
Cpyri'ND tl11h A-1IoalLnsu Amhoay 1. lamb* ITT, P.E. Repwintion of this dummal, is any form, is pohiliW ritluot tMtaine*Penissia bon A-1 lot fusses- Anthony L Tomb* lll; P.E.
o russ runsType ty y RYAN HOMES I SUMMERLAND
A00914fi4
XRSSUALS J3A Jack Open 9 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1-M
2x4 =
Kun: 6.12U s Augg 1 b ZUl / VnnC B.12U s Aug 16 2011 Mi I ek Industries, Inc. Tue Oct 10 13:54:10 2017 Pagel
ID:?s0QvIlzBGko2hFpRYib=Opep-LszuOXSwviZsAnsGEBcW EvTDg_t3KB?P?JCSgoyUpEx
3-M
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, In
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 = 188/0-8-0 (min. 0-1-8)
4 = 38/Mechanical
Max Horz
2 = 71(LC 8)
Max Uplift
3 = 44(LC 12)
2 = 106(LC 8)
Max Grav
3 = 70(LC 1)
2 = 188(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 44 lb uplift at
joint 3 and 106 lb uplift at joint 2.
LOAD CASE(S)
Standard
rnaE-n Mw}tlrtnb 1116 gE35 1 iFE3F11itMLUADMAS WIN "W-r)UXIMC:IPIE I'm Iffh &sip a Vs Iftsi h,* ort'i"1001 W 16 Iww 1fah lkt:las simmt enc,ca.acaa*ih"" It i6letnselu
lk.s sialkedln or iOCahrda aselmshesm Egae e.gr;mr[rgph3WR9fIP$ttpHMSaH:t[tamF pa[SYd Yr>[lllq fHlfCdITh1&m(kS4 aIk SO I IIF IIpiNGBIIAE h worn -I rea.gsm..Iv s, Iraug.aawc.,aeirer d-
d ki T.,hrmrWin iM I„,annaaa..e.n..d,mdwnaga newme:one.,,nt aanon,u;,mlxddexraisi6ysrtdn tFkgp,aa6eloing" Wwg&Nss:wdinkQ14 ,p w.a.rka.g,inhe.,s;pnuimto Anthony T.TomboIII, P.E. Ne GiNya iprd (
rrtnM. Aa ens dMnIk IDCdMepmiucalpal aM killnE Ugasf SehW prxwka;NSPi pIEAee Ind SlU xe iansra Ms = 80083 nM.ne«dwtir:
sm.ngwgan ra ya <, p..apia:e.
tPbletlm,mn:prw ar,Bask:aMt esslx:;pn,.e,:er,ye;yw,dlrt„naw,-I,n,.rlHs 4451 St. Lucie Blvd. prmsnnridr:n:„ertp[yna,F,Eirdwapo.npn, les;.,w.Ey naarMuy.urt,etd.::.resacxn;ns. ppight V 2016
A-II-ATRsses-Oath.nyr.Tub. lA,1'.t.lels.d.nia althisdaemea,in.ay Tom is y100hzdxhhomt4e nitseaptntissi"h.4-IlaoffissesFort Pierce, FL 34046
Job Truss cuss ype ty1Ply RYAN HOMES / SUMMERLAND
A0091465
XRSSUALS J6 Jack -Open 4 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:11 2017 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-p3XGctTYgOhjnxRSou8ln70G8N903eFYEzxOCEyU pEw
F -
1-0-0 5-6-0
1-0-0 5-6-0
Dead Load Detl. = 1116 in
3.4 =
5-6-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 4-7 403 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.13 4-7 508 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 19 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
3 = 137/Mechanical
2 = 283/0-8-0 (min. 0-1-8)
4 = 75/Mechanical
Max Horz
2 = 111(LC 8)
Max Uplift
3 = 102(LC 8)
2 = 219(LC 8)
4 = 73(LC 8)
Max Grav
3 = 137(LC 1)
2 = 283(LC 1)
4 = 102(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 102 lb uplift at
joint 3, 219 lb uplift at joint 2 and 73 lb uplift at joint 4.
LOAD CASE(S)
Standard
Wasar flmu MrmFlr nrieaGx'YitIFG?N!S'k 9','."sEi3At12Y56::IkUIliC1S(i':OMilB1`-r3(RI iiEL4iUNPMe. in4r ksiy tens!MsW reM r4+r srnst Cesip Wcxy?RW}wiW ee®w1L rrcN lf:.fF.telx:w,eib!lefne ne_Cekss nY.naiu P.rtelnlEe rtO,Wr
ikr:t,map se,umazr,du:x.rol;wt<rat. asrtrnsau,SpnidT rrpra',s rrr s apmmsrH:r:arrprs:wrl,ynn:ign,p,4nv.ir4s uz ad..:arm:r<rndrr ma.p..asrin-Lr a:+;s..rarc adN:r6srs.tm:.h Anthony T. Tombo III, P.E.
w.udn ,amhAe m yrimlaaao n.6 onlx¢igaenM1a144Msga.aduAfdhe.dtKMRM x;ldgeaelRlLReyr dFM01WMfiNa,r ::dny r lar aFnwua.kr+nah =80083
fls uuy lasinra, [mrr.m se ras sr.a.iae Max flaCi,esWpaelarsatk kllLr{Gmpcnlscsnaw,:asnMnswr. re sru rs ar ,s d pa:tua s. iPFl ears er n:,ssw lins,srtes:as6nos,r.,:o,: or,4s :nrwin::xanmru,wr, 4451 St. Lucie Blvd.
esa.i,. Moelwsioaapwgrkrr.aflaryil pxan nru+dt:rr„slksw[gema uFrd.k:uy oes n,.1us,4srto t.pceaa ,uy..w cpaaax ws:s.,nddW emr. Fort Pierce, FL 34046
epyrightD 2016 A -I Raaf hn--bbofly 1. samba 111, P.E. Rapsoboin of this dommaot, iflofly W., is plohihitel wimqui the wsinn permission from A-1 Raalkrises- k400y t. tambo III: P.E.
Job T russ tossType ty y RYAN HOMES I SUMMERLAND
A0091466
XRSSUAL5 J7 Jack-0pen 15 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss-corn
1-0-0
4.6 11
Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:12 2017 Page 1
ID:?sOQvIIzBGko2hFpRYibzzzOpep-I F5fpDTARKpaP5OeLcf_J KYMsnTIo5ViTdhZkhyUpEv
7-0-0
7-M
Dead Load Defl. = 3116 in
Plate Offsets (X,Y)— 2:0-3-8,Edge)
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.21 5-8 394 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.27 5-8 306 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2014f rP12007 Matrix -MP Weight: 26 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 179/Mechanical
2 = 34210-3-8 (min. 0-1-8)
5 = 94/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 = 131(LC 12)
2 = 92(LC 12)
5 = 2(LC 12)
Max Grav
4 = 179(LC 1)
2 = 342(LC 1)
5 = 131(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-618/107
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 131 lb uplift at
joint 4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5.
LOAD CASE(S)
Standard
1htiq-Flx ipreryll.«der WA -I tg;!'pSc3;SF Tif¢3d IiWS¢:iIkDlDii¢S(7S?Ogi/LT-PjX¢I",¢'[f@:YEki'pre. terUl asip p!m#n eE enl wn adis Liss G!ip DrtvyilAC alNe kbq i.fwtv ll-P.Id-mrSks!kMe ru. k4ss Nxsin s!da.&MWf
Wlek-Mw*k, sidlk,,d*. h T *k 41 k¢iriss Dev mi is:a q¢n ertiu,, isdis.,rdeixs, sdwti Anthony T. Tomtw III, F.E.
M rudh ns it wf MNaa Ae yxiw:lAldM1rD ,peDm rMen 'gedx he pf D ga,pte wpddpe flril(vAt 4a1m11pk NR1 Ik grnddpe iDD el gfrzN dNt inss,'xddalkrdsg. herye pspldp Ma}sirc kit ipsiiiiryd d 80083
Ne kildq NsiptreY[MsM. ADuks dMpp: tDC nd!Ae paks;aE pedxsdlk kilAsy(repenl Sa4p pkwD:a /lSP Nlidetki"ed StU sank lirgard pilue. lMl kfiwspr nyaslDksedai4cdlklrss Dnge::ess k.ip agwer of lrtss7nl,re;ns
id!mfkhdMi;xEMgMtp dnmh,,n lasnnirkrkpa,.D<s:a[y aukt!kk:aplksi e.elrrUw,p:.[ da.ku .sn Dd dpr:,err!sc„rp.nt
Fort PieSt.rce, FL
Blvd.
94ZtPortPierce, FL 3494ii
yyrig6t9 20111 AI gaolLesszs- Faikoay i. Tanhe itl, #.E. R¢yrdonix afthis d"umert. is any form, is prohibited xilhautie ninenfrmis¢ion lrna 4 1 Roaibetns Act4oDy 1.1an5e'll; I'.t.
cuss ype ty HOMES / SUMMERLANDA00914677XR5SUAL5L01HipGirder1FyRYAN1
Job Reference r,tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Au 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:13 2017 Page 1ID:?SOQVllz[3Gko2hFpRYibzzzOpep-mRf10ZUoCdxR1 FbgvJADsY5cMBitXWArhHQ7G7yUpEu
1-0-0 5-6-0 10-6-0 16-0-0 17-0-0
1-0-0 5-6-0 5-0-0 5-6-0 1-0-0
Dead Load Der. = 3116 in
l.bx4 II -.1 11
3x4 =
3.4 =
5-6-0
5-6-0
10-6-0
5-0-0
1D-u-u
5-6-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.27 7-8 702 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.31 7-8 616 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 57 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 34-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 3-9-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 1176/0-8-0 (min. 0-1-8)
5 = 1176/0-8-0 (min. 0-1-8)
Max Horz
2 = 39(LC 8)
Max Uplift
2 = 969(LC 4)
5 = 878(LC 4)
Max Grav
2 = 1176(LC 1)
5 = 1176(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2710/2199,3-15=-2549/2138,
15-16=-2549/2138, 4-16=-2549/2138,
4-5=-2710/2207
BOT CHORD
2-8=-2038/2524,8-17=-2063/2549,
17-18=-2063/2549,7-18=-2063/2549,
5-7=-2037/2524
WEBS
3-8=-319/433, 4-7=-330/433
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
z D....,s.te ade..::ate drainage to prevent water nnndinn
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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 969 lb uplift at
joint 2 and 878 lb uplift at joint 5.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 208
lb down and 252 lb up at 5-6-0, 77 lb down and 113 lb
up at 7-6-12, and 77 lb down and 113 lb up at 8-5-4,
and 208 lb down and 252 lb up at 10-6-0 on top chord
and 183 lb down and 270 lb up at 5-6-0, 62 lb down
and 95 lb up at 7-6-12, and 62 lb down and 95 lb up
at 8-5-4, and 183 lb down and 270 lb up at 10-5-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-161(F) 4=-161(F) 8=-183(F) 7=-183(F)
15=-77(F)16=-77(F) 17=-55(F) 18=-55(F)
9mar-nme tlatnllrrna Lxl I ig'.mm, S Ilrrysrok[F1M16CJN01g]NS:JS AM-lB5'Yj:[rNrB.fNiMiFr ka lerhtceip pe:intM:ed fn3us Fnrt grey Uaeyn0.'';ad Ne da9tgr rvb lN. r..leh'nn S'vf.6eM .EW Mwxlu Mei 112D.W(
sal:tosMs+Nleassulk sif. tomuk4g lsalnsgesie aMprk:siaaaqga} ;sa:daalb #t lesgane mf4 r]da tgg Ir aia tnl Txa qe paex; Naag.eNeans uNek:m Anthony T. Tornb0 II1, P.E. aen
atm trwn bwiw M 4asis.Im aAtg _gwn•S alMnee gMasM kilFep gngn;aN.e used aris rt..Ae lx.dtgt arsl aelbged aamt aegPx dati Rmag mp fuN ar»<c ss; adNy knlh. Inge asal.ega key sAd kex ryes alatd 7 80083 wsWu
De aaamsm.lgaassrwaaelo1W*PaNsr:rdp TP. ams 4451 St. Lucie Blvd. N9ans.
afiMl.ri+Hralgxagaa xnashrg pxcn anlyd. tk ln>s gew hrnex is N_rrkkUiq kriyw_ehNs,5l:aa hrasw aafexlfag 4Ia1NMmnsaersgdalaml. Fort Pierce, FL 34946 epyrightD
2016A-1 holInsses-Anthony 1. lamb. ill: P.E. Reataiarlian of this i.-MI, inaoy form, is prohih0d w4houtrbe written pesmissiaa iron A -I Iml hisses Amhoay i. iamb.Ills P.E.
Job russ I Russ Type Qty Ply RYAN HOMES / SUMMERLAND
A0091468
XR5SUAL.5 L02 Hip 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:13 2017 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-mRf10ZUoCdxR1 FbgvJADsY5ZOBouXXcrhHQ7G7yUpEu
1-0-0 7-0-0 8-6-0 16-0-0 17-0-0
1-0-0 7-6-0 1-0-0 7-6-0 1-0-0 '
4x4 =
4x4 =
1.5x4 II 1.5x4 II
3x4 =
Dead Load Deft. = 1/8 in
3x4 =
Plate Offsets (X,Y)— j3:0-2-0,0-2-81, [4:0-2-0,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.23 7-14 829 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.18 7-14 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 59 lb FT = 0%
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 4-8-9 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 3-9-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
2 = 700/0-8-0 (min. 0-1-8)
5 = 700/0-8-0 (min. 0-1-8)
Max Horz
2 = 50(LC 12)
Max Uplift
2 = 534(LC 8)
5 = 433(LC 8)
Max Grav
2 = 700(LC 1)
5 = 700(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1036/1829, 3-4=-923/1829,
4-5=-1036/1829
BOT CHORD
2-8=-1590/918, 7-8=-1609/923,
5-7=-1590/918
WEBS
3-8=-324/192, 4-7=-324/192
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch 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) Plates checked for a plus or minus 0 degree
rotation about its center.
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 534 lb uplift at
joint 2 and 433 lb uplift at joint 5.
LOAD CASE(S)
Standard
grnnr-Flm!Ma¢dn.ln lk'411gr 11@sRS!k1EP':, iEE3At IitAlS 6r:g0lttCfs iS?Oi'iErS(Cr!1gErnntlP.YrE. ruwna ita telne w. kNn skerrittP Mader ,alf tdhtaaon
oft, M isieatd; de.rgvk 44 A,.Inss Ues;e tyar ...sp;nk pun Uud apse yr^_p:diFhk dr ksyndde swt4 irt;kp>.4ia de lgGnh aen ifll ix a,yrs rylae, danr.aiEia s g d.
udd 1.inWe" dr.,iimlo'dinD—,Ise &—'AannegrundrkiNvgO:iaw,wdewwedddrdrdemntw.d .Nrgnkaemt.Ikgpnddhrl00ae fieN tner:a::waw AnthonyT.
80083
III,
P.E. w
nrtea. M.p- xi..n.tm kax:w kw ya wid/d 80083 drk:
N,D-,," etMmM. Alfud eWwklgG rq de patinsMpulwrsddekiNq(nspud Sadh Muaaa xst plr.ktkp MSSA ce rAn uWpard pNrwe_1%Iitlias de nsprsddnn aiklwShch ln.. kxun:.ms kup 7iaedid In,, Nrad;Mn. rdess flee—
dew ktEakalgrntmd w.dgF,dl fn.d N.Ikln., kw tyeen Isr!grk:Nigkspp,aL,s,.}sdn EyMu um alky. a agwleN i na: in a din T I. 4451er Lucie Blvd. Port
Pierce, FL 3494ii • teikomy
i. Tooho.II, P.E. Repraiudia at tkisdoraaiagt in any farm, is pro6ilbzdwNkoutie written ptraissieefrna 61 Woof 6nses-FrlionyLlaaSo III; P.E.
o russ cuss ype ty y RYAN HOMES I SUMMERLAND
A0091469
XR5SUAL5 L03 Common 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:14 2017 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-EeCPEuVQzx3leP9I T1 hSPlej7b5xG_7?wxAgpZyUpEt
1-0-0 8-0-0 16-0-0 17-0-0
1-0-0 8-0-0 8-0-0
4.4 11
3x4 =
16-0-0
Dead Load Defl. = 118 in
3x4 =
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 0.24 6-12 796 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.18 6-12 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 56 lb FT = 0%
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 4-6-12 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-0-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 700/0-8-0 (min.0-1-8)
4 = 700/0-8-0 (min. 0-1-8)
Max Horz
2 = 53(LC 17)
Max Uplift
2 = 531(LC 8)
4 = 430(LC 8)
Max Grav
2 = 700(LC 1)
4 = 700(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1009/1800, 3-4=-1009/1800
BOT CHORD
2-6=-1557/890, 4-6=-1557/890
WEBS
3-6=-646/315
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
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 531 lb uplift at
joint 2 and 430 lb uplift at joint 4.
LOAD CASE(S)
Standard
tlradeg-n.0 ll..¢I, nw. In% I top! TIVE5i"IIJ.T E0111 P- A(301111i;U3'OYr WEr,(RIrMINA10 lwe. rail( Rip Y'-r IMreq pk '.NsTnnkip WReiq'1NI MAW"M 1. half lPL l.. IF[ 't SkeMm kk *WWi"'&d n It 101, W1
7YlfarwrtW dellsMlkeueta tf'xok m4 Asotrms Ofs¢6 ,f,.p; ps[ge.xR lf:..sm;rgn®n.a:g ftfie nduswelegR.flg efy.:Nln rasfles'pdLLe.:ode lfx: Rpdd.Ie1D0.It .e.tn1. ['..k of-.fglR,, adog r.11.s.:rtll:At Anthony T. Tornbo III, P.E.
Ifud is Imstz.rttllRq If spesuAatAkO J.Oxm s+u. gafi IbW gOnipa,ule udedd6 KW it. NAw;1h" fkfd TlI Ile gpffd0h,=atrr. W uftWN11, oddilk l' y:Ixgf..ntlzBf. k gsadlk Yf n1-'dA/A 3
IeA: On .e[xbuMr.AD", W0MIN.11e N aft dtkk0l G Isa§hW-Ah.'ItsI 3dhl..1SU Ida etlx d In] f fh. sNh.'.i0.lin0W .Ofupa,"mss&: Ate In,,
a8008.
n Ae p.+.= r q t'u` w tf. 'ne ''"" 445i St. Lucie Blvd.
eta.nA.r.dN,:.afnepe.q.Iv.regydpa.offhd.r. sn,.6.w [goes is rrla Wnlq offipn. smc, S meFf aa'e. k:ulg. al«twed orR;.e.aduNa7rl t. Fort Pierce, FL 34946
opyrigpt 2@I{AIRaofirossas Aethooyi.Io.bo I11,P.E. Re.p dudi—I this doromsotfi—y form, is prohibitedwithout!trainer pemissiu from A-1 W Uossas Ambooy i.lomho lll; I'.E.
