HomeMy WebLinkAbout3822 Crawley Down Lp 18-2454; ELECTRICALAUG 1 2018
CITY OF SANFORI
Ut W•
Application No: J X - CR 4--i'ri 4_1
Documented Construction Value-, $ 40
T 16 AAA ( I " o I V'ss: , r
LiJLIJI L—LL21 Historic District: Yes U No U
Parcel ID, _J
Residential p Commercial 11
Type of Work: New, Addition Q AlterationEl RepairEl Demo n Change of Use[] Move 13 Description of
Work: Plan Review
Contact Person: Phone: Fax:
Property Owner
Information Name Street:
City,
State
Zip: Street: City,
S
Title: Phone:
Resident
of
property? rmatlon Phone:
Fax:
State
License
No,: L L" Ll _kI-), Architect/Engineer
Information Name: Phone:
Street: Fax:
City, St,
Zip-, Bonding Company:
Address: E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
beaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Rcvi4oij: June
30, 2015 Pet7nit Application
NQTIU: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711
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 AFEIDAVIT: 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 Owncr/Agcru Date
F-111 0-1x/Ag.C, N-.c
Signature of Notary -State of)'"da Date
19-nature of Contractor/Agent Date
Prin'Con cinrAprit's Name
Signature of Notary -State of Florida Date
PAMELA S TERNUS
Commission# GG 110622
Expires August 7, 2021
Owner/Agent is Personally Known to Me or Contractor/Agent i Personally Known to Me or
Produced ID - Type of ID Produced ID - Tye of ID. BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building [] Electrical D MechanicaI] Plumbing[] Gas[] RoofFJ Construction
Type: Occupancy Use: Total
Sq Ft of Bldg; Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit. Yes] NoE] # of Heads Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YcsE] NoE] APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Kcviscd:
June 30, 2015 Permit Application
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18-10000524
BUILDING PERMIT NUMBER: 18-10000524
DATE: June 08, 2018
UNIT ADDRESS: CRAWLEY DOWN LOOP 3822 17-20-31-5VC-0000-0970
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3822 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS -ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
naleAmilySingle Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing54.00 1.000 dwl unit 54.00
SCHOOLS
Single Family
CO -WIDE ORD
Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL, PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Kensington ReserveProjectName: Project Address: 11
Building Permit #: zl 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.
1 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.
T If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric
Print N e & On/TenwK Print Nam en. Co tra Print Name of El. Contractor
Signature of e_r/Tenant Signature of Gen. Contractor '<_aiiire of -E.1
CBC1257565 EC0003096
Gen. Contractor License # El. Contractor License _#
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED w'ro:
Rev. 02/10/15)
u Progress Energy o Florida Power and Light an
Grant Maio Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #201287894 Book:9182 Page: 1492; (1 PAGES) RCD: 8/2/2018 10:03:46 AM
REC FEE $10.00
A U G 0 2 Z () 18
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
rt
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2454
Parcel ID Number: 17-20-31-5VC-0000-0970
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 # 97 of Kensington Reserve 3822 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA
Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. in addition, Owner designates
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OW_Njo: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Sign. of Owner or Lessee, or owners or Lessee's (Print Name and Provide Signatory's Tifie/Office)
Au prized 010cer/Director/Partner/Managor)
State of Florida County of Qrange
The foregoing Instrument was acknowledged before me this day of .20 18
by Dayl2a Mitghell Who is personalln to me O(OR Name
of person making statement who
has produced Identification 0 type of Identification produced: A
Y LEI H MCDONALD MY
C gmfvllssjoi,j n FF925012 P er
06. 2019 EXPOESOctobNotary Signature ca.**
AN-0 Env
0
4o L 1 1 14, U I'll
Jt
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: -
Documented Construction Value: S
Job Address: 3822 Crawley Down Loop Historic District: Yes No 0
Parcel ID: 17-20-31-5VC-0000-0970 Residential0 Commercial
Type of Work: New EA Addition Alteration Repair Demo Change of Use Move 11
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: production Admin
Phone: 407-692-9831 Fax:
Name
Street: 4307 Vineland Rd #H20
City, State Zip: Orlando FL 32811
Name NUR, Inc dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Email: trmcdona@nvrinc.com
Property Owner Information
Phone: 407-692-9831
Resident of property? :
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Name. AB Design
Street: 1441 N Ronald Reagan Blvd
Phone: 407-774-6078
Fax:
City, St, Zip: Longwood FL E-mail: —
Bonding Company: N/A Mortgage Lender:
Address: Address:
brian@abdesigngroup.com
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application '. ;
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this County, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I wil I 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.