Job Truss Truss I ype Qty Ply SUMMERLANDA0091470
XRSSUAL5 M6 Monopitch 4eferenceERYbANHOMES/ optional)
i noor Trusses, ran Pierce, FL 34946, oesign(gaitruss.com
1-0-0
tun: 8.120 s Aug 16 2017 Pnnt 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:14 2017 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-EeCPEUVQzx3leP91 Tt hSPlerzbA9G_P?wxAgpZyUpEt
5-11-4
5-11-4
1.5x4 II
4
4-4-0
4-4-0
8
4-0
5-11-4
1-3 4
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 6-9 859 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.05 6-9 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 24 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-114 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 221/0-8-0 (min. 0-1-8)
6 = 303/0-8-0 (min. 0-1-8)
Max Horz
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=150mph (3-second gust)
Vasd=116mph; 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 exposed ; porch
left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 174 lb uplift at
joint 2 and 195 lb uplift at joint 6.
LOAD CASE(S)
Standard
Mwr tlenstluetpll{rtw.+4x'1 1108"I@Si3'Si:P,iE&3AI r':tlE36:5kUlb'u iB3':ONI"EUf9"1ECFOatE45YFMPMeir.Ar ksipltusierr Mrnl wktn?astnss Grip dteyl';aMMe.0nr 1.Iw6t Ik,P.id^ma5in!leke w_Ealess Aaaix Ade(wlk rEA,rfr
INist mmab dd+s s9rAm+uintt'9C'wrdd. As+lrts, Gs Eq¢ns-e. anidry Evptw'_M.s:rlasi R3 rgm,s®x;geu+dtiepm uxlegn:erigrspa:ddas hr kswpd4saE4 im igstdagtlD@edr to ifl i. Lx k;pn eEt ,kiiq +L.ixs saiMrgroftudh>1.,, Ea•m,aaaxr st q to imam n.+t.,a. e.m:: miiwnee gn:.unt rwHq G: +r,b4e rtatramXiltmms nt d gr,ddnu_ter gpnd dne men:+gr un au [.ss::a:at kqt .sma+ttew rmt nemd Anthony T. 80083TombIII, P.E. m
Guag Gsipx ll+aruMr ANMes se enslk itC M#e p.Che:Mpxamt.dteMi p 80683 - x .lmautnaM.mmuipeuk+hr mr ttx .+raGmewapa,R+.lntefim k rtsrtausmtomsdn to>Gga.SGy+ q n+diumnMa, d s Zttqt.R+«radh+;«igretq»waugd ptinatdttt.irtta>sonwEq®tai:trstrGiuigGnpa, tr":,stdr&Eta+darw:iaq.sa;gee d r;n+saentxotnt. 445;St. Lucie Blvd. Cepyrightiz
2016 A-1t..ftnsses-"CRY LTamt.III, P.T. teproduaimof this dmomeet in onyfom,is prohibited vithoutie rrihcn permission hom A I Pod Tnsaes- Amhooy 1. taint. Ill: P.T. Fort
Pierce, FL 34946
Job truss type ty Ply RYAN HOMES / SUMMERLAND
A0091471
XR5SUAL5 M6E Monopitch Supported Gable 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:15 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-IgmnREW2kFB8GYkD 1 kChxzA2c?ao?RP89bvDLOyUpEs
1-0-0 5-114
1.0 0 5-114
t5x4 II
4
2.4 = 1.5.4 11 1.Sx4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 1 n/r 120
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 24 lb FT = 0%
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
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 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. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-250/397
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chard and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 11 lb uplift at
joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6.
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
ti N
MnsaaaNU??e!le ib'AiF39r71•v""SEL7"-Erk84 F.fp4'i(bk'3;r1N5tb7i 1}i9'rCk1:5Y46'::'JrW'%i'Mc iwl,k Anys.xr kri CE;atlit kffiml:naa 6:i.'Ri.sw Siaetiu.e esE Byes. dSarf+stari.te'r4. tarot s raerws+sa[rcrt ss.rxs 7rcss i a{+
oeAtw=(iies ees:knNla be l&€.kroM Aer. ; ,. .„§v sw.arltgrm ua!u.ser :e aex k,s wi,w y •apn i. m a•prdmes kl uww.l<f s+rk roan, ,ma Messys ns pw,:w sr• s.s €a. Anthony T. Tombo ttt, PE.
Meedns r.wgw.6, w*y f. At. aIKr mnd uh WIN 1. 80083 fe MkregEesipawrw,
axr arwes sawwai sae p.,,s radar ui teao sasdsl Nxw.Ftt'>ne sardq na r sxa at eh.,euatap i wuw in€s ss sse rs.a:aw, ml sstr. rays bssy.., ins•o ra er.e?rcs r amnx. ess 4451, Sr Lude Blvd. eiaavdnaca aa.
dw.bsir?rbrd+s*uhd.Thl-aAphP iiVl: 4"Us4w,-T-11aum1.aaswrtiy. Fort Peree,FL 34946 Cnpyri9di 't916
A-I[aof iressas-Aatlary l.lamSe iq.P.L tepradauiaa aiihis dosnmcm, is aep ias; is pradibited+abaci ide wrirea permissiaahma A-1leoi lasses- Amboy 1. lax6 16: p.L
Job Truss Truss type Qty Ply RYAN HOMES / SUMMERLAND
A0091472
XR5SUAL5 MG7 Jack -Closed Girder 1 1
Job Reference (optional)
Al Hoot I russes, Fort Pierce, FL 34946, design(Naltruss.com
6.6 =
Run: 8.120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:16 2017 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-AOK9faXgVYJ?uiJPaRjwUAjDZOkMkIGHOFfntSyUpEr
3-5-13 7-0-0
3-5-13 3-6-3
1.5x4 II
I.- 1.- 3.6 11 1.- 4x4 =
3-5-13
3-5-13
7-0-0
3-6-3
Plate Offsets (X,Y)- 1:0-0-0,0-3-1], [2:0-1-8,0-1-8], 4:0-1-12,0-2-0], [5:0-4-8 0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) 0.06 4-5 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 40 lb FT = 0%
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 3-10-15 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-2-5 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 = 1778/0-3-8 (min. 0-2-2)
4 = 1374/Mechanical
Max Horz
1 = 138(LC 8)
Max Uplift
1 = 473(LC 8)
4 = 432(LC 8)
Max Grav
1 = 1778(LC 1)
4 = 1374(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2138/550
BOT CHORD
1-9=-606/1942, 9-10=-606/1942,
5-10=-606/1942, 5-11=-606/1942,
4-11=-606/1942
WEBS
2-5=-386/1588, 2-4=-2183/681
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1,60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 473 lb uplift at
joint 1 and 432 lb uplift at joint 4.
7) Use USP JUS26 (With 10d nails into Girder & 1Od
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 0-10-12 from the left end to 4-10-12 to
connect truss(es) B04 (1 ply 2x4 SP) to front face of
bottom chord.
8) Fill all nail holes where hanger is in contact with
lumber.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-0=-20
Concentrated Loads (lb)
Vert:9=-868(F) 10=-867(F) 11=-867(F)
g-fkne3x»4l!iakatlu'4 l::h'Miiti>, ffti2°HA1at[HNfi tU6:iFk,R!i'.at{'38*D'}F:Ca'.i2l:ttE"Mx.krl. hryciq nadrw uH:a?rcss .y.ksit d:be3Wu!i,rrocNiti tsMea SkA Feiue n.. [sa lour sfzeln TA,rdt
glisi;rrMpb415lN hi §5'IIp MIgtkM flld k.j faR 111 (!QH{C r,(y6f]4HtHx1t$N1664fti!%!ttktR rxbK bf F1(e:i'KA rrMr'tlrifSA4'+tb 6ti 6tS31 !SF att.Mdn6r Fa6i41 akt 1 NeSSirt lfifgt,!.I9xfW1x! fatddt! nkhoey T t CW. Ow, ln5u.m.l.p wael.rA wq.wny,n:nnre. 780083, F.
E. of
ara wlc ax.lrxiseaad 6aFipxn g .rs0*IWdgU.MW.Wk rmntu.r iwan ti «ta d a norm r trst r rrc l ,a rtx,
ic. ad fn:..rtd eN qn s.r brfr 4H=
Fsl4eu m'rt:, kadnhrw,.skss 4451. St, Wclp Blvd, q
nq pches'.i'aYns A+Ey si!g.Weul fvsa xl ss 5uea yyrtxaai xfhl, ;x A,adlrmimeb9.irtlltl. Copyright
0 2016 A-1 paai liaszts-Antiaav l lan6e III, F.E. bl reduorrt ri ibis docoiuitt, io cap farx. tt praAibBad. Oocl the rnirw pentissiec iron A-1 tcoi lrrssts Anlda:y l.las6a ig, P.L Fort
pierce, FL 34946
Job I russ I ype ty Ply RYAN HOMES / SUMMERLAND
A0091473
XRSSUALS VM3 Valley 1 1
Job Reference (optional)
At Koot I cusses, Fort vierce, rL J4 sts, aesigns-
2x4
120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Tue Oct 10 13:54:16 2017 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-AOK9faXgVYJ?uiJPaRjwUAjFoOx5kvU HOFfntSyUpEr
3-0-0
3-0-0
5.00 12
T
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOr7(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 8 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
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 Horz
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=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) 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
trxtlt;
tnt,ut•Aa u;,tmsa n urr swgn mew uuwtnr :rrn>:Ark,. tr k,. truer«r«tl-rrre d r=.,airy tl a r r m,r, t,k sknbmtn aw,:,:.t a d. ce,tl
mid:waedd k«akmt tlaat to Wgrw ,,«sh o3iENR1CBCf4Rtl%:ANIfC!/d CgHNuf.nrM3Jl4SpUFN$ 1H1r NYkiCW ldl}JeMkTTNWM::k9 1 tlsSkYk9 Anthony T.Torsbolii,P.E.
airudMrnuMa!l+Wgvnnr tiliK!xib se,kCwdtehp aigNrYlxkq;'eqx,b6naintal49(,ftGex kdlr'.Ly:keaiiHl. rxgptNd141 r ,a4 .tdbt.int,annl 1°L'Rx.bfiowdM v94db6neya!aLhd 80083 '..
aebadn ;q udr ,x.tatnr:mwaAtrbtler xn.r »tssa.0 t resdnlersdiutuzr,rsAuda ,a.sxr.t axtap+rdr t.rn,katsar,r,. rwantsdm t:nshn ,tmsk. r. t..arcswwtm,r, sc 44515t..:xieBIA.
rkx.iu wind irt;.ersgw gkun:mll. ebprse,dM, mhns 8rupter;. A7 at r xg rsyur.«r„ssrsaetaatl+rmy SA WaNk:Es as r. k`s,elptPol_ Fort Pierce, FL 34946
Cepyrijkle 2016A-1 Real Losses. AethonyLlarrhe Ill, P.E bprodaUloa d Ibis dmeeent inaay(arm,4 pmbibrA ith"I the.6w pnesissieo 40mA-11W lmsses- Aatheay 1. lewbe 111, P.E.
Job Truss I russ Type QtY Ply RYA HOMES / SUMMERLAND
A0091474
XR5SUAL5 VMS Valley 1 1
Job Reference (optional)
u, 1-- ..i r,—, FL 34 esynrga nruss.corn Hun: 8.12U s Aug 16 ZU1 y Prnt: 8.120 s Aug 16 2017 MfTek Industries, Inc. Tue Oct 10 13:54:17 2017 Page 1
I D:?sOQvl IzB Gko2hF p RYibzzzO pep-e D uYswXJ GsSsVsu c89E90OGLco EOTM k RcvOKPuyU p Eq
5-0-0
5-0-0
2x4 1.5x4 II
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 16 lb FT = 0%
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.
MfTek recommends that Stabilizers 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 = 164/4-11-6 (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. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
ltasg rlentea«giF;erka 6t'kl t7Fi165vi(YEtiO'; ftA01t 'Jk, `t t X."fkJ71S:LST3M "Ly!tr} ti6R?lF''J64TI{i' Ian. Iaf±hs Fnp,Ms w iul uk! a Als;iat 6!up sr•ulilUp; ty?q;eMp 1. It ti:li ErfFws Stca Nint lst. 9rtsu Nk+xut tlon! nit FC4,ndi
mx,Zib"".i."raam€aaMa.Ill Tablip 40- , +ahesta„brui To4'lW!..0- a et>ala.d :nkr,Fm k aoparwwp>E„unm:arseakrattl Hwurn ,k q Ea Anthony T.Tomb oli`.p.E. aiwMls.nttiyuo ap«awi 1««eC.ns«a. gw.a/kdatAga,kkeua a4,4.t.k,wmy,w !fftr«np.N wle.«:u,Ea'r.,.a sml b W,iilaibwslk"Oak rk .1' 380083 akt,Ggnapewltanal,21«nssaw.tlsR9mfisgataatwdrassiaeAuw(taNnneNl$idrrm«ixShptlisNdh iaeSRtmrdtrot«h babe.
E..tcwrsq".viss;4d":k,u.ti3O,u ilkii p-e.rest h'stw'al-.,,n.: abn °ns!
ltanttrc4«:eewwts rxt eey a.t«natu.E, aaF,w tara.we: 44Sisr.;.uc.eBlvd. q«a .;t,wlnadf.ssm«i6az1.RFr Fort
Pierce, FL 3494b Lapyripbl
SDIb A-1[aot lasses-Ansbeny l.laasSt Ell, p,L ieprodnsiita tl ibis dam«nL iaony ld«, is prekibiltl.ish"I lb—iti n permissiac fib. A-1 lot 1rnss. Atib.nyT, Toabt ill, P.E.
JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772400-1010
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
r=
0
t`
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
drzq lw tlrr,:;+ Ik 41 ML 13:Fff 'till SifYxlit E<trl4¢:DT@?uzSi tCMyZ4Ki'iiitlba?E aR: drx.. wtgdngeprw¢xr, W:airt'a cLas, &:tgkzsaq ..2, v;e l.lam.t r.N .l. terw.i6+riaiaz as ee+r.iu em6am P9.mtg; .. ,.
N,:nw.d s3diead€r dt'W k.I ts,?,.rszxsy5.tfae.iz,.3 -., Fa wr„ ,enam i+q rsdnm.eepoue i'dsr asip#,gb+iro4,uluso. YrSs krgr r .€ashp'Ndklal ye. wvi+th Ta ts cr as:atllgux 'su4si^a Ant'7onyT Tomb.111, P.E.
wi«ea tramassddq<s#„nrwsssleVaea ]m.6t?+iui rmisgc rinNaq kuPr.i.nWCaSr t(. ee ral5n ba3 d'q A mt1/L? aap: iaaruR.,¢eian gAi ,a :xu +5 s.s`x+y,puakeem ri heA.yrunvau i rta; ;=vw33
ae ied De:pa sl:marb u.u,caFe& aiwaasis.a pwln;atie M4lwtslwscxo-hi wra. .4'' idMtM1wsXinrdnur3arprnaw masdu!deagrma .,dwieca„[ssga,tm:ky agmn id tm w.m x.,+.x„: 4451 St Lade 81A.
alr. tdwkrir 4n +w•. ?kdiQ +mw.r rn:,a 1, rsa?zz a...S a w a. rr.::F,t3+.na. FoaR.6,.e.F_ 34946
Eapyrgkr S'i P416A laaEli sie, Aztliay T. ire4bz tlU P.EJ Repokaisadanslmurozr; in ec,Ewn,nprdahbd.>faut4:n w;na pera,nuehaa4d Rcd Tisus kdiizz, 1. Tm,dal, P.L -
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
e e
e.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34W
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX. —J 0\
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48'
SEE SECTION A -A) O.C. ATTACHED TO VERTICAL WITH
TRUSSSES @ (
4) - 16d NAILS, AND ATTACHED TO
F_ 24' O.C. BLOCKING WITH (5) - lOd COMMONS.
IT IS THE RESPONSIBILITY OF THE BLDG. \
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT \
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
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 (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON \
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF lOd (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' OZ. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTE ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UKAL
TRUSS
STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
ARD
JULY 17, 2017 I STANDONNECTIONBD TAI
ACK TRUSS I STDTL04
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.
N -1
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' O.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
Pnssn.i=..'!•ir9Cfre u?•z,.rr->m u€rkw:osrrasi a';e csriau[;::.r.n,g,.mm=;wr r ra sm==[,q.c.ry;:p;mew.n<m,:.Ie.:cit.tkkrt.,r<ssw.sn=::r r=+xnE ne.r. •..
wi swwb pr!: i ne as tDMYrct =1 N ga:rc*: s, SM wP tsyxa6e w& au 33 tun oar gaxe n PsNs+a q.e gnro Mnrk4o* Anthony T. Tomba 3 .; P.E.
Waukrn.3nszarmi st&r mlue iMgrth+=.ga, ;.m'ssrcmraw we, kxatswl4p ra4aa tr^:. lsryip edr r5c rww+>'+kastlmisa!r nacat .aml? =w;rngshd Y+x=u ups 980083
dik
dr + s o+ tt d 'tm a t .
ra drtk
teiprdka+:au n mtra, G=as. i<xsj ar, and t=vu =,a.m- 44515 Ldde Blvd::
sde 41ft k *w. +l ^t .. ,,Fort Niewe, FL, 349416
mini rr..,,_. i.-17-6.1irs e... ,;,.44=. "ift-61ilaa ham 11,1 1011m es AdMuvi.iembe lob P.E.. ,. .
JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05
nnntoR
0
A-1 ROOF TRUSSES
4451 ST I IIrIF RI Vn
FOI
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131" = 10d
2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL W.
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 II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY)
SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS45 (1/4- X 4.5") WOOD SCREWS
INTO EACH BASE TRUSS.
dx-rancsxre n.erc ze•za rTa rrT:,t,C tY„atH=,u rt;:,cera!n;'ray';usrwsit++r`s.:.s«ne,me,aamK,mtza i4i:am:r u;u4,..ti#.t.. sxe surr es. rss nru,tu tw w.:.. ,..
tamecm,4d s uuarwzrr 6rh .lar lroa E.alrfeprx ., n°'r' }, e!r+xtse t{fl rq.r+«r «tme!46.pd,,ome'.9
ak seda,!tnutaa twmgiatd rrspet txr C.sx Gwxas+Gx.±p q tr S+-tis98c ge.o r n€A.a.lnrt; ml3s ia,i wd S;eN xetf`I, ?st gpxdd i^9mtw. k.kn tN4. Txr, mWiq ,. .p, n; psttx:drs q sdCa mpia tt.d 'Anthony T. Tombo €II,. P.E.
tei dTe«wt Llmiskpse Rr i3l xa rtsxcM.s¢ogsaest'6e lr(empad3elxssAwk,peE::eis R!.wtiIXXwsderrwaiM,srta pigxi. dW tiEmctkrcaad Fnes Htn.I;as brrex €•s; §ups Ecgnxdirns krao,a +i.tt A0083
A 6riit fe-0N NiCt A W ipiJYt h eee45ltiR`1!!: i!!I:sfB @:5$E[IQIbI;S YJ'tkl iy `vtG9lt:.x TNtt $i f IN.(Gf bl'%i1 11?fjati:•.i T'sS it Ef 1'Af LLifll. 4451 St Lucie Blvd. ZE Fort Pierce, FL 34946Copyr*t02016A4fooFTrows-bike"T.ToopIII, 1`11eptoWin0tiisdomwisn.ivx.isgaoh I'd.dav,the.ri¢eajovotiioohog AIUdhum -944=Y1,told* 41;P.F. - -
JULY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
TRUSSED VALLEY SET DETAIL
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
STDTL06
1. NAIL SIZE = 3" X 0A31" = 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.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
xaaq i'uas.;»a ne'airGcairassFfs a'°aets;°rut.xDit?liitPdeai'`?('utFaas!srtu'sraa, a+rR T:1, .rat t ad ;ctrp xx krokoF
ss!rxex!crassxinp+arFnnp 4c.sxi. a€essp taptr.i x-+xa,3>++q.,uae,pmsfmidsse sytry+nx ilp;arsgd rt,rEm^,f.airas tr•wes,mws,tdpmars...sp-- Anihany TTomboi'.:R.E.
Wsu cx x;irs@mw? isd:espnddmd6 ts+x :enrsx4x ds duSe Gxt+fFx+q .a uvkdM :gttiW bsi7R x1:a4Wtti ixeasp atdd6s tffi aimsxtlm dReiwts kl&iy oelBal Sayr.aal:smWwwN sW,klempe:mY;d, 180083
kin}Sr.'va;wnsM tsars atepYC W9e ealarosW pIMidih 9,Gw*W`?-aapm'C.F gxkiWls Uxdkaodramfbeuzdfi3xt=wsMm'Ps'.l,uw4{mro><Yalm s6`m De'>(Rec+„duns4u 4491,St- Lucie Bvd;.
4nr.u«rwai..[-,d*xr+r.e gntri„ae.a4„;t*tc.4.is:. t.,c:a,¢rtmic.Ha mutnet mi :Foe! Pierce, FL.3494J
GFpitY+, 1816 A-7 Ax4;rnusAntlaa(i.ixad:a l7l, P.f, i:pxdr4iatdikis datamrab is am fay,-s pati6 td .hpaettix ariexn pnxduiae hamF I2aafLesus ltatbxal L(wa6a ltLP,E.
JULY 17, 2017
TRUSSED VALLEY SET DETAIL
HIGH WIND VELOCITY)
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ATTAC
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" O.C. (BASE AND VA
JUrrVR I INN I RUJJCJ UIRCU I LT UNUCR VNLLC T I RUJJCJ MUJ I DC
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 SPFS SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
HTO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
Nswi.aMyMp n4ry•r,r.M'1.1 CQit1"s'xi.::i;.`#"16t5Elat'f1,CtY.tG%s(i57DM:,'f9Y7':S?cKea:tttTdri,MAs'd'c4+»m wdsd,mMi'asn Dds:W#sa>{IIz'D;wdt4 F,fi®t[.Io-AKE.Eldnam iq.:'ai ar»daws: i4iaxirnWFx.ItD i. .
ki I,sra E4ncsivDksaa'abit gke l:A clansAvsyc .jT SpcidkFgan`.t6»udaariDDrglas wttnprseaiaepa4ts ed "i'n r tet afdesmptursdeµtMnikt adr,mkriPl.Tx -gasss s,,4dsgmdnas.sagl Anthony T Tonk K1, 151-
w ..tatis11»ssaa,iw apxSxradavmlmdtaC,axmualasa intalola5abi"a'ad s;pnc,b6:ve drMar.h6tauamdaal :lkae'PFI txlcspteNftlkt we aspN iruGa »u,;x w ap;%cop.asapaawaxugad=xaesx «na - 80083AIla:LgDasigu aed [wpdw k es sKasm F ak lk namdidllx sE lkt dq ieat*mSlk?! >m w' idskt t!Aad3l;t sT emanHmdhaxl gidna, Ihleamv. ik ak soa k?e,aalmclk ,r: ;, ssTr Egala+.ad tress a+*t 4451 S#, Ludo 5Kd. :.. eimke de' yatxtFaR l¢esawsaraod Maips>:es anAN. iM T±v;cEevgf laltat ae RidCq 0.:i{ ,vlr3s. #, ?apal+det sr'd*R e[csslcn may olxnfe;iale CAi, - Fwt Wme,'L 34!F46
t Et?C 20164.1 W"Wes-, dn76tx ITmbo III, F.E.t rdh ma ad6ii dame as farm, is ak-Nerd "Outth Vinm missiaa bw A -I foal busses. Athol Ilmmbe[a:PA, - I - aPPq 1 fp a4 i at P PM ,.... 1 - , ... -:
FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08
A.
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7z; VERTICAL
STUD
SECTION B-B
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010 TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
VERTICAL 2X6 SP OR SPF
STUDPIBRACE
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
ERTICALS
SECTION A -A W/(4) - 10d NAILS
12 PROVIDE 2X4 BLOCKING BETWEEN
FIRST TWO TRUSSES AS NOTED. Q VARIES TO COMMON TRUSS THE
TOENAIL BLOCKING TO TRUSSES
WITH (2) - IOd NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
3X4 =
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF IOd NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4'-0'O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
CEEE05 L/240
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
7. GABLE STUD DEFLECTION MEETS OR EX DIAG. BRACE
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED
TRUSSES.
10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD 12' O.C. 3-8-10 5-0-11 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 5-4-12 B-1-2
2X4 SP #2 12' O.C. 3-10-15 5-0-11 6-0-11 11-8.14
2X4 SP #2 16' O.C. 3-0-11 4-9-12 6-0-11 10-8-0
2X4 SP #2 24, O.C. 1 3-1-4 3-11-3 1 6.2-9 1 9-3-13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
ROOF
SHEATHING
2) - IOd
NAILS
L TRUSSES @ 24' O.0
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
DETA
FEBRUARY 17, 2017 I T
WITH 2XIBRA EEON Y
IL I STDTL09
es
I
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 907 OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 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 -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
C 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 THE
772.409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENOS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL
NIBLS(0131'XX)
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL '-ATTACH TO VERTICAL
WEB WITH (3) - 10d SCAB WITH (3) - 10d
NAILS (0131' X 3') NAILS (0131' X 3')
2X6 4' - 0' WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.21G' OIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO 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)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL ( STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SIP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
c
0
J
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
aZ0J 131 75.9 69.5 60.3 59.0 51.1
n 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
4 NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
i NEAR SIDE
1 NEAR SIDE
NEAR SIDE
NEAR SIDE
l0°
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
LD
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
l! )
162 72 58 39 37 25
J
0 128 54 42 28 27 19
Lo
z
Z
OJ 131 55 43 29 28 19
LLJ
J
Lo
148 62 48 34 31 21
J N
a
z
120 51 39 27 26 17
O
Z 128 49 38 26 25 17
O
131 51 39 27 26 17J
148 57 44 31 28 20
M
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30" WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE ENO ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN
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 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XG BEARING WALL
NEAR SIDE
FAR Sl
SIDE VIEW
IE
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
END VIEW
IL
NAIL
NAIL
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYP 2x2 NAILER ATTACHMENT I STDTL13
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-107 29'-0" Mean Height, Exp. B, C or D.
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 24" O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
STDTL14
4) 12d
MAX 30" (2'-6")
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
nR1+1 INmu bv. pi; ea. 7`t37:7 SSA :I:HASL101%, 9?.I IM111•rn suourba t.S±kTP wf,r6irasrmmnim;0iti p Rixgg ETQC adroe gRMogl f»M ki,7L t+Un QatkMn UrnsAann[{alsMATS*¢'-
ILtlk wexaims;rali.;warMe459sM 5-1m.4eu}tEyrex (f e.,Spay+%gxos'b »rt wl. ronem a.;„rKerta «,+t».«<iprrtyityxsDilN to Mhs+Pwae mkl feKKMroh.4T aA,Ia'. ?k »epms' es.byi»antaas tatwbfi - A,ChMti. J. TcmSU -11, P E.
io.wsn 1ark+ak•ee.»wsnAMranr'.`».n.f.C..e'.«aiYkrss M.ewtMbe .wmar¢'.MtE.[w Yi.Me wt Ew .r••adae tx nfid: n.k ;>.:laaebI +)!..r.uRms a!t uiawm rsx.su#v#.- -SQII83
M4Y.!le+.e.M:ana .FiwwwisiM iSTdweM s'Mw wrx+dsf i«e..wiww:lw•a4r ifS+Sp>}sMA M3Kire;dn e/in f>b'w •bniW ='.ww»safe ;ra Seapr,l.ee hepf :,.; w.w<+.x, rse;i- 4a$.i. it. Lftoe B14
aMhuee.wb+taMain*w,e.•Fwag4 dpme:aw„t I»I eey;;..rtaw•t; wal a.-;ss.un4lrw i.rtue. ea;,aw wbxsc„arrt atn! .. Fat Pierce, FL 34416
CxinipM 0 7416 A -I WW I—S-Anw;swt 1. T"ta ill. I.E. Re eiw;r W Rn ivaenn. in wyfxm. n proNknei.a4aa!be vlinsl)ua weMhst A l twi L•mstez' detaei l.I.m6a L'I..t i
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
C
TOTAL NUMBER MAXIMUM FORCE (LBS) 157
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
LOAD DURATION
SP OF SPF HF
FEBRUARY 17, 2017 I 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: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12112
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF IOd COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SE
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
f. +
A-1 ROOFAdoTRUSSES
A FLORIVA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007;
WTCA 1 -1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design, connection, material, and labor by others.
3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer, any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and
bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by
truss manufacturer.
5) Unless specified, roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces, adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs
to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder.
9) Attached drawings are standard details that cover most installation standards. Structural details provided by the
building designer supersede any attached details.
10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan
and/or individual truss design drawings.
1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd., Fort Pierce, FL 34946
772-409-1010 Office 772-409-1015 Fax www.A1truss.com
u
STRUCTURAL
CONNECTORS'
A Mffek' Company
Haneers
Allowable Load (lbs)
DF-L / SP LSL LVL PSL SPF I -JOIST
160% USP
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T1 JUS24 1881, 655 750 820 510 4) - 10d (Header)
FL821.39, 2) - 10d (Joist)
11-
0510.01,
RR 25779
LU524 670 765 825 490 4)-10d(Header)
2) -10d (Joist)
T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header)
FL821.42, 2) - 10d (Joist)
11-
0510.01,
RR 25779
L U516 865 990 1070 1165 4) -10d (Header)
2) - 10d (Joist)
T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing)
FL822.36, 6) - 10d (Face - Top Max Nailing)
08- 6) - 10d (Joist - Face Max Nailing)
0303.06, 6) - 10d (Joist - Top Max Nailing)
RR 25836 4) - 10d (Top - Top Max Nailing)
13116-R
THA422 2245 2245 2245 6) -16d (Carried Member - Face Mount)
6) -10d (Carried Member - Top Flange)
22) -16d (Face - Face Mount)
2) - 16d (Face - Top Flange)
4) - 16d (Top - Top Flange)
THAI422 1835 1835 1835 2) -10d x 1-112 or 2 - 10d x 1-112 (Carried Member)
20) -10d or (2) -10d (Face)
4) -10d (Top)
T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face)
FL13285.35, 12) - 10d x 1-1/2 (Joist)
06-
0921.05,
RR 25843
HTU26 2940 3340 3600 1555 11) -10dx 1-112 (Carried Member)
20) -10d x 1-112 (Carried Member - Max Nailing)
20) -16d x 1-112 (Carrying Member)
20) -16d x 1-112 (Carrying Member- Max Nailing)
t.
USNzq, STRUCTURAL
CONNECTORS'
A MiT&k' Cumadity
Hangers
Allowable Load (Ibs)
DF-L / SP LSL LVL PSL SPF JOIST
160% USP
Label Stock No. Code Reports 100% 115% 12S% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face)
FL13285.35, 12) - 10d (Joist)'
06-
0921.05,
RR 25843
13116-R
HHUS26-2 2785 3155 3405 1550 14) -16d (Face)
6) -16d (Joist)
HTU26-2 2940 3340 3500 2175 20) -10d (Carried Member -Max Nailing)
20) -16d (Carrying Member- Max Nailing)
T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face)
FL13285.35, 16) - 10d x 1-1/2 (Joist)
06-
0921.05,
RR 25843
HTU28 3820 4340 4680 2140 26) -10d x 1-112 (Carried Member - MaxNailing) 26) -
16d (Carrying Member - Max Nailing) T7
THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.
35, 16) - 10d (Joist) 06-
0921.
05, RR
25843 13116-
R HHUS28-
2 4210 4770 5140 2000 22) - 16d (Face) 8) -
16d (Joist) HTU28-
2 3810 4340 4680 3485 26) - 10d (Carried Member - Max Nailing) 26) -
16d (Carrying Member - Max Nailing) T8
THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.
35, 12) - 10d (Joist) 06-
0921.
05, RR
25843 13116-
R HHUS46
2790 3160 3410 1550 14)-16d(Face), 5) -
16d (Joist)
USP
STRUCTURAL
CONNECTORS`
T A M ITaW Company
Hangers
Allowable Load (Ibs)
DF-L / SP LSL LVL PSL SPF I -JOIST
USP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face)
FL13285.35, 16) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS48 4210 4770 5140 2000 22) -16d (Face)
8) - 16d (Joist)
T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face)
FL821.75, 8) - 10d (Joist)
06-
0921.05,
RR 25779
13116-R
HGU526-2 4355 4875 5230 2155 20) -16d (Face)
8) -16d (Joist)
T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face)
FL821.75, 8) - 10d (Joist)
06-
0921.05,
RR 25779
HGU525-3 4355 4875 5230 2155 20) -16d (Face)
8) -16d (Joist)
T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face)
FL821.77, 10) - 16d (Joist)
RR 25779
13116-R
HGU528-2 7460 7460 7460 3235 36) -16d (Face)
12) - 16d (Joist)
T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face)
FL821.75, 10) - 16d (Joist)
06-
0921.05,
RR 25779
HGU528-3 7460 7460 7460 3235 36) -16d (Face)
12) -16d (Joist)
us P
STRUCTURAL
CONNECTORS`
A Welk'Company
Fastener Comaarison Table
Connector Schedule
Group Label LISP Stock No Required Fasteners Reference No Required Fasteners
4) - 10d (Header) 4) - 10d (Header)
T1 JUS24 LUS24
2) - 10d (Joist) 2) -10d (Joist)
4) - 10d (Header) 4) - 10d (Header)
T2 JUS26 LUS26
4) - 10d (Joist) 4) -10d (Joist)
22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount)
6) - 10d (Face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange)
T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) - 16d (Face - Face Mount)
6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange)
4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange)
11) - 10d x 1-112 (Carried Member) 18) - 16d (Face)
12) - 10d x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member- Max Nailing)
T4 THD26 HTU26
20) - 16d (Carrying Member)
20) -16d (Carrying Member -Max Nailing)
18) - 16d (Face) 14) -16d (Face)
T5 THD26-2 HHUS26-2
12) - 10d (Joist) 6) - 16d (Joist)
28) - 16d (Face) 26) - 10d x 1-112 (Carried Member - Max Nailing)
T6 THD28 HTU28
16) - 10d x 1-1/2 (Joist) 26) -16d x 1-112 (Carrying Member - Max Nailing)
28) - 16d (Face) 22) - 16d (Face)
T7 THD28-2 HHUS28-2
16) - 10d (Joist) 8) -16d (Joist)
18) - 16d (Face) 14) - 16d (Face)
T8 THD46 HHUS46
12) - 10d (Joist) 6) -16d (Joist)
28) - 16d (Face) 22) -16d (Face)
T9 TH D48 HHUS48
16) - 10d (Joist) 8) -16d (Joist)
20) - 16d (Face) 20) - 16d (Face)
T10 THDH26-2 HGUS26-2
8) - 16d (Joist) 8) - 16d (Joist)
20) - 16d (Face) 20) - 16d (Face)
T11 THDH26-3 HGUS26-3
8) - 16d (Joist) 8) -16d (Joist)
36) - 16d (Face) 36) -16d (Face)
T12 THDH28-2 HGUS28-2
10) - 16d (Joist) 12) - 16d (Joist)
16d (Face) 36) - 16d (Face)
T13 THDH28-3 t(36)
HGUS28-3
10) - 16d (Joist) 12) - 16d (Joist)
usp
STRUCTURAL
CONNECTORS'
A MiTekCompany
REPAIR REQUESTS
When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets
correctly marked with. the issue / dain.age are required.
NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful.
1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair.
2. if there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email. request.
3. We cannot provide sealed drawings for "field built" trusses.
4. See example markup details below.
w
BREAK: Use a line to denote the i i MISSING I DAMAGED PLATE:
exact location of the bleak Circle Missing or Damaged Plate
m
J
3 4 _ 6 T & 9 ~ „b8-. 11 12 13
VW2 bSo2 J W 2 Y
Fit 3
21 20
f.
is 17 10 is
ALTERNATE I REM ED BEARING LOCATION: 7
Draw in new location of bearing, and provide dimension of its location
MISSING PIECE: Ifthere are
multiple breaks, resulting in missing
FM
TRUSS MODIFICATION: 7
If truss is too long t short, provide detailed `
sketch and provide dimensions as needed..
m........... .._..... _.....
1.. ... BREAK: Use a line to
3 denote exact location of breakSPLITICRACK: Denote enact location of
damage, and provide length if greaterihan 12' ;
MISSING I DAMAGED PLATE:
Circle Missing or Damaged Plate
1e" mmy,n,f ........ DEFLECTION/CROWN: Denote exact location ofwherethe start and
1" out of plane stop of the issue, as well as dimensions of where the issue ocours.
a f'
C
eav1y
Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle.