5/17/2018 5/17/2018
S i natu o Ag t [,late Signat Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
5/17/2018 5/17/2018
Signature of Notary -State of Florida Date Signature of Notary -State of Nyt F,-,LFR Date
O
My COMMISSION
MEAGAN LYNNE FOWLER MY COMMISSION # 063253
C)N #
EXP
GG 063253 2021IRESjajuary17,
EXPIRES: January 17, 2021 50rkdo ThN Bjjoq t NOWY
ces
Bonne Thry BvWet NOWY s6r1tes
Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is __X_ Personally Known to Me or
Produced ID Type of ID Produced 11) Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[ [ Electrical[i Mechanical [A- Plumbingg Gas[] Roof[]
Construction Type:
Total Sq Ft of Bldg: 215113
Occupancy Use: Flood Zone: '-4 —
r
Ai —, 4, c 4t
Min. Occupancy Load: of Stories: Z
New Construction: Electric - # of Amps Zcrp Plumbing - # of Fixtures 1. L
Fire Sprinkler Permit: Yes R No of Heads _
APPROVALS: ZONING: l UTILITIES:
ENGINEERING: vkATC G - 14-16 FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan. 0 & (0 ./- i—f
IN
0 C
Fire Alarm Permit: Yes No F-"IF11WASTE
WATER: BUILDING: '
5F 7 IS Revised
June 30, 2015 Permit Application
r
Job Address: 3822 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-0970
Type of Work: New FX] Addition
jtF'! v i 'i 4 01
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I g'_ 2 q ` q
Documented Construction Value: $ 67.256
Historic District: Yes No EA
Residential0 CommercialEl
Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Dimes Phone: 407-692-9831
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 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821 -
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: _
Mortgage Lender:
Address:
brian@abdesigngroup.com
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. J certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code
Revised: June 30, 201 S Pennit 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.
5/17/2018 5/17/2018
Signatur`to!5g1 t Date Signat fC tra or/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
5/17/2018
Signature of Notary -State of Florida Date
1 y PUS. MEA(3AN LYNNE FOWLER
My COMMISSION # GG 063253
EXPIRES: January 17,2021
19
k" vove,,r4 ed Thru audg e t Notary SerlflC65
Owner/Agent is x Personally Known to Me or
Produced ID Type of ID
5/17/2018
Signature of Notary -State of L* FOWLER Date
I0 MEAGN00s, P, Z, # MY COMMISSION Gr, 063253
t;
EXPIRES: January 17,2021A
OFVSI
auoet NNotary$V*es
Contractor/Agent is _X_ Personally Known to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingE] Electrical [] MechanicaIF] Plumbing[] GasF1 Roof []
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesF1 NoFJ # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [] No [I
UTILITIES: Wl 6-2 WASTE WATER:
FIRE: BUILDING:
Revised: June 30,2015 Permit Application
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
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
IN I mwgggmw
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
REVISED: June 2014
CITY OF
JNFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc,
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3822 Crawley Down Loop
Property Owner: NVR, Inc, dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0970
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
FOR New structure E] Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition EJ Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
Fj The parcel is in the: 0 floodplain Elfloodway
F-1 A portion of the parcel is in the: floodplain El floodway
AW The parcel is not in the: FE-Ifloodplain E]floodway
El The structure is in the: F-1floodplain E]floodway
El The structure is not in the: E] floodplain F-J floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2454
Reviewed by: Michael Cash, CFM Date: June 14, 2018
i P I Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & V0 Landscaping " Right -of -Way i," 011111n,. 1877—"
W 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 any work within any other jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the xmw vo+aft bel*%L size
and location of the existing right—of-way and use shall be provided or application could be delayed. Can W"o y" ft 1.