4._.....
315U
I TYP. END DETAIL I
HATCH LEGEND
1
e+i•i<e••i
30, 0'
Truss I.D.
Gravity (> 5,000#) / Uplift (>
Horizontal (> 350z)
NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
p) (UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
a ' REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
A; JUS24 ; THD46
B UJUS26 .MSH422
THD26 QK MUS26
QD THD28
QE THD26-2-
QF THD28-2-
JUS46 - - -
LOADING ROOF
FLOORKENCLOSEDo
LIVE LOAD 20 40ASIDE
00
DEAD LOAD 1O 1O
F LIVE LOAD 10* 0
00m
DEAD LOAD 10 5
TOTAL LOAD 40 55 FBC - 2014
DURATION FACTOR 1.25 1.00 TPI - 2007
REV DATE BV REMARKS
1 10l10/2017 ECC REVISED BRGAND PITCH ATGARAGE.
It is understood that above
conditions have been reviewed
APPROVED
8 are acceptable for the
fabrication at trusses, APPROVED AS NOTED
elevations,pitches, overhangs, REVISE AND RESUBMIT
fascias,ceiling
elevations/pitches, bearing REJECTED
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted
without previous written
DAT
approval from an A-1 Roof
Trusses representative. REVIEWED B
PLAN DATE I ARCH: --/--/---- STRUCT:--/--/----
CUSTOMER RYAN HOMES
JOB NAME SUMMERLAND "A" raracER1aHr
5 ......_
JOB # ARbSUALb MASTER;
DRAWN, SCALE
DATE 06/20J2017 ECC ; N,T.S.
AREA I CACC
TIT. END DETAIL
y
FLOOR 1428 C Ate' RO®rcc
ROOF 2266.07 ., TRUSSESFASCIA323.
HIP LINE __ 153 A FLORIDA CORPORATION
VALLEY LINE_ 17,
Ph 772-409-10101 Fax 772-409-1015
a a
RECORD COPY
D` City of Sanford
Building and Fire Prevention
Product Approval Specification For
SANFORD
Permit # # 1 7- 3 5 4 5
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Smooth Star 15000.2/15000.4
Sliding Ply Gem 4780 SGD 14634.2 - R1
Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11
Roll Up
Automatic
Other
2. Windows
Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2
Horizontal Slider
Casement
Double Hung
Fixed Plv Gem 4701FL 705 14253 - R3
Awning
Pass Through
Projected
Mullions Ply Gem 4700 15264 - R1
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels12194 R5
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. Certain -Feed Asphalt Roofing Shingles 5444 - R11
Underlayments InterWrap Inc. Rhino Roof Underlayment 151216 - R2
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 Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Vicky Otero
Please Print)
June 2014
Construction Products
1. Product Name
Grace Vycor® Plus Self -Adhered Flashing
2. Manufacturer
Grace Construction Products
62 Whittemore Avenue
Cambridge, MA 02140
866) 333-3SBM (3726)
Fax; (410) 431-7281
www.graceconstruction.com
www,graceathome.com
3. Product Description
BASIC USE
Grace Vycor® Plus Self -Adhered Hashing is a
self-sealing, fully adhered, composite flexible
flashing designed to protect critical non -roof
details from air, water and moisture infiltration. It
provides an excellent positive seal around the
outside and inside of doors and windows and
can be used to seal joints, seams, holes and
other undesirable openings in wall systems,
COMPOSITION & MATERIALS
Grace Vycor Plus Self -Adhered Hashing is a 25
mil (0.64 mm), cold applied, self -adhering
membrane consisting of a 3 mil (0.07 mm) high
density, cross -laminated polyethylene film
coated on one side with a 22 mil (0,56 mm)
layer of rubberized asphalt adhesive. For ease
of application, the rolls are interwound with a
disposable silicone coated release sheet, The
flashing is a dark gray -black,
Grace Vycor Plus Self -Adhered Hashing is
now available with RIPCORD'"', a cord embed-
ded in the adhesive layer that allows split
release on demand. RIPCORD makes the mem-
brane installation faster and easier and
enables proper integration with the other
waterproofing elements of the wall system.
Priming is generally not required for most
substrates provided they are clean and dry.
However, oh concrete, masonry and DensGlass
Gold® apply Perm -A -Barrier® WB Primer, If
adhesion is found to be marginal, also prime
wood composition and gypsum sheathing with
Perm -A -Barrier WB Primer. The coverage rate
for Perm -A -Barrier WB Primer is 250 - 350 ftz/gal
6 - 8 m2/L),
SIZES
Grace Vycor PIUs Self -Adhered Flashing is
available in 75 (22.9 m) rolls in widths of 4", 6",
9" and 12" (100, 150, 225 and 300 mm), The 4"
100 mm) width is packaged 18 rolls per car-
ton; the 6" (150 mm) is packaged 12 rolls per
carton, and the 9" and 12" (225 and 300 mm)
are packaged 6 rolls per carton.
LIMITATIONS
Grace Vycor Plus Self -Adhered Hashing must
not be applied in areas where it will be per-
manently exposed to sunlight, and must be
covered within a reasonable amount of time
not to exceed 30 days. Grace Vycor Plus
should not be used in hot desert areas in the
southwestern United States.
The following sealants are chemically com-
patible with the adhesive side of Grace Vycor
Plus Self -Adhered Hashing if the specific formu-
lation does not contain hydrocarbon solvents;
silicone, acrylic, butyl, I -part polyurethane and
2-part polyurethane. This flashing is incompati-
ble with creosote; joint sealants containing
polysulfide polymer or hydrocarbon solvents;
products manufactured from EPDM and flexi-
ble PVC; and certain caulks. For more informa-
tion, refer to Technical Letter 1, "Chemical
Compatibility with Other Building Materials and
Sealants,"
Grace Vycor Plus Self -Adhered Hashing is
designed for NON -ROOF flashing applications.
The membrane is slippery - do not use on the
roof. DO NOT walk on the membrane.
4. Technical Data
APPLICABLE STANDARDS
ASTM International
ASTM C836 Standard Specification for High
Solids Content, Cold Liquid -Applied Bastomeric
Waterproofing Membrane for Use with
Separate Wearing Course
ASTM D412 Standard Test Methods for
Vulcanized Rubber and Thermoplastic
Rubbers and Thermoplastic Bastomers-Tension
ASTM D570 Standard Test Method for Water
Absorption of Plastics
ASTM D903 Standard Test Method for Peel or
Stripping Strength of Adhesive Bonds
ASTM D1876 Standard Test Method for Peel
Resistance of Adhesives (i Peel Test)
ASTM D1970 Standard Specification for Self -
Adhering Polymer Modified Bituminous Sheet
Materials Used as Steep Roofing Underlayment
for Ice Dam Protection
ASTM D3767 Standard Practice for Rubber -
Measurement of Dimensions
FLEXIBLE FLASHING 07650
Grace Construction Products
PHYSICAL/CHEMICAL PROPERTIES
See Table 1.
5. Installation
STORAGE
Protect materials from rain and physical dam-
age. Pallets of Grace Vycor Plus Self -Adhered
Flashing should not be double stacked on the
jobsite. Provide cover on top and all sides, allow-
ing for adequate ventilation, Store this product
in its original, unopened packaging at ambient
temperatures between 40 - 90 degrees F (5 - 32
degrees C), under dry conditions and away
from exposure to direct sunlight, Store all prod-
ucts in a dry area away from high heat, flames
or sparks. Store only as much material at point
of use as is required for each day's work.
ENVIRONMENTAL CONDITIONS
Grace Vycor Plus Self -Adhered Hashing can-
not be applied to moist or damp surfaces.
After precipitation, allow a minimum of 24
hours for drying before installing the flashing,
Grace Vycor Plus Self -Adhered Hashing can
be applied at air and surface temperature of
25 degrees F (-4 degrees C) and above.
APPLICATION METHODS
Surface Preparation
Substrate must be smooth, clean, dry and free
of voids, spoiled areas, loose substrate, loose
nails, other sharp protrusions or other matter
that will hinder the adhesion or regularity of the
flashing installation. Clean loose dust or dirt
from the surface wherever Grace Vycor Plus
Self -Adhered Hashing is to be applied by wip-
ing with a clean dry cloth or brush. If the flash-
ing does not adhere properly to the substrate,
apply Perm -A -Barrier WB Primer at a coverage
rate of 250 - 350 ft2/gal (6 - 8 m2/L).
Allow primer to dry completely, approxi-
mately 1 hour depending on weather condi-
tions, before application of flashing, Excess
primer will not improve the adhesion of the
flashing. The primer is considered dry when
the substrate returns to its original color, mini-
mum 1 hour. If primed areas are not covered
that day, reprime area if there is significant
dust or dirt contamination.
Flashing Application
Install the membrane following the shingle
principle: Apply the top membrane layer over
the bottom layer so that the system sheds
water. For ease of installation, Grace Vycor
Plus Self -Adhered Hashing has measure mark-
ings at 6" and 12" (152 and 305 mm) intervals.
Cut Vycor Plus into appropriate lengths.
SPE4DATAe and MANU-&%de ore registered trademods of Reed Elsevier Inc. The ten part SPM DATA format conforms to the eddorlal style Reed Construction
of The Construction specifications Witte and is used with fhefr permission. The manufacturer is respormble for ted dcol accuracy. V"5 Reed Construction Data. All fights Reserved, Data.
Use RIPCORD to split the release paper and
adhere half of the membrane, if necessary.
Peel release paper from roll to expose rub-
berized asphalt and position flashing to cen-
ter over joint location before applying. Move
along opening or joint, being careful to put
flashing as evenly as possible over the open-
ing and avoiding fishmouths along the edges.
Roll flashing firmly into place to ensure contin-
uous and intimate contact with the substrate.
If wrinkles develop, carefully cut out affect-
ed area and replace in the similar procedure
outlined above. The repair piece also must be
pressed into place as soon as possible to
ensure continuous and intimate contact with
the substrate.
Grace Vycor Plus Self -Adhered Hashing
must be continuously supported by the sub-
strate and must not span or bridgb joints,
gaps or voids in excess of 114" (6A mm). End
laps that occur in subsequent lengths must
maintain a minimum overlap of 3" (75 mm).
PROTECTION
Grace Vycor Plus Self -Adhered Hashing must
be protected from damage from other
trades or construction materials.
SAFETY, STORAGE & HANDLING
Grace Vycor Plus Self -Adhered Hashing prod-
ucts must be handled property. The best infor-
mation on safe handling, storage, personal
protection, health and environmental consid-
erations has been gathered. Material Safety
Data Sheets (MSDS) are available from the
manufacturer upon request. All users must
acquaint themselves with this information,
Carefully read detailed precaution statements
on product labels and MSDS before use,
6. Availability & Cost
AVAILABILITY
A nationwide network of distributors carries
Grace Vycor Plus Self -Adhered Hashing prod-
ucts, Contact a Grace Construction Products
representative for ordering and delivery
information,
COST
Grace Vycor Plus Self -Adhered Hashing is
competitively priced, For specific information,
contact a Grace Construction Products repre-
sentative,
FLEXIBLE FLASHING 07650
Grace Construction Products
TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYOOR PLUS SELF -ADHERED FLASHING
Property & test Typical value
Color Gray -Black
Thickness, ASTM D3767, Method A 25 mil (0.64 mm)
Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C)
Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum
Cracked cycling 100 cydes per ASTM C836 Unaffected at -25°F (-32°C)
Lap adhesion at minimum application temperature,
ASTM D1876 Modified
60 plf (875 N/m) width
Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width
ASTM D903
7. Warranty
Grace Vycor Plus Self -Adhered Flashing is war-
ranted at the time of shipment to meet
Grace's published specifications.
8. Maintenance
Grace Vycor Plus Self -Adhered Hashing, when
installed in accordance with manufacturer's
recommendations, will not require maintenance,
9. Technical Services
Full-time, technically trained Grace Construction
Products representatives and technical person-
nel, backed by research and development
staff, provide support,
10. Filing Systems
First Sourcelm
Additional product information is available
from the manufacturer.
W. R. Grace & Co. -Conn, hopes the information here will be helpful. 9
is based upon data and knowledge considered to be true and occu-
rate ands offered for the users' consideration investigation and ver-
ificotion, but we do not warrant the results to be obtained Please
read of statements, recommendations and suggestions in conjunc
lion volt) our conditlors of sale, which apply to all goods supplied by
us. No statement, recommendation or suggestion Is intended for any
use vhch would infringe any patent or copyright. W. R. Grace & Ca
Conn, 62 Whittemore Avenue, Cambridge, MA 02140. In Canada,
Grace Canada Inc, 294 Cements Road, West, Ajax, Ontario, Canada
LIS 3C&
Bituthene, Perm -A -Barrier and Vycor are registered trodemorks, and
RIPCORD is a trademark of W. R Grace & Co. -Conn
DersGlass Gold is a registered trademark of Georgia-Pacific
Corporahort
Copyright 2004 W. R. Grace & Co. -Corn
TP-09SE , Printed in the USA 8104 MAIM
SKCGDATAe and MANU-SPEC° are registered trademark at Reed &Wet Inc The ten part SPEGDATA format conforms to the editorial style C, Reed Construction
J at the Construction specificationstrutihrte and is used dh ihe'v permission• the manufochser is responsbe far le&h kal o=acy.0=5 Reed Constwchon Data. All Riigtds Reserved Data.
Flashing Application Instructions for Windows
METHOD A: BEFORE WEATHER -RESISTIVE BARRIER
Based on the climatic conditions and the exposure of the window, there are a
number of different flashing options. The method below is only one
of the recommended options (see Detail VCRDET-102) which meets AAMA
criteria. Refer to the subsequent details (VCRDE -100 to 106) for additional
flashing options located on pages 27-33.
Wkg
Step One:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
The length of the flashing
should extend beyond the
sill equal to the width of the
jamb flashing (see Table I,
page 8).
Step Two:
Before installing flashing
on sill and jambs, locate
the RIPCORD.
Step Three:
Rewind the pre-cut flashing.
Position inside rough opening
on the vertical jamb 9 inches
up on each side. Apply to win-
dowsill, removing half the
release paper and exposing
the adhesive.
Roll firmly into position.
Make vertical relief cuts
starting from corner of win-
dow sill upward. Roll firmly
into place as necessary.
Note: Do not remove the
release paper on the bottom
half of the flashing until
future tie-in with the
weather -resistive barrier.
Split the release paper Install window as per manufacturer's recommendation.
in half allowing for easy If sealant is used, ensure all excess sealant is removed from
installation. nailing flange and surrounding area to provide a smooth con-
tinuous substrate. (ASTM does not require a sealant on top
of window flange when using self -adhered flashing.)
rCu1=
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD A
BEFORE WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Apply the pre-cut jamb
flashing onto the nailing
flange. Position above the
head flange.
Unroll flashing and expose
adhesive by removing the
release paper. Roll firmly into
place as necessary.
Repeat on the other side.
Step Five:
Install the pre-cut
flashing over window
head flange by removing
release paper. Roll
firmly into place.
Mechanically fasten
head flashing at top
outermost corners,
as necessary.
Step Six:
Install weather -
resistive barrier as
per manufacturers
recommendations.
Position weather -
resistive barrier
under sill flashing.
Remove remaining
half of the release
paper from the sill
flashing. Adhere to
weather -resistive
barrier to ensure a
water shedding tie-in. El
Flashing Application Instructions for Windows
WINDOW INSTALLATION
METHOD B: AFTER WEATHER -RESISTIVE BARRIER
In this option (see Detail VCADET-100) the weather -resistive barrier has
already been installed before the window and flashing.
Step One:
Cut and remove weather -
resistive barrier from
rough opening of window
sill. Secure, if necessary,
to face of sill.
Score and fold weather -
resistive barrier above
header. Temporarily
secure to allow for flashing
installation.
Step Two:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
Use caution when
cutting the membrane.
Step Three:
Before installing sill
flashing, locate
the RIPCORD.
Split the release paper
in half allowing for
easy installation.
El
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Reroll the pre-cut flashing.
Position inside of rough
opening on the vertical
jamb.
Apply flashing to window
sill by removing half of the
release paper and exposing
the adhesive. Roll firmly
into position.
Make vertical relief cuts
starting from corner of
windowsill upward.
Roll firmly into place
as necessary.
Note: Do not extend sill
flashing beyond outside
edges of jamb flashings.
Install window as per manufacturer's recommendation. If sealant
is used, ensure all excess sealant is removed from nailing flange
and surrounding area to provide a smooth continuous substrate.
is Step Five:
Apply the pre-cut flashing
onto the nailing flange after
window has been installed.
Position jamb flashing
above the head flange.
Note: Do not remove the
release paper on the other
half of the flashing if future
tie-in with top of vinyl sid-
ing is required by others
see Detail VCRDET-107).
Unroll flashing by removing
the release paper exposing
the adhesive. Roll firmly
into place as necessary.
Repeat on other side.
16
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
21
71 Step Six:
Install pre-cutflashing
over the window head
flange by removing release
paper, exposing the adhe-
sive. Roll firmly into place.
Mechanically fasten head
flashing at top outermost
corners, as necessary.
Step Seven: 1 Remove temporary secure-
ment of weather -resistive
barrier above header. Fold
over head flashing. Seal
with weather -resistive
barrier seam tape.
Install siding and flashing below window as per siding
manufacturer's or Vinyl Siding Institute recommendations.
18 Step Eight:
Flashing should be long
enough to direct water
over the nailing flange of
the last course of siding
see Detail VGRDET-107).
Trim excess flashing that
hangs below the nailing
flange.
Discard in appropriate
manner.
Note: These same steps
can be used for other
accessory openings
i.e. under doors,
electrical outlets).
El
Flashing Application Instructions for Doors
Like flashing windows, Grace Vycor Plus is also
the product of choice for flashing around doors.
Step One:
Using the measurement
markings, pre-cut a 12 inch
piece of Grace Vycor Plus.
Install onto ledger board.
12
13
Step Two:
Install the weather -
resistive barrier as per
manufacturers recom-
mendation. Cut outthe
weather -resistive barrier
from rough door opening.
Remove also from inside
bottom of sill.
Step Three:
Install corner patch under-
neath the weather -resistive
barrier as per Detail
VCRDET-201.
Repeat on other side.
Note: Bowtie corner
patch option is shown
in photo.
For door installation detail refer to page 35 (VCRDET Z00).
For deck installation detail refer to page 37 (Detail VCRDET-
300). For complete deck installation guidelines consult the deck
section of this hook.
Ej
Flanged Window VCRDET-ioo
Flashing Installation After Weather -Resistive Barrier
MECHANICALLY FASTEN
AS NECESSARY IN
CORNERS THROUGH
GRACE VYCOR® PLUS —
WEATHER- RESISTIVEBARRIER
THE
l IASSEAfBLEDNIN ON)
s.
WEATHER -
RESISTIVE
BARRIER -
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
I
I.
O
I
I
I
I
Head flashing tie-in instructions:
1. Cut, fold up and temporarily secure
weather -resistive barrier above header to
allow for flashing installation q9
2. Install Grace Vycor Plus head flashing rM
FOLD UP WEATHER-
RESISTIVE BARRIER & under weather -resistive barrier
TEMPORARILY SECURE
3. Fold weather -resistive barrier back over
head flashing and seal with tape
EXTERIOI R
Notes:
1. For the most current details, installationSHEAT
video and product information, see our
6®
SILL PLATE web site at www.graceconstruction.com
SEE VCRDET-106
FOR OPTIONS) 2. RIPCORD® (Split Release on Demand) can W1
be removed from Grace Vycor Plus for
ease of installation'
r
13. Remove weather -resistive barrier from top
GRACE VYCOR®PLUS of window sill plate I
4. Install Grace Vycor Plus in order
shown by numbers f
2
5. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
Flanged Window VCRDE -1o1
Option 1 - Low Exposure
Notes:
EXTERIOR
SHEATHING
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYCOR® PLUS --I
SILL PLATE
SEE VCRDET-106
FOR OPTIONS)
GRACE
VYCOR® PLUS
DO NOT FLASH OVER —
BOTTOM NAILING FLANGE
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
4. If applicable, leave release paper on lower
half of sill flashing until future tie-in
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
Flanged Window VCRDET-102
Option 2 - AAMA Recommendation
NAILING FLANGE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYCOR® PLUS --,
GRACE
VYCOR®
DO NOT FLASH OVER —
BOTTOM NAILING FLANGE
Notes:
EXTERIOR
SHEATHING 1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown
by numbers
4. If applicable, leave release paper on lower
GRACE half of sill flashing until future tie-in
VYCOR® PLUS
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
Flanged Window VCRDET-103
Option 3 - Severe Exposure
r\ Notes:
MECHANICALLY FASTEN AS--,_ °>i
ram
NECESSARY IN CORNERS -
EXTERIOR
SHEATHING 1. For the most current details, installation
THROUGH GRACE "`
f
video and product information, see our web
VYCOR PLUS
site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
SILL PLATE
SEE CRDET-106 removed from Grace Vycor Plus for ease of
Z
FOR OPTIONS) installation
3. Install Grace Vycor Plus in order shown by
GRACE®
numbers
lowerGRACE
VYCOR® PLUS
4. If applicable, leave release paper on
F UOR half of sill flashing until future tie-in
5. Install Grace Vycor Plus and weather -resis-
tive barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
DO NOT FLASH OVER J
BOTTOM NAILING FLANGE
Half Round Window VCRDEr-104
Option 1 - Low to Moderate Exposure
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER#1 ON CHEMICAL
COMPATIBILITY WITH C
NAILING FLANGE
DO NOT FLASH OVER
I --
BOTTOM NAILING FLANGE
GRACE
VYCOR® PLUS
Half Round Window VCRDET-105
Notes:
For the most current details, installation video
SILL PLATE
SEEVCRDET-106 and product information, see our web site at
FOR OPTIONS) wv,w.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
2
GRACE 4. Mechanically fasten as necessaryVYCOROPLUS
5. If applicable, leave release paper on jowerCORNERPATCH
SEE VCRDET-504 half of sill flashing until future tie-in
FOR OPTIONS)
6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Option 2 - Severe Exposure
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER#1 ON CHEMICALCOMPATIBILITY WITH
NAILING FLANGE SILL PLATE
SEE VCRDET-106
FOR OPTIONS) -
GRACE
VYCOR® PLUS
4:.
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown
GRACE by numbers
VYCOR® PLUS
4. Mechanically fasten as necessary
5. If applicable, leave release paper on lower
half of sill flashing until future tie-in
6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Sill Plate Options VCRDE(-106
OPTION - A
CORNER PATCH OR
COMPATIBLE SEALANT
WOODEN
FURRING
STRIP
SILL PLATE
NOTE #2 ----/
WALL SHEATHING --/
VINYL
WALL SHEATHING —:/
Tie-in with Vinyl Siding at Window Sill VCRDET-107
Notes:
1. For the most current details, installation
video and product information, see our
web site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Remove weather -resistive barrier from
top of window sill plate
4. Install sill flashing as shown at left
5. Install Grace Vycor Plus around remaining
window unit per Grace Window Details
VCRDET-100 to 105)
6. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding
laps
5. Option C: Install wooden furring strip on
top of wooden siding prior to Grace Vycor
Plus
6. Detail also relevant for Grace Vycor V40
Notes:
1. For the most current details, installation video and product
information, see our web site at www.graceconstruction.com
2. RIPCORD° (Split Release on Demand) can be removed from
Grace Vycor Plus for ease of installation
3. Install Grace Vycor Plus and weather -resistive barrier to form
RD®
RELEASE ON DEMAND") water -shedding laps
4. Remove weather -resistive barrier from top of window sill plate
SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill
SEE VCRDET-106
FOR OPTIONS) Flashing until future tie-in
6. Extend Grace Vycor Plus over nailing flange of the last com-
plete course of siding panel and trim Grace Vycor Plus to
L SHEATHING protect from permanent exposure to LIV
7. Install Grace Vycor Plus around remaining window unit per
Grace Window Details (VCRDET-100 to 105)
NEATHER-RESISTIVE
3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40
9. Leave release paper on or other bond breaker between Grace
Vycor Plus and vinyl
Outside Corner VCRDET-500
WEATHER -RESTS
BARRIER (OPTIO
GRACE
VYCORO PLUS
Wall -to -Wall Outside Corner VCRDET-501
GRACE
VYCOR
PLUS
SIDING
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
HEATHING 2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
4. Mechanically fasten as necessary
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
GRACE
VYCOR® PLUS 6. Detail also relevant for Grace VycorV40
ET-504 FOR OPTIONS)
R
S
Notes:
1. For the most current details, installation
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus and weather -resis-
tive barrier to form water -shedding laps
4. Extend Grace Vycor Plus beyond joint
between siding and corner post/boards
5. Install Grace Vycor Plus on outside corner
for the height of the wall
6. Detail also relevant for Grace Vycor V40
Inside Corner VCRDEi-502
mu-
ASPH
Wall -to -Mall Inside Corner VCROET-503
VINYL SIDING
VYCOR
SIDING
RUBBERIZED
ASPHALT ADHESIVE
E
R®PLUS it ?E•.
ED RELEASE I
R
BEFORE FOLDING. SCORE RELEASE PAPER
TO EXPOSEADHESNE AS SHOWN)
MECHANICALLY FASTEN AS NECESSARY IN
CORNERS THROUGH GRACE UNDERLAYMENT
WOOD SIDING
p VlY1lVJ
Notes:
1. For the most current details, installation
video and product information, see our web
site at www.graceconstructiomcom
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Use a square piece of membrane (3 inches x
3 inches minimum) for inside corner
4. Use RIPCORD (Split Release on Demand)
for ease of installation and to minimize
scoring release paper
5. Fold as shown by arrows
6. Angle of corner may vary, adjust folding of
the membrane accordingly to fit tightly to
corner .
7. Install Grace Vycor Plus and weather -resistive bar-
6erto form water -shedding laps
8. Detail also relevant for Grace VycorV40
Notes:
1. For the most current details, installation
video and product information, see our
web site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding
laps
4. Extend Grace Vycor Plus beyond joint
between siding and corner post/boards
5. Install Grace Vycor Plus on inside corner
for the height of the wall
6. Detail also relevant for Grace VycorV40
Corner Detailing patch Options VCRDET-504
Notes:
1. For the most current details, installation video and product
information, see our web site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be removed from
Grace Vycor Plus for ease of installation
3. Remove release paper at time of installation of comer patch
4. Nominal patch size is 3 inches x 3 inches
5. Detail also relevant for Grace Vycor V40
Option -A
RELIEF
CUT
PATCH -A
Option-B
PATCH-B
Option-C
I n I V I (-
INSTALLED AT CORNER
FAI VI 1-V
INSTALLED AT CORNER
PATCH-C I
INSTALLED AT CORNER
Foundation Sill Plate VCRDEr-505
Option 1
WEATHER -RESISTIVE
n
Notes:
BARRIER (OPTIONAL)-,
SIDING
EXTERI
SHEATI
GRACE
VYCOR
Foundation Sill Plate VCRDET506
Option 2
WEATHER -RESISTIVE
BARRIER (OPTIONAL)
EXTERIOR -
SHEATHING
STUD WALL
SILL SEAL
GRACE VYCORD
PLUS
FOUNDATION
WALL
1. For the most current details, installation
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus in order shown by
numbers
4. Install Grace Vycor Plus and weather -resis-
tive barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
STUD WALL removed from Grace Vycor Plus for ease of
installation
SILL SEAL 3. Install Grace Vycor Plus in order shown by
GRACE VYCOR® numbers
PLUS
a 4 4. Install Grace Vycor Plus and weather -resistive
FOUNDATION barrier to form water -shedding lapsWALL
a 5. If priming is necessary, use Perm -A -Barrier
a
WB Primer to promote adhesion to concrete
a
a
a
a n '.
6. Detail also relevant for Grace Vycor V40
Georgia-Pacific
ens rmorPlus Interior
Panels Manufacturer
Georgia-
Pacific Gypsum Georgia-Pacific Canada 133
Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta,
GA 30303 Mississauga, ON L5N 5S3 Technical
Service Hotline: 1-800-225-6119 Description
DensArmor
Plus® Interior Panels are noncombustible (as defined and tested in accordance
with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture -
resistant gypsum core with coated fiberglass mats. The fiberglass mats provide
superior protection from incidental moisture. DensArmor Plus Panels are highly
resistant to the growth of mold, and have scored a 10, the highest level of performance
for mold resistance under ASTM D3273 test method. The
core of DensArmor Plus panels is reinforced with fiberglass, increasing the product'
s strength. The treated core and the coated facings made with fiberglass offer
greater moisture resistance and improved dimensional stability than regular gypsum
board. The product resists warping, rippling and buckling. They -
have a tapered edge to receive joint treatment. The field of the board can be finished
in the same manner as regular gypsum board. DensArmor
Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified
for low emissions of volatile organic compounds (VOCs) by a leading third -
party organization, UL Environment. In addition, DensArmor Plus Interior Panels
are listed as GREENGUARD microbial resistant. This listing means DensArmor
Plus Panels, which feature fiberglass mats instead of paper facings used
on the surface of traditional gypsum board products, resist mold growth. The
microbial resistant test is based on ASTM D6329, a testing standard set by
ASTM International, which develops testing guidelines and procedures for building
materials, products, systems, and services. DensArmor
Plus Panels also are listed in the Collaborative for High Performance Schools® (
CHPS®) High Performance Products Database for low emissions of VOCs. CHPS
is a national non-profit organization that works with school districts and their
design teams to improve the quality of education by using products that have
met requirements to receive CHPS credits. Primary
Uses DensArmor
Plus Interior Panels are an interior wall or ceiling covering material for use
in new construction or renovation work. They are designed for direct attachment with
screws or nails to wood and metal framing or existing surfaces. They may be
used as a covering material for flat or curved structures. DensArmor Plus Panels are
manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint
treatment. Use
on interiors of exterior walls, where moisture intrusion is most likely. Use
in pre rock areas, where the windows, doors or roof have not been installed
making moisture intrusion inevitable. DensArmor Plus Panels come
with a limited warranty against delamination and deterioration for up
to 12 months of exposure to normal weather conditions.* Use
in wet areas behind tile, such as tub and shower areas, where ASTM
C1396, Section 7 is allowed by code. For
complete warranty details, visit www.gpgypsum.com. Submittal
Job Name Approvals
Contractor
Date
Technical
Service Hotline 1.800.225.6119 or www.
gpgypsum.com Limitations
DensArmor
Plus Interior Panels are a non-structural product and should not be used
as a nailing base to support heavy wall -mounted objects. Intended
for interior applications and soffits in protected areas, DensArmor Plus Panels
must be kept dry during storage and handling. Do
not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is prolonged
exposure to temperatures exceeding 1257 (52`C), e.g. adjacent to wood
burning stoves, heating appliances, saunas or steam rooms. Technical
Data Flame
spread and smoke developed rating of 0/0 when tested in accordance with ASTM
E84 or CAN/ULC S102. Noncombustible
as described and tested in accordance with ASTM E136 or CAN/
ULC 5114. 5/
8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/
2" and 5/8" DensArmor Plus® Fireguard CO panels are UL and ULC Classified Type
DAPC. Decoration
DensArmor
Plus Interior Panels are designed to accept most types of paints, textures
and wall covering materials. Because of the enhanced moisture- and mold -
resistant properties of DensArmor Plus Panels, drying times for both joint compound
and wall coverings may vary. Always follow paint or wall covering manufacturer'
s installation instructions when applying either of these finishes. Georgia-
Pacific Gypsum strongly recommends priming the surface of DensArmor Plus
Panels with a quality, high solids primer/sealer before applying a final decorative
material. Priming will equalize the suction variations between the joint compounds
and the fiberglass surfaces. If glossy paints are used in such areas as
kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor
Plus Panels to reduce highlighting or joint photographing. This method is
also recommended in areas with severe natural or artificial side lighting. Handling
and Use —CAUTION This
product contains fiberglass facings which may cause skin irritation. Dust and fibers
produced during the handling and installation of the product may cause skin,
eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact
with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always
maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved
respirator as appropriate in dusty or poorly ventilated areas. Stack
DensArmor Plus Interior Panels flat on a level surface. As individual sheets are
removed for installation, they should be raised up on edge carefully and carried in
a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum
Association Publications GA-216 and GA 801. Take
care to avoid impact, undue flexing and subsequent damage to board edges, ends
and corners. Material
Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or
call 1-404-652-5119. Applicable
Standards Manufactured
to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued —
p t.
9, ti l3/a0 naiures,
Georgia4lacific
DensArmor Pluse
Interior Panels
Sizes and Edges
DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
Physical Properties
Technical Service Hotline 1.800.225.6119 or
www.gpgypsum.com
Installation
DensArmor Plus® Interior Panels should be installed according to the most current
versions of Gypsum Association Publication GA-216 "Application and Finishing of
Gypsum Board for Non -Fire -Rated Construction"
For fire -rated installations, the installation and details shall be in conformity with
those assemblies published in the Gypsum Association Fire Resistance Design
Manual GA-600, UL and ULC Fire Resistance Directories.
Thickness, nomina14 1/2" (12.7 mm) 1/2" (12.7 mm) 5/8" (15.9 mm) 5/8" 05.9 mm)
1/64" (0.4 mm) 1/64" (0.4 mm) 1/64" (0.4 mm) 1/64" (0.4 mm)
Width, standard' 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 4' (1219 mm)
3/32" (2.4 mm) 3/32" (2.4 mm) 3/32" (2.4 mm) 3/32" (2.4 mm)
Length, standard 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to
12'(3658 mm) 12'(3658 mm) 12'(3658 mm) 12'(3658 mm)
1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm)
Weight', nominal, lbs./sq. ft., (Kg/mz) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1)
Edges Tapered Tapered Tapered Tapered
Permeance', Perms (ng/Pa • s • m2) 10 (570) 10 (570) 10 (570) 10 (570)
Linear expansion with moisture change,
in/in %RH (mm/mm %RH) 6.25 x 10' 6.25 x 101 6.25 x 10-' 6.25 x 10-1
Coefficient of thermal expansion,
in/in/°F (mm/mm/'C) 8.5 x 10-' 05.3 x 10.6) 8.5 x 10-6 (15.3 x 10-1) 8.5 x 10-6 (15.3 x 1 V) 6.5 x 10-' (15.3 x 10-1)
a • Flexural strength, parallel, Ibf.4 IN) Z BD (356) z80 (356) 2-100 (444) 2-100 (444)
Flexural strength, perpendicular, Ibf?•' (N) 2-100 (444) a100 (444) z140 (622) 2-140 (622)
R Value', ft2 • °F• hr/BTU (m2• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118)
Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible
Nail pull resistance, Ibf.a< (N) a 80(356) z80 (356) z90 (400) z90 (400)
Hardness core, edges and ends, Ibf. (N) 2:15 (67) z15 (67) z15 (67) z15 (67)
Water absorption (% of weight)'•' 5 5 5 5
Surface water absorption'•' 1.6 grams 1.6 grams 1.6 grams 1.6 grams
Surface burning characteristics
per ASTM E84 or CAN/ULC S102):
flame spread/smoke developed 0/0 0/0 0/0 0/0
Humidified defections,' S2/8" (6.4 mm) 52/8" (6.4 mm) 51/8" (3 mm) 51/8" (3 mm)
Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm)
Represents approximate weight for design and shipping purposes'
z Tested in accordance with ASTM C518
Tested in accordance with ASTM C473
Specified values perASTM C1658 and ASTM C1177
Double fasteners on ends as needed
As defined and tested in accordance with ASTM E136 or CAN/ULC S114.
Tested in accordance with ASTM E96 (dry cup method)
04 k Georgia-Pacific
Gypsum
U.S.A. Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum II LLC
Canada Georgia-Pacific Cahada LP
SALES INFORMATION AND ORDER PLACEMENT
U.S.A. West: 1-800-824-7503
Midwest: 1-800-876-4746
South Central: 1-800-231-6060
Southeast: 1-800-327-2344
Northeast: 1-800-947-4497
CANADA Canada Toll Free:1-800-387-6823
Quebec Tall Free:1-800-361-0486
TECHNICAL INFORMATION
U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum LLC. Collaborative for High Performance Schools and,CHPS are trademarks owned by
Collaborative for High Performance Schools Inc.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product, please go to www.gpgypsum.com and select the product for warranty information. All sales
of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com.
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit our website at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo
or call 1-800-225=6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating
and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembly/system incorporating the product, or any given piece of the product
itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other
specified fire resistance or protection in an actual fire. In the event of an actual fire, you should
immediately take any and all actions necessary for your safety and the safety of others without
regard for any fire rating of any product or assembly/system.
02014 Geargia-Padfic Gypsum LLC. All rights reserved. 1114. GP -TM UL Item 63224&
AL
Georgia-Pacific
DensGlassO Technical Service Hotline 1.800.225.6119 or
Sheathing www.gpgypsum.com
Manufacturer
Georgia-Pacific Gypsum Georgia-Pacific Canada
133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200
Atlanta, GA 30303 Mississauga, ON 1-5N 5S3
Technical Service Hotline: 1-800-225-6119
Description
DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant
core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing
superb protection from the elements, DensGlass Sheathing is resistant to
delamination and deterioration due to weather exposure —even during construction
delays that last as long as twelve months after installation and are backed by a
limited warranty against delamination and deterioration for up to 12 months of
exposure to normal weather conditions.* DensGlass Sheathing panels are also
mold -resistant, and have scored a 10, the highest level of performance for mold
resistance under ASTM D3273 test method.
DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping,
rippling, buckling and sagging for a flat and even substrate and is noncombustible
as defined and tested in accordance with ASTM El36 or CANNLC S114. Since
DensGlass Sheathing is strong in both directions, it may be installed either
parallel or perpendicular to wall framing members (always follow specific
assembly installation instructions).
Primary Uses
Because of the superior performance of DensGlass Sheathing, it is specified for
exterior walls, ceilings and soffits in a wide variety of applications. These include
exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications;
cladding such as wood siding, vinyl siding, composition siding, wood shingles,
shakes, conventional stucco systems, plywood siding panels; and interior finish
systems that require a substrate panel with superior fire and moisture resistance.
For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or
mechanical application of expanded polystyrene or extruded polystyrene insulation,
and is recommended in all climate zones.
Manufacturers of water and air resistive barriers, which include attached flexible
membranes, self -adhered membrane and liquid applied, have found DensGlass
Sheathing to be a suitable substrate for their systems.
DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both
cold and warm climate zones. It resists sagging, even under exceptionally humid
conditions. Panels are applied directly to structural framing. Surface and joints
may be finished and painted, or surfaced with an exterior finish system.
Limitations
DensGlass Sheathing is resistant to normal weather conditions, but it is not intended
for immersion in water. Cascading roof/floor water should be directed away from
the sheathing until appropriate drainage is installed.
Avoid any condition that will create moisture in the air and condensation on
DensGlass Sheathing. The use of forced air heaters creates volumes of water
vapor which, when not properly vented, can condense on building materials.
The use of these heaters and any resulting damage is not the responsibility of
Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation.
For complete warranty details, visit www.gpgypsum.com.
Submittal Job Name
Approvals
Contractor
Date
When DensGlass Sheathing panels are used in slanted wall applications, that portion
of the wall must be temporarily protected from the elements. Do not allow water
to pond or settle on sheathing. Also, exposed wall ends must be covered to
prevent water from infiltrating the cavity.
Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the
performance of the cladding or exterior systems applied over DensGlass Sheathing.
The suitability and compatibility of any system is the responsibility of the system
manufacturer or design authority.
Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or
framing.
DensGlass Sheathing is not intended for roof applications. For roof applications,
consult our DensDeck® Roof Board brochure.
DensGlass Sheathing is not intended for interior or exterior tile applications. For
interior tile applications, consult our DensShield® Tile Backer brochure.
DensGlass Sheathing should not be used in lieu of plywood where required.
Do not apply DensGlass Sheathing below grade.
For all installations, design details such as fasteners, sealants and control joints
per system specifications must be properly installed. Openings and penetrations
must be properly flashed and sealed. Failure to do so will void the warranty.
Do not use DensGlass Sheathing as a base for nailing or mechanical fastening.
Fasteners should be flush to the face of the board, not countersunk.
Technical Data
DensGlass Sheathing is noncombustible as described and tested in accordance
with ASTM E136 or CANNLC 5114.
DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified
deflection by a factor of 10 in tests over the standard for regular gypsum sheathing.
5/8" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG.
DensGlass Sheathing is manufactured to meet ASTM C1177.
Flame spread and smoke develop rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Handling and Use —CAUTION
This product contains fiberglass facings which'may cause skin irritation. Dust
and fibers produced during the handling and installation of the product may
cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini-
mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye
protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/
MSHA approved respirator as appropriate in dusty or poorly ventilated areas.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo
or call 1-404-652-5119.
Product Data
Thicknesses: 1/2" (12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177)
Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm)
Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard
Edges: Square
A?%
continued--->
lil Georgia-Pacific
De nsG'ass Technical Service Hotline 1.800.225.6119 or
Sheathing www.gpgypsum.com
nominal 4' (1219 mm) ± 1/B" (3 mm) 4' (1219 mm) ± 1/8" (3 mm)
Length, standard 8' (2440 mm), 9' (2743 mm), 6' (2440 mm), 9' (2743 mm),
10' (3048 mm), ± 1/4" 16 mm) 10' (3048 mm), ± 1/4" (6 mm)
Weight, nominal, lbs./sq. ft. (Kg/m2) 1.9(9) 2.5(12)
Bending radius' 6' (1829 mm) 8' (2438 mm)
Racking strengths, lbs./ft. (dry) (N/m), Ultimate -not design value >540 (7878) >654 (9544)
Flexural strength',', parallel, Ibf. (N), 4' weak direction z80(356) z100 (445)
Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa)
Humidified deflection' 4 <2/8" (6 mm) <1/8" (3 mm)
Permeance2, Perms (ng/Pa•s•m2) >23 (1300) >17 (970)
R Value3, ft'- Fehr/BTU W-K/W) .56 (0.099) .67 (0.118)
Combustibility' Noncombustible Noncombustible
Linear expansion with moisture change, in/in %RH (mm/mm %RH)s 6.25 x 10" 6.25 x 101
Surface burning characteristics per ASTM E84 or
CAN/ULC S102: flame spread/smoke developed 0/0 0/0
Coefficient of thermal expansion, 8.5 x 10-1 8.5 x 10,
in/in/°F (mm/mm/°C) (15.3 x 10-91 _ (15.3 x 10-91 -
r Tested in accordance with ASTM C473
2 Tested in accordance with ASTM E96 (dry cup method)
3 Tested in accordance with ASTM C518 (heat flow meter)
4 Specified values per ASTM C1177
A0 Georgia-Pacific
Gypsum
U.S.A. Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum II LLC
Canada Georgia-Pacific Canada LP
SALES INFORMATION AND ORDER PLACEMENT
USA West: 1-800-824-7503
Midwest: 1-800-876-4746
South Central: 1-800-231-6060
Southeast: 1-800-327-2344
Northeast: 1-800-947-4497
CANADA Canada Toll Free:1-800-387-6823
Quebec Toll Free:1-800-361-0486
TECHNICAL INFORMATION
U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com
Double fasteners on ends as needed
s Tested in accordance with ASTM E72
As defined and tested in accordance with ASTM E136 or CAN/ULC S114
3 As stated by Gypsum Association GA-235
Tested in accordance with ASTM E228-85
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum LLC.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product, please go to www.gpgypsum.com and select the product for warranty information. All sales
of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com.
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit our..website at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo
or call 1-800-225-6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating
and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembly/system incorporating the product, or any given piece of the product
itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other
specified fire resistance or protection in an actual fire. In the event of an actual fire, you should
immediately take any and all actions necessary for your safety and the safety of others without
regard for any fire rating of any product or assembly/system.
02014 Georgia-Pacific Gypsum LLC. All rights reserved. 1/14. GP -TM Lit. Item 1532250.
Florida Building Code Online Page 1 of 1
r Iy *. zee -'° :•r
g 1 i
i
Prof ssionai egulat Y -
Florida
Product ApprovalraUSER: Public User
Product Approval Menu > ProduR or Application Search > Application List
Search Criteria
Code Version 2014
Application Type ALL
Category ALL
Application Status ALL
Quality Assurance Entity ALL
Product Model, Number or Name ALL
Approved for use in HVHZ ALL
Impact Resistant ALL
Other ALL
Refine Search
FL# 15000
Product Manufacturer ALL
Subcategory ALL
Compliance Method ALL
Quality Assurance Entity Contract Expired ALL
Product Description ALL
Approved for use outside HVHZ ALL
Design Pressure ALL
FL#
y Jy
Type Manufacturer Validated By Status
FL15000-R2 Revision Therma-Tru Corporation
Category: Exterior Doors
Ryan J. King, P.E.
813) 767-6555
Approved
tor
Subcategory: Swinging Exterior Door Assemblies
APPMVep oy uo APPluvdo uy vorn x. uc i a- —'- -1,......, _ . -._ _.._, _...._ __.......__._....
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Corrvright 2007-2013 State of Florida :: Privacy Statement :: A ibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released_ in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
Credit Card
Safe
https: //www.floridabui[ding.org/pr/pr_app_lst.aspx 11 /30/2017
Florida Building Code Online Page 1 of 3
Ci} . -f A j •, tA,.' _ '>
is M
tfPx'`;# "i"q . -
0 Alec,
s _ - .?)`
i
a +
t I•
I..
Professionat Regulatior> :•..-• '
Florida
r Product Approval
Ste', — USER: Public User
rc:Geu rn
Product Approval Menu > Product or Aoolication Search Application List > Application Detail
FL # FL15000-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43S17
419) 298-1740
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
2 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
J Validation Checklist - Hardcopy Received
Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.Ddf
Referenced Standard and Year (of Standard) Standard Year
AAMA/ W D MA/CSA101/I. S.2/A440 2005
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15000 R2 Eauiv FL - 15000 Eouiv of Standards.odf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS... 11 /30/2017
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/29/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summary of Products
FL # Model, Number or Name Description
1500011 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without
Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO
Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15000 R2 II INST 55000.1.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15000.1 for Design Pressure Ratings, any FL150005000 R2 AE EVAL 15000.1.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "J" part number doors and sidelites, which have been
stained or painted within 6 months of installation.)
15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact' Opaque Fiberglass Door with & without
Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO
Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "I" part number doors and sidelites, which have been
stained or painted within 6 months of installation.)
15000.3 c. "Fiber -Classic" or "Smooth -Star" ST "Non -Impact" Opaque Fiberglass Door with & without
Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO
Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "J" part number doors and sidelites, which have been
stained or painted within 6 months of installation.)
15000.4 d. "Fiber -Classic" or "Smooth -Star" ST "Non -Impact" Opaque Fiberglass Door with & without
Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO
Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.1)df
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "J" part number doors and sidelites, which have been
stained or painted within 6 months of installation.)
15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing
Inswing (XX Configurations)
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS... 11 /30/2017
Florida Building Code Online Page 3 of 3
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes A 15000 R2 II INST 15000 5 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 16000.5.1)df
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "J" part number doors, which have been stained or
painted within 6 months of installation.)
15000.E f. "Fiber -Classic" or "Smooth -Star" 618 "Non -Impact" Center Hinged Glazed Fiberglass DoubleFo Door - Inswing (OX or XO Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Fl 15000 R2 II INST 15000.6.odf
Verified F. Schmidt,
Impact Resistant: No Created by.Indepon Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (This product approval requires the use
of "J" part number doors, which have been stained or
painted within 6 months of installation.)
Back Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone, 850-487-1824
The State of Florida is an AA/EEO employer. Copy^^ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click hg_r _.
Product Approval Accepts:
Ckak
Credit Card
Safe
https://www.ftoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS... 11 /30/2017
THERMAITRU
THERMA TRU DOORS
1 1 e INDUMTRIAL DR., EDGERTON, OH 43517
FIBER CLASSIC" / "SMOOTH STAR"
8'0 INSWING w/ & w/OUT SIDELITES
FIBERGLASS DOOR
NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the Sill Edition )2014) Florida Building
Code )FBC) structural requirements including the "High Velocity Hurricane Zone" )HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wail dressing or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant
covering that complies with Section 1626 of the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is
required to be protected with an impact resistant covering that complies with Section 1609.1.2 of
the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering anat is by
a licensed engineer or registered architect.
7. This product does not meet the water infiltration requirements for the "HVHT'. Inswing units shall be
installed only In non -habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill Is less than 45
degrees.
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 Typical elevations, design pressures & general notes
2 Door panel details )Smooth star)
3 Door panel details )Fiber classic)
4 Sidelite panel details & glazing details
5 Vertical cross sections
6 Horizontal cross sections
7 Horizontal cross sections
B Buck Anchoring
9 Frame anchoring
10 Frame anchoring
I Astragal details
12 Bill of materials & Components
9G
I05.50" MAX. OVERALL FRAME WIDTH
3
5
mIN— IACTIVE ACTIV
37.5W MAX.
OVERALL
FRAME WIDTH
lff"lldqq—lwhll--
00uu
a
SINGLE INSWING UNIT
X
SEE DETAIL
SHEET 66 5 5
DOUBLE WISIDELITES INSWING UNIT
OXXO
74.50' MAX. OVERALL
FRAME WIDTH
I b b
SEE DETAIL "A"/ / t 1
SHEET 6 5
DOUBLE INSWING UNIT
XX
Nz
rrrrrr
V
68.50*MAX
OVERALL WIDTH
b b b
SEE DETAIL "A"/ ( 1 1
SHEET 6 5 5
SINGLE W/SIDELITES INSWING UNIT
OXO
DESIGN PRESSURB RATING (WHERE WATER INFILTRATION IS NOT NEEDED)
tlNliTl'PE SyRFACEIBOLTI WITHSURFAG4BOGTS
SINGLE 67.0 67.0
DOUBLE 47.0 47.0 60.0 60.0
SINGLE !<DOUBLE
WITH SIDELITES 47.0 47.0 60.0 60.0
v
E
th
D.
z
A
wZ
J
O6
Q0
Ed
J
N
a
SCALE: N.T.S.
DwD. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-15000.4
SHEET 1 OF 1Z
36.09'MAX.
DOOR
PANEL WIDTH
P4
x u
10 010
DOOR PANEL
Smooth Star
1NTERIOR
HORIZONTAL CROSS SECTION
DOOR PANEL
4.037"
0.336" 1.545-
LATCH STILE TOP RAIL
4 -
SMOOTHTH START SMOOTH STAR)
1.546'
LM
Z'G S 'LE56HINGE 7, BOTTOM RAILSMOOOMTHTAR) SMOEOFHT STAR) S
EXTERIOR
In
z
00
Z 0 w
On zSS
ON o
o T.
xz
E
0
0 ai
It 5 q . M (L
E z
INTERIOR
VERTICAL CROSS SECTION
DOOR PANEL
E: 02124112
LE: N.T.S.
BY: JK
BY: LFS
WING N.:
FL— 15000.4
ET 2 OF 12
m
3
EXTERIOR 6 4 2 = N'; i ri'i O`
6 'c nnlu _
i ` o n° z°
Ern 9 m c
gig ci
INTERIOR a 'mad
36.W' MAX. 1 HORIZONTAL CROSS SECTION °
DOOR 3 DOOR PANEL V W
PANEL WIDTH
o° a
2
3
4.022" —{
335" I '¢
2N J WS
EXTERIOR INTERIOR ¢"
Ulu
In DO
U 0CZ W
m F- o
LATCH
STILE n1 TOP RAIL 00
O (FIBER CLASSIC) (FIBER CLASSIC) m O
n
NOI
N W
O DID { 1.208" 1.45 v)
o
DOOR
PANEL < s f 1, ,' • ^• • ;',': o Fiber
Classic f '';,' ;.
rp..•°- l 5
t )
8.:
r+
Jr. l,
l Q
Z
HINGE
STILE 5 BOTTOM RAIL ( 2 1 VERTICAL CROSS SECTION DATE: 02124112 FIBER
CLASSIC) (FIBER CLASSIC) 3 DOOR PANEL SCALE: N.T.S. DWG.
ar: JK CHK.
BY: LFS DRAWING
NO.: FL-
15000.4 SHEET ,
3 OF 2
1/7'GLASS 1/2" MIN.
BITE GLASS THK.
40 Fr 1/8".
G1 TEMPERED
GLASS
AIR SPACE
25" STEEL } 118'.
INTERIOR
INTERCEPT TEMPERED
SPACER GLASS
40 41 SEE NOTE 1
5" INSULATED GLASS W/
SMC LITE FRAME GLAZING DETAIL
13.9375' MAX.
PANEL WIDTH
7.125" MAX.
D.L.O. —1.
id r'
z =
O
a
o
X b
a
SIDELITE PANEL
Smooth Star
jj
FjI
I 2G LAIS
F1/
1" MIN.
40
BITE GLASS THK.
EXTERIOR 40
G1 E81, MPRED
CLASS
AIR SPACE
25" STEEL 118..
INTERIOR INTERCEPT TEMPERED
SPACER GLASS
40 29 SEE NOTE 1
5" INSULATED GLASS W/
PVC LITE FRAME GLAZING DETAIL
SEE NOTE 1
HORIZONTAL CROSS SECTION
4 SIDELITE PANEL
2.157' 2.589"
1.68" -' 1.676" - y
33 PLASTIC LIP LITE FRAME PLASTIC LIP LITE FRAME
EXTRUDED PVC EXTRUDED SMC
L-1 1.077" 1.077'
JJll
x a0
A .
Av
g
29
41
SEE NOTE 1
II II
Ilv(II III O G NriiIIIC,
E RIOR INTERIOR
co
wo
zcO
as m
a
U Et- K Yi
o fn
K
a a
VERTICAL CROSS SECTION
4 SIDELITE PANEL
1. Spacing for item #29 & #41 (lite frame screws)
I II[ is as follows: From the bottom up on sides; 6.5",
1.531" -- f with (7) more spaced at 9.875" o.c. there are (2)
screws both top and bottom at 2.125" in from each
42 SIDELITE TOP & BOTTOM RAIL 36 SIDELITE BLANK SIDE STILE corner.
FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=0.43
E 02/24/12
ae N.T.S.
BY: JK
C BY; LFS
SWING NO.:
FL-15000.4
ce 4 OF 12
Z Y
EXTERIOR I T 10
1 VERTICAL CROSS SECTION
5
TE 2
SEE NOTE 2
z
w
z
SEE NOTE 1
EXTERIOR ,V IN OR
6 N
N yj is g Z
N\
U
m
N''•. cb 6 0
gam.` rn n
1 illltll
On°°i
ON ••
oi4PaErnzm
d a° w 9 @W
Q
ad.
adaV) w m D. a I..
e; d° 9
26
E oZ
39• 31
b 17 0
1 C
1— s
r• : •; s:: 1'ah 30
o
U
N
N
o
z 20
n
wEEXTERIORINTERIOR N J
a U
U
SEE
ti
o w
NOTE 2 0
3 VERTICAL CROSS SECTION
5 Shown w/1x sub —buck
OPTIONAL SURFACE BOLTS ON ACTIVE PANEL N
n (SEE DESIGN PRESSURE CHART) I I I I I 1
SEE NOTE 1
d.
d
VERTICAL CROSS SECTION
5
NOTE:
O Q
1. The sidelite is direct set into the jamb with (12)
item #43 a #8 x ,,2" pfh. wood screw. There are (4)
at each vertical jamb, from the top down at 13.5",
31 ", 48.5" & 66". There are (2) at the header at
o
DAB, 02 24 12
scAll: N.T.S. 4" from the outside corners of the frame. there are
2) #13 a #8 x 2-1/2" pfh. wood screw at the
sill, 4" from the outside corners.
DWG. BY: JK
GHK. BY: LFS
DRAWING NO.:
FL-15000.4
2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL
SEE DESIGN PRESSURE CHART)
SHEET S OF 12
38
0L. Ed
W' z
0.15'MIN. 13
C-SINK NorE: ii g zd c
EXTERIOR
SEE NOTE 1 " 1, The sidelite is direct set into the jamb
43 with (12) item #43 a #8 x 2" pfh. wood o M m i
screw. There are (4) at each vertical 47 h a d
jamb, from the top down at 13.5", 31 ", ACTIVE a Ern z m o u
48.5" & 66". There are (2) at the header 1M to w
at 4" from the outside corners of the 5 d am
e frame. there are (2) #13 a #8 x 2-112° c
pfh. wood screw at the sill, 4" from the i.
t- zEoc
outside corners.
o R
Ae
INTERIOR
z
o
36 •' ee 46 oo
U
45
44
41 29 DETAIL "A" i w o
35 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL S Q m U
17
1-1/4-MIN. SEE DESIGN PRESSURE CHART)w
EMB. (TYP.) m z
INTERIOR 3 HORIZONTAL CROSS SECTION NO
6 0
a
a =
a
22
0.16" MIN. 35 m
C-SINK
24 EXTERIOR 43
8 7
SEE NOTE 1 34
27 8 7 43 33 m n
0
INACTIVE I I ACTIVE 70
G1
N 0
EXTERIOR
2
Q
36
O
Fw-
J
13 INTERIOR 44 i
Trr4 0 z u
9 10 37 45
DATE: 02 24112
INTERIOR
SCALE: N.T.S.
DWG. BY: JK m
18
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
CM BY: LFS 3d
DRAWING NO,
6 6 FL-15000.4 0
SHEET 6 OF L 22
1-1/4" MIN. 1-I/'rmINI J` tij '
EMB. (TYP.) EMB. TYP.
11
11
U. tQ-Zn
13 17 15"MIN.
C-SINK
15" MIN.
C SINK
17 13 N'•
z°
A
A
ri*nn
GS-y.`
22 0 > m
EXTERIOR z d m d
7 8 h
o. n z
o r ..
c xz 4z
E0 m
t cw9
EXTERIOR
10
a
a y'+ p o n.
mda
e
ee
Z
e
INTERIOR
e °
o v
13 10 o
16 21 9 12 16
38 Ln J o
38
m Q)
18 _\HORIZONTAL CROSS SECTION w NINTERIORCa z
C
V
O
0 a
O
HORIZONTAL CROSS SECTION
35 27
15"MIN,
C-SINK
a a
ro m
43
34 EXTERIOR
SEE NOTE 1
Z
33 43 m N
01 1A 8 v oD
N
O
N
O
NOTE:
0d
1. The sidelite is direct set into the jamb with (12) 36 o
item ,1/43 a8 x 2" pfh. wood screw. There are (4) 44 o
at each vertical jamb, from the top down at 13.5", 13 i
31 ", 48.5 & 66". There are (2) at the header at 45 z a
4" from the outside corners of the frame. there are DATE:O2 24 12 i
2) #13 a #8 x 2-1/2" pfh. wood screw at the 18 SCAS: N.T.S. °
sill, 4" from the outside corners.
I TNERIORDWG. eY: A i6
3 HORIZONTAL CROSS SECTION CHK. eY: LFS 3
7 I DRAWING NO.:
FL-15000.4 0
SHEET _L OF 12
N
4" 4 4 4
0: 0,
cf),.
I z
II 38 II II 38
MASONRY I I II 11
OPENING
TYP. HEAD
MASONRY7--
OPENING TYP.
JAMBS
HEAD
piz
o i 6 n
z JAMBS
ASTRAGAL 11 ASTRAGAL SHOWN
FOR SHOWN FOR 0 X Z , REFERENCE
2X BUCK REFERENCE
2X
BUCK -/ E
I
1\,M
ULLION II
MULLION-'.'
I a a II d.
IISHOWNFORSHOWNFORII
REFERENCE II REFERENCE II
II II (3 0-
II
II Q0
II
II
II II II c6
C,
C DOUBLE
DOOR W/SIDELITES DOUBLE DOOR DOco rCo BUCK
ANCHORING BUCK ANCHORING 0 41
4" 4 M
11
38 II 7-- 38 v MASONRY
OPENING
II
II 11
TYP. HEAD II MASONRY
OPENING
TYP• HEAD N Ln JAMBS
I
I JAMBS
z II
II II
BUCKA- 2XIf nV) J
U:
2XBUCK,/
II MULLION II w CONCRETE
ANCHOR
NOTES: I I SHOWN FOR 1, Concrete
anchor locations at the comers may be adjusted to maintain the min. REFERENCE edge distance
to mortar joints. 2. Concrete
anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the
min. edge distance to mortar joints, additional concrete anchors MULLION Q-2 maybe
required to ensure the "MAX. ON CENTER" dimension are not exceeded. SHOWN FOR C d 3. Concrete
anchor table: REFERENCE MIN MIN
MIN 11 CLEARANCE.:
13"
THESE (2) ANCHORSK'C" REQ'
D ONLY WHEN DP >
47 PSF 3" II
0-
zI
F I I I I I I E.
0
d 6 zE
0 n z SEU
FDEAIL "2" W/
2X BUCK MASONRY1373 W/2X BUCK Z A 0 MASONRY -0 W INSTALLATION
INSTALLATION OPENING
OPENING j9
W11X BUCK 39 W/IX BUCK INSTALLATION
INSTALLATION z
0aw
TYP.
HEAD & FRAME TYP. HEAD & 9 '0 Li FRAMEJAMBS
0 BUCK JAMBS 0 BUCK A SK: Typ.
2X
BUCK 2XBUCKNSEE SEE
SEE DETAIL DETAIL "
I DETAIL Typ. "5
4
SEEDETAILr.
V9 3
TyP. SILL Lu TYP. SILL(1 4 f
LL 0 0
C11
w VIEW "
B'-B L A. VIEW "C"-" LA" VIEW 'A"-"A' DOUBLE
DOOR W1 M 51DELISINGLEDOORWISIDELITES13
49 30 30
V,
13031W/2X BUCK z
INSTALLATION310
13
W/
IX BUCK 48 CONCRETE
ANCHOR NOTES., 37 INSTALLATION 1.
Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "3" DETAIL "
2" edge
distance to mortarjoints. 10V
ASTRAGAL &
SURFACE BOLT STRIKE
PLATES @ HEAD 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to O_ 6 maintain
the min. edge distance to mortarjoints, additional concrete anchors may
be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3.
Concrete anchor table: DETAIL "5" A
MIN
CLEARANCE WMEARA.M. No37 31 o
MAtTONRY,:.% TO T
Y.f_: .............. ....... ..... PImaommr. ANCHQR: 0
DATE: 02/24/12 ITW
TAPCONO
1/4- 1-1/4- 4- 13 SCAM N.T.S. 30
ITW3"
30
DWG.
BY: JK TAPCON'
CHK. BY: LFS DETAIL4'
SURFACE BOLT STRIKE, PLATE WOOSCREWINSTALLATIONNOTES.' DETAIL DRAWING
NO.: 1.
Maintain a minimum 518" edge distance, I"end distance, & 1"o.c, spacing of @ THRESHOLD FL-15000.4 E wood
screws to prevent the splitting of wood. ISHEET - 9 OF 12 43
ANCHOR
MASONRY
OPENING
J
FRAME
V
2X BUCK-\
1--1 r
DETAIL
DETAIL "3"
VIEW
a„
DOUBLE DOOR
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar jolnts, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
AIJCfiOa„ AANCNGik MIM MIN CLEARANCE Miry GIE4RkNC'
TYPE SIZE LM9LbMENf
TO:INASONRY : TO ADJACENT.':?
EDGE...ANCHOR..
ITW ®
1/4" 1-11N, 2" 4"
TAPCON
ITW
TAPCON®
3/16" 1 1/4" 3" 1-1/2"
rrvvv i,Rcrr uvain+nviv wviw.
1. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
I
iJ W/2X BUCK
INSTALLATION
W/1X BUCK
MASONRY
39 INSTALLATION
OPENING TYP. HEAD
JAMBS
FRAME
2X BUCK SEE
L? DETAIL
o .,5.,
14 TYP. SILL
Z N':
z' * Oar V.
o , ° z
U N 0pD Q
u a
u° o w
U.
V Z
VIEW "C "C" VIEW "A" -"A'
SINGLE DOOR
ip!
30 30
W/2X BUCK 31
W/tX BUCK
INSTALLATION 3t
50INSTALLATION 13 ° W/1X BUCK
INSTALLATION
12 W/2X BUCK
INSTALLATION DETAIL "2"
13 ASTRAGAL & SURFACE BOLT
STRIKE PLATES @ HEAD
10
DETAIL "3"
h
0
a
n
w
31 31 ao
DETAIL "5"
W/1X BUCK 50
o Z
INSTALLATION DATE: 02 24 12
30 0 30 SCALE: N.T.S.
W/2X BUCK 13 - owc. BY: JK
INSTALLATION DETAIL "1"
DW.
Br: LFS
SURFACE BOLT STRIKE PLATE
DB WNc NO.: DETAIL "4" ® THRESHOLD
FL-15000.4
SHEET 10 — 19
4
dJ: 9oiro
i OII
1,1, 95.25" o n m
n
z°
U N ••
z a
18.88" 18.38" 20.63" 18.5' 14.38" —{ Z UoEm
I
t 9 CWg
O a
E z
v° o' cw
27
27
TYP'
27
J
TYP. TYP. o
m
4.5' 4.5" c
mo
3.25" 3.25" a
2 1.91a' a
S m
0.75'
a
0.063"
0N
oT24AENOTE1
ILI
N
N_ H Q
0.126"
o 0
z
cATE:O2 24/12 i
NOTE:
1 ASTRAGAL DETAIL
SCALE: N.T.S.
o
g
owc. ev: JK m
1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP cHK. a -. LFS 3
AND THE BOTTOM. DRAnNc NO.:
rc
FL-15000.4
N
0
SHEET _LL OF 12
N
Item DESCRIPTION Material
1 FIBER CLASSIC (FC) PANEL SKIN 0.11" MIN. THK. FIBERGLASS BYTHERMA-TRU with yield strength Fy(min.)=6,000 psi
FIBERGLASS
IA SMOOTH STAR SS SASH & PANEL SKIN 0.07 MIN. THK. FIBERGLASSBYTHERMA-TRU with yield strength Fy(min.)=6,000 psi .
FIBERGLASS
2 FC TOP RAIL WOOD COMPOSITE
3 FC LATCH STILE WOOD COMPOSITE
4 FC HINGE STILE PONDEROSA PINE, SG=0.43 WOOD
5 FC BOTTOM RAIL WOOD COMPOSITE
6 POLYURETHANE FOAM 1.91bs. DEN5ITY FOAM
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4" x 4" HINGE .097" THK. STEEL
10 10 x 3 4" LG. PFH WOOD SCREW STEEL
11 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE
12 10 x 2" LG. PFH WOOD SCREW STEEL
13 8 x 2 1 2" LC. PFH WOOD SCREW STEEL
14 14" x 2-1 4" RW PFH CONCRETE SCREW STEEL
15 I7E BOTTOM BOOT .090' EXTRUDED VINYL VINYL
I6 2XSIDELBUCKSC >= 0.55 WOOD 17
MAX. 1 4" SHIM MATERIAL WOOD 18
KMKSET PASSAGE LOCK - SIGNATURE SERIES 19
SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.IWOOD 20
HEADER PONDEROSA PINE, SG=0.43 WOOD 21
STRIKE JAMB PONDEROSA PINE, SG=0.43 WOOD 22
HINGE JAMB PONDEROSA PINE, SG=0.43 WOOD 23
KWIKSET DEADBOLT - SIGNATURE SERIES 780 24
HURRICANE ASTRAGAL ALUMINUM 24A
ASTRAGAL FLUSH BOLT STEEL 24B
ASTRAGAL FLUSH BOLT RETAINER ALUMINUM 26
1X BUCK SC >= 0.55 WOOD 27
110 x 1-1 2" I.G. PANHEAD SHEET METAL SCREW STEEL 28
INSWING DOOR BOTTOM SWEEP VINYL 29
6-18 x 1-3 4' PHILLIPS FLATHEAD SCREW FOR ITEM 33 STEEL 30
SURFACE BOLT STRIKE PLATE STEEL 31
110 x 2-1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 32
1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE)- 33
PLASTIC UP LHE FRAME PVC HEPVC 34
PLASTIC UP FRAME SMC SMC 35
BLANK JAMB PONDEROS4 PINE, SG=0.43 WOOD 36
SIDELITE SIDE STILE PONDEROSA PINE, SG=0.43 WOOD 37
10 x I-J 4" LG. PFH WOOD SCREW STEEL 38
1 4" x 2-3 4" PFH ELCO OR TTW CONCRETE SCREW STEEL 39
1 4" x 3-34"ITW PFH CONCRETE SCREW STEEL 40 SILICONE
CAULK (DOW 795 SILICONE 41 8-
10 x 1 1 2" PLASCREW FOR ITEM 34 STEEL 42 SIDELITE
TOP & BOTTOM RAIL PONDEROSA PINE, SG=0.43 WOOD 43 8
x 2" LG. PFH WOOD SCREW STEEL 44 3
8" x 3 6" QUARTER ROUND FINGER JOINTED PINE WOOD 45 1
L. x .040" CIA. BRAD TRIM NAIL STEEL 46 IVES
SURFACE BOLT 1454.25 STEEL STEEL 47 1
4-20 SEX BOLT W1 1 4-20 FEMALE END STEEL 48 3
16" x 3-I 4" ITW PFH CONCRETE SCREW STEEL 49 ASTRAGAL
STRIKE PLATE STEEL 50 1
4" x 3-1 4"fTW PFH CONCRETE SCREW STEEL 54 SS
TOP RAIL W000 COMPOSITE 55 SS
LATCH STILE WOOD COMPOSITE 56 SS
HINGE STILE PONDEROSA PINE, SG=0.43 WOOD 57 SS
BOTTOM RAIL WOOD COMPOSITE 8.000'
I .750"
46 SURFACE
BOLT (IVES. .25" STEEL) 4.563" —{
1.063"
F--- I T T--
I b
20
21
WOOD FRAME 22 35
FINGER JOINTED PONDEROSA PINE, SG=0.43 5.750'
L r
19
SELF
ADJUSTING SADDLE THRESHOLD ALUMINUM/VINYL
045" WALL ALUM 080" THK.
WALL VINYL TYP. 2rA ngg•
J: n z 6,
V: O= m N ZO
o
m O a
U ', '•
Z
O
O
v t
a
0 9
m °
c t \ a
Na ma`a V y
0
Z
2.875'
9 a CWLO
I O
Jd
30 SURFACE
BOLT STRIKE PLATE (.125" STEEL) az 1.920'
28 INSWING
DOOR BOTTOM SWEEP VINYL .080"
MAX. WALL, 035" MIN.
WALL 2.141-
1 L
I
T
15
INSWING
SIDELITE BOTTOM BOOT
0.09"
EXTRUDED VINYL WALL o o
o
z
onrE: 02/
24/ 12 SCALE: N.
T.S. owc. BY:
JK CHK, BY:
LFS DRAWING NO.:
FL-15000.
4 SHEET 12
OF 12
Florida Building Code Online Page 1 of 1
IWIN
r Professional Regul tror - -
4.-. >-.
t' dHf,R . -, ABGf;PBPR 68P.RD741316Fi9 ttCtiJACTD8
Florida
w *
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 14634
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search ttesuirs sap ucanuns
FL# Type Manufacturer Validated ev Status
FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved
Category: Exterior Doors 334) 300-1800
History
Subcategory: Sliding Exterior Door Assemblies
APProveo oy ucrn. rppmva vy or, -v .--....•,,, ,,.,,,...,. .,I -.._. __ -- _.._ __._...
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone• 850-487-1824
The State of Florida is an AA/EEO employer. Coovriqht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tosection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here .
Product Approval Accepts:
H
SecurltV.Nii-THIC'S
kf-i-nc• / /%A/aAnAf flnririahl lilriina nro/nr/nr ann ISt.asDX 11 /29/2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: J' % -51 1
Documented Construction Value:
Job Address-,326,
Historic District: Yes No
Parcel ID
Residential CommercialElWLoTypeofWork: New Addtiition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone:
Name L Lit'
Street.4107
City, State Zip:
Title:
Fax: Email:
Property Owner Information
Phone: _ -
t Resident of roe N0
Contractor Information
Nam'TT it Y £? 0) 1 C t io r 1- pPhone. _ ' l - C.:° , I 22
Street: 7 (C:7F, Fax: -'-1C' 7 - 62' 7-
City, State Zip: f X, 'jam--/- }rk' State License No.: F`C) ( f
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY'. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 constructioninthisjurisdiction. F understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code
Revised: June 30, 2015
permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be 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 review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Permits Required: Building Electrical
Construction Type:
Total Sq Ft of Bldg:
Mp—aturc of Contractor/Agent Date
rnntontractor/Agent's Name
rpy p t I)g
Signature ofNotary-State of Florida Date
o<titf vuefc PAMELA S TERNUS
Commission # GG 110622
Expires August 7, 2021
19Tf OF noa Battled rm Budget Notary Services
Contractor/Agent is>( Personally Known to Me or
Produced ID Type of ID
Mechanical Plumbing[] Gas Roof
Occupancy Use. -
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Pcrmit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: --—
Y-) Documented Construction Value: $ qW0
o'_'
JobAddress: Historic District: Yes No Parcel
ID: `` ResidentiaCommercial Type
of Work: Newt' Addition Alteration Repair Demo Change of Use Move Description
of Worllk: Plumbing, New Residential Construction Plan
Review Contact Person: Khrissy or Jamie Title: Clerica Phone:
407-323-7515 Fax: 407-323-8954 Email: info ca i-orlando.com V)
Property
Owner Information Name
RZ ` Phone: Street:
Resident of property? City,
State Zip: Contractor
Information Name
Advantage Plumbing, Inc. Phone: 407-323-7515 PO
Box 1117 Fax:
Street: 407-323-8954 City,
State Zip: Sanford, FL 32772 State License No.: CF-0057881 Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t' Edition (2014) Florida Building Code Revised:
June 30, 2015 Pennit Application
NCOCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done In compliance with all applicable laws regulating construction and zoning.
Sigoatum of O..Mgent Dam
PrmtOwner/Agent'eName __--
Sigoatun: of Notary -State of Florida Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
Signanrre of ContmMOAgent Date
A. Thomas Smith
Print Contrac s Name
18
3 gn rr of otary-State of Flpnda DateMeredithPWerrooksSrnM
NOTARY PUBLIC
STATE OF FLORIDA
CatiNn i GG136869
Expirm 8121/2021
Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical plumbing[] Gas[] Roof[]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES. WASTE WATER
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
Ar
DESCRIPTION AS FURNISHED: Lot .87, KENSINGTON.`RESERVE, .as 'recorded in Plat Book 81, Pages 86
through .92, Public Records of Seminole County; Florida.
BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
I S
LOT 76 ,
p- B:e.) N 00A19'09"
40.00'
p6 . °:..
j 1 LOT 87_
C36. n 36: n
5.00' --1 1
to W _ 1 [-- 5.00'
w w
o. FORMBA4R0 FOUNDATION. n .
v T0' OF- FORMS=31.00• O O LOT 86LOT88
h
5.00,
21.3' 5.00'
25.50•
10' UTIL. ESMT.
262.92
N 0019"09" W — (
PC)
40.00"
tiG ps' ry0 p`
CRAWLEY DOWN LOOP
50' PRIVATE R1w
PROPOSED - FlNSHED SPOT GRADE ELEVATIONS - FROM = 25'
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20'
U= PROPOSED DRAINAGE FLOW CONTNNS 4 SOUAREARE EET SIDE 5'
SIDE = 7.5' FOR 60LLOTS
TS
y.ay p
LOT GRADING TYPE A ' Qp IMPERVIOIISTCOVERAGE 2,2353 fEEf OR 46.6X LIVING
AREA COMAlNS 1,548t SQUARE FEET SIDE - 70' FOR 75' LOTS PROPOSED
FINISH FLOOR PER PLANS = 31.0' Q CONC/LANAI/PORCH CONTAINS 6871 SQUARE FEET SIDE STREET - 25' 6:
RUSE'1VMETYETR-SCOTT ASSOC., INC. - LAND SURVEYORS LFrTaTD
5400 E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 P .
RAT POL . PBMT ON Inc F
FIELD TO' •'T11SAL - PRL
POMT S DEVERS L ATM MTM 1. THE UIdDDislfJBD ODES HEREBY CERT$l' MR 71P5 SOIWEY MEETS THE SpMMRDS K PRACTICE SET iDRnI BY THE RORDA BMRO CY V. DSN'PDR: UL )
l10r1 R® PCC. nMM COPWRD CtRVATURC CWEATE
HHDQ:NT RA0. • RADIN. PRO:
FS50NLL SLHYElORS AIIB MAPPERS W CHAPTER SA-Ir FILYDW ADYD$TRATNE CODE PURAA"M ro xC1101/ 172027, iLORIM SFAIUES 1R111SURVEfDFY9R. NNRF AMD QYGGW. RA6ED sFA4 7W5 SfM1El' YM OR COPIES ME NOI VNJD. Gt • VV
1R D/" 43% RA. 'R Vnw= PO DEF 2.
IR4B5 AIBOAID J.
l)BS SURVEY WAS PREPARED FROM TREE BRDiONigN itBBU511ED ro 711E salieT'rn1. TRERE AWY BE ODIER BEs1RIDI1wTs VP: per, : g EALEU PLC . ATED PRM .
PERNNaIT RCFEIRSE IQAMQIT OR.
EASEtMENfS rlNr APFELT DMS PR fl(I1: ti'
iD IMDi76ROLND AIPROVLl1EN1S iNVE BED! LOGTED U/.SfSS 071kAM95E SHOWN PBC. . PM Di CfaD[TiUQTT CEIREDLCE
FP. . iINISIED RWt ElEVATBDI g,. IN6 AIRVEi' 6 PRiFVRED PDR THE SME BQAFR Of THOSE CEMBIED ro AND SNOLED NOr BE' RELIED IRroH 8Y ANr DMFR EHD1Y. ILLD.
NAR t D . DA .. LIRDMD SCTDttCR LOc 6 OBB1190/6'SIIOIM TDB RE /DGROH.OF rIPROYDIQJYS HFfRDNSIgCYL MOr BE UYO R) REOOA5tH1Cr BOLWGRF IYJES. VAv - :DATE
7. BFARMG ME BISED ASSW[D OIIUN AATI ON' 11E LDBE 9RRW/ AS BASE BEtRDTO Dia) Epp. TDSKT. • DRADWEB. ELEVA11O11(R SHOM4 ARE BASm ON N47XNLL OEODEIIC YFIF/M.Y. OAIVL 1D2D, UNLESS OIIIEADLSE NOTFA um. . UfO.[
TY CLiG CINiM
LDK F[ICE 0. CE
MFXATE OF AMWR17ATPON Na I B. VDEG C/
DCCICRETEILDCE DRAWN B): •••
P[. PBMT
R EUDVATURE P.T. •
PmNT rx- tAMiTCr CERTIFIED BY, DATE OROFR
Na. DEtt. • K
nB" PLOT PLAN 17-09-17 4864-17 nTM FORMBOARD
FOUNDATION/ELEVS. 02-15-18 919-18 G0. k
THIS
WWWG/
PROPERTY DOES NOT UE WTIHIN O X.
GRUSEFI EYER. R.L / 4711 171E ESTABLISHED
100 YEAR FLOOD PLANE AS PER MA1• W SCO R.LS / 4801 ZONE -(' MAP (
12117CW90F (09-28-07)
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Client: Ryan Homes
4307 Vineland Road, Suite H2O
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Residential House Pad, Lot 87
Material: Fill
Reference Datum: 0 = Top of Fill
Hand Auger Borings:
Location of Auger Borings: Center
Was Building Pad Staked: Y
Depth of Waterable Below Grade: 6.00
Borings Terminated 2 Feet into Native Ground? N
Number of Locations: 1. Depth of Each Boring: 6.00
Unsuitable Soils:
Were unsuitable soils encountered: N
Samples Obtained: N
UES Project No: 0110.1700732.0000
Workorder No: 9358748-2
Report Date: 02/17/2018
UES Technician Fernando Montalvo
Date Tested 02/15/2018
Type of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratorv: ASTM D1557 Modified Proctor
General Description of Soils Encountered:
0-2 Ft. Brown W/Light Brown Sand, 2-4 Ft. Gray W/Black Sand; 4-
6 Ft. Light Brown W/Brown Sand
Laboratory Test Results:
Organic Content; N/A Moisture Content: N/A
Should Material be Removed: N/A
In -Place Density Test Report
The tests below meet the 95% minimum compaction requirement.
Test
No. Location of Test Range
Maximum
Density
pcf)
Optimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
N
Soil
Compaction
M
Pass
or
Fail
6 North Footing (Proposed 0-1 ft 105.4 12.2 106.9 10.1 101 Pass
Footing)
7 1 {} East Footing (Prop94gq, g9.Jjrt l)o a pall o y.' pool i (
nd dllp§BL. 1
of inc gg this
i ( C,
tudy; fi lt5ns ca
q
only bg fAsted as
1 (1
hey are 109slructed. Pass
8 South Footing (Propose ifyusintheeve tyoYw yrltot
I L tl
tpoo syp ajeand
IU 4 ackfiul2.2 105.8 9.3 100 Pass
Footing) Sincerely,
Universal En jineenn Sci nces, Inc.
9 Southwest Corner - 105.4 12.2 CU14 a300o o5a. 99 Pass
10
This item has been electronically
Northeast Corner signed and sealed by Manuel 105.4 12.2 106.E 10.4 101 Pass
riPnted copies -of this docume nt are
Remarks: At time of to not considered signed and sealed vated; all tests performed on pad.
3762 Crawle and the signature must be verified on
any electronic copies.
If you have any questions, please do
not hesitate to contact the signor or
Liz Naranjo (extension 23134).
Manuel Irizarry, P.E., M.E.C.E.
Sr. Project Engineer -Construction Svcs
STATE OF FLORIDA
Professional Engineer No. 81510
Manuel Irizarry
2018.02.19
09:05:18-05'00'
ss/ONA Et•
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
CITY OF SANFORD
jBUILDING & FIRE PREVENTION PERMIT
APPLICATION Application
No: - P.
DocumentedConstructionValue: $ — Job
Address: 0. "Q-11V2 LWP Historic District: Yes No Parcel
ID: Residentiato Commercial`, Type
of Work: New Addition. Alteration. Repair Demo Change of iJse Q Move El A
i I Description
of Work: Plan
Review Contact Person`: r j 1- Title: Phone: `
tU -J S OOI C 'az :0 1- i - 85. tmail: .i( q i. carrot Name M
Street: City,
State
Zip Name e
IJ Street: 17-
53 City, State
Zip: Name: Street:
City,
St,
Zip: Bonding Company:
Address: Property
Owner
Information Phone: J'
Resident of
property? irmation hone `
Q -
7- Fax: ti
d--7- 'v at - ?5, r3 y
State
License
No.:
3 pCIL U Architect/Engineer Information
Phone: Fax: E-
mail:
Mortgage
Lender: Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FBC 105.3
Shall be inscribed with the date of -application and the code in effect as of that date: 51h 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
be done in compliance with all applicable laws, regulating construction and zo ' g-
Signature of Owner/Agent
Print Owner/Agent's Name
Signature,of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent
Name
at work will
etc
01W.` . CHERYL D AKERS
Z MY COMMISSION # FF998962
Zdaro'EXPIRES June 06, 2020
6 7.1.1 2-Ui5' 1-loridallotary3crvue":com.
Contractor/Agent is __%e!fPersonally Known to Me or
Produced 1D Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:.
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # ofAmps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: _ FIRE: BUILDING':
COMMENTS:
Revised: June 30. 2015 Permit Application
10) STATEWIDE
1-888-831-21665
State Cert CAC032448
P%DEL-AIR
HEATING • AIR CDNDITIDNING
SAWGRASS OPT POOL BATH
SHOWER 3.5 / 2.0 15.0 5 1$9,373.00
SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 332.00
SEAGATE VERSION III 3.0 15.0 3 14,977.00
SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5;139.00
SEAGATE VERSION III OPT BONUS 3.5 15.0 3 f,53b.00
SEAGATE VERSION III OPT BONUS
BATH 3.5 15.0 4 6,592.00
SEAGATE VERSION III OPT BONUS
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 1$5,920.00
SEASIDE OPT POWDER- 4.0 15.a 5 5,901..00
SUMMERLAND ?_.a 3.5 15.04 5;747.00
SUMMERLAND OPT BATH 2 3.5 15.0 5 51896.00
SUMMERLAND OPT BDRM 5 13.5 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
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 (TH6320U1000DAG), 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 1000cfm - Please add $ 875.00 for a Broan MD8TU 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
11\ %C
S 1'•\TI_. cra( 1, I.1 C g C X C'11 „_J-18
531 COVISru %) \)
S:mrnrd.1,1, 2771
bv, V1--iy5-4S 3'I62- Cr-awl" Uo.'ao
DESCRIPTION AS FURNISHED: Lot 87, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Marcus Silver; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty
Company; NVR Settlement Services, Inc.; NVRM
REC. 5/8- I.R. (B.B.)
NO I.D.
y0 '
LOT 76
N 00°19'09" W
40.00 '
REC, 5/8" I.R.
NO I.D.
BOA00
LOT 87
38.17' 38.17
j
3.5'x3.5 16.0'
AC PAD
O1CONC,
5.00' 5.00'
30.0'
W W
LOT 88 O
O
TWO STORY ORESIDENCE
F.F.= 31.01' ti
co
2
LO
COV'D.
5.00' o ICI`-
88..7' CONC.
o
21.3'
16.1'
71 BRICK
BRICK
DR.
WALK
25.50
r,` y 10' UTIL. ESMT.
9 R•
REC. 1/2" I.R.
NO 1. D.
e CONC. WALK
0.1' N 00019,09" W
OFF :
40.00'
0.1"
OFF
5.00
LOT 86
262.92'
REC. 1/2" I.R.
NO I.D.
0 G31 (50' PRIVATE R/W)
G G
CRAWLEY DOWN LOOP
PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20'
PROPOSED DRAINAGE FLOW r`G 0 LOT CONTAINS 4,800f SQUARE FEET SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A IMPERVIOUS COVERAGE = 2,235t SQUARE FEET OR 46.61. SIDE = 7.5' FOR 60' LOTS5Q05
PROPOSED FINISH FLOOR PER PLANS = 31.0 LIVING AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS
QQ CONC/LANAI/PORCH CONTAINS 687t SQUARE FEET SIDE STREET = 25'
CRUSEINMEYE1R—AS'COTT ASSOC, INC. — LAND SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P = PLAT P.O.L. • POINT ON LINE
NOTES: F = FIELD TYP, = TYPICAL
IP. IRON PIPE PR.C. POINT OF REVERSE CURVATURE THE UNDERSIGNED DOES HEREBY CERTIFY iHA7 THIS SURVEY MEETS THE STANDARDS OF PRACTICE SEf FORTH BY THE FLORIN BOARD OF
R. IRON ROD P.C.C. •POINT OF CONFOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
C.M. • CONCRETE MONUMENT = RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. MRADR.' SET I.R. I/B' I.R. /NLB e$96 MR.' NON -RADIAL
REC. `RECOVERED V.P. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM BTLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.O.B. = POINT OF BEGINNING CALC. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.O.C. POINT OF COMMENCEMENT PRA = PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
Q = CENTERLINE FF. • FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
N6D NAIL t DISK B,SL.. BUILDING SETBACK LINE
BH. •BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCA17ON OF IMPROVEMENTS HEREON SHOULD NOT 8E USED TO RECONSTRUCT BOUNDARY ONES. R/V RIGHT- OF -WAY
ESMT. =EASEMENT B.B. `BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.)
DRAIN, DRAINAGE 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODERC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
UTIL, UTILITY
CLFC, = CHAIN LINK FENCE 9. CERIIFlCATE OF AUTHORIZATION No. 4596.
VD.FC. = WOOD FENCE
C/B = CONCRETE BLOCK SCALE I— 1" - 20' DRAWN BY 41 '
P.C. • PONT OF CURVATURE
PONT OFIONTANGENCYIP.SC. f.ERT1,9ED BY DATE ORDER No.
DEDESCRIPTION R =
RADIUS PLOT PLAN 1 1-09-17 4864-17 L =
ARC LENGTH D •
DELTA FORMBOARD FOUNDATION/ELEVS. 02-15-18 919-18 C =
CHORD C.
D. ` CHORD BEARING NORTH
FINAL/
ELEVS. 05-23-2018 2909-18 THIS
BUILDING/PROPERTY DOES NOT LIE WITHIN - --- - - N---- -- - - --- THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" T GRUSENIyEYER, R.L.S. ' 714 ZONE
X" MAP 112117CO09OF (09-28-07) JA
W. S00 R.L.S 1 480E
Lot # Y%
Certificate of Compliance for Termite Protection
as required by Florida Building Code Section 1816)
This property was treated by
Massey Services, Inc
800-432-1820
3 7,
Address of treated property
3
3 - ,32/,f BO IZ2 3
Treatment Date Product Name Concentration %
The building has received a complete treatment for the prevention of subterranean termites.
Treatment is in accordance with rules and laws established by the Florida Department of Agriculture
and Consumer Services.
MS-153
Signature
Rev. 03/15
f ,
Built to live better.
Inspection Report
BuiltSmart Sampling BuiltSmart 2 Inspections
ElPre-Drywallfinal Inspection Re -inspection y\/
2009
IECC* 2012 IECC* El2015 IECC* D
Z I V '
Code Compliance only relates to Infiltration and Duct Leakage Testing g,.
Model:
D&L QD •--01 Division: QIU Community: ,F,<7 pff V ,ot#_0 Address:
3` 5(- City: da-C Orientation:
N. State: Zip code: Z 7 Electrical Meter # ACJ) W L Gas Meter # _ Foundation:
k
Slab
Crawl Space* Basement** Above Conditioned Space If
Crawl Space: Enclosed Vented Conditioned **If Basement: 50 percent below grade List
all deficient items, general notes, and recommendations (attach additional notes if necessary) R
SR (R-Required; SR -Strongly Recommended) c
4ceeYS" 4eea(s 6;Pir64-fi C
X12 #j3t1cflP,- elo5'ef Additional
deficient items are listed on page 2 1.
Duct Leakage @ 25 Pascal*: Total (
cfm25) Unconditioned (cfm25) Cond. Area (ft2) Total Leakage (%) Leakage to Unconditioned (%) System
1) ( cfm25 cfm25] - (,11-7 ft2 = % Total A-9 7 % to Unconditioned System
2) f cfm25 cfm251 _ ft2 = % Total % to Unconditioned System
3) 1 cfm25 cfm251 - ft2 = % Total % to Unconditioned 2.
Infiltration CFM50*: I * 60 / `e) b3 _ ' (Final) Cu.
Volume ACH50 151/
h + ' ' afr - "(zrrtrrrrrierr ,'. icrrr> trc rsnrr `1 <(rrr i 7lllt s J rrrtrn« zt rr rce} 7. 'inItltxNrl:
i:rrtr"lutiurr ,tc _ i ST9: taTi
i .tt4: r' - 1•
L
Testing
procedures
compliant with 20091ECC R402.4.2.1 Envelope and R403.2.1 Duct Leakage and 2012 IECC R402.4.1.2 Envelope and R403.2.2 Duct Leakage. See local
e official and code book for specific parameters.) Inspection Result: %
PS S
FAIL
N/A (Re -inspection Required if Fail is Checked) Duct Blaster
Result: VPASS FAIL
N/
A (Re -inspection Required if Fail is Checked) Infiltration (Final
Inspection): FAIL N/A (Re -inspection Required if Fail is Checked) HERS Provider:
PEG HERS Co. Name: HERS Rater
Signature: Builder Company Name: Builder Employee
Signature: Date: PEG LLC
I 1
130 Fairfax Blvd. Fairfax, Va. 22030 703-934-2777 I- 15Lightyears
Ryan
Homes