Project Location/Address: .3822 Crawley Down Loop, Sanford, FL 32773 2.
Proposed Activity: FX]Driveway Walkway Other: 3.
Schedule of Work: Start Date Completion Date El Emergency Repairs 4.
Brief Description of Work: Construction of New Single Family Home — I
This
application ed by: Property
Owner Signature: —
gr Print Name: Tracy McDonald Address:
4307 14tti' Rd #H-20 Orlando, FL 32811 Phone: (
407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 05/17/2018 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 installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, 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 ofor connected
with the use of the City's right-of-way. I
have reap Ocjoderstandl the above statement and by signing this application I agree to its terms. Signature:
Date: 05/17/2018 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:
November
2015 ROW Use Driveway. pot
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: —171 1
I hereby name and appoint: Tracy McDonald
an agent of. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number:
Signature of License B
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this day of
200 1 - $ by Robert Lattanzi who is w
W or Ei who has produced as
identification and who did (did not) take an oath.
Notary Seal)
MEAGAN LYNNE FCMIER
NAy COMMISSION 4 GG 063253
EXPIRE& January 17,2021
T'Iry oodqqt'%tary
Rev. 08.12)
Signature
M6AGAV (-OWL4---K
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
5/17/2018 SCPA Parcel View: 17-20-31-5VC-0000-0970
1"GI(.4C1i 1/^GV-J1^JV4-VVV4N,//u 4u10 YVul N.1 ly 4ut/1U.Ll11Cu
Values Values
Owner(s) ' BRISSON WEST PROJECT I LLC
Valuation Method Cost/Market Cost/Market
Property Address ; 3822 CRAWLEY DOWN LOOP SANFORD, FL 32773
i Number of Buildings 0 0
Mailing : 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name KENSINGTON RESERVE
Depreciated EXFT Value
Tax Distract S1 SANFORD j Land Value (Market) 52,000 14,000
DOR Use Code 00 VACANT RESIDENTIAL
Land Value Ag
Exemptions Jusu''market _/.illy ` RM9 non aI nnn
99ti
98 .
gyp
97
M.
cS> 'Co
tee.
Cy Seminole County GIS
Legal Description
LOT 97
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Portability Adj
Save Our Homes Adj $0 $0
Amendment 1 Adj $0 $0
P&G Adj _ $0 $0
Assessed Value $52,000 $14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Arnount $26658
Tax Estimator
Save Our Homes Savings: $0.00
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 52,000_._._.__._________._._ 0.. 52,400
Schools 52,000 0 52,000 .
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 52,000
County Bonds _ 52,000 0 52,000
Sales...
Description Date I Book Page Amount Qualified Vac/Imp
No Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 0,00 0,00 1 $52,000.00 52,000
Building Information
Permits
Permit # Description Agency Amount, CO Date Permit Date
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000970 1 /2
SQ.FT. CALC.'S
MT FLR LIVING 162 50. FT.
2ND FLR LIVING 1,125 5a FT.
TOTAL LTVING 1081 SQ FT.
ENTRY 34 SG! Ff.
GARAGE 452 5Q FT.
LA" 140 5Q FT.
TOTAL 2,S13 5GL FT.
CCW439W SO CI AMM two LO/Gf DANO WAD EM'OMM
FCA # 9eaoo GIA77
CAL I M:4MRE TaMn
Dc1E tee MN um
1 ffi 6' x 5 26AW-3249
2 24 3080 DR 4 3VAW-3218
3 n 4 30DM-3355
4 n 25-W 5 3054/•335a
5 n W 4 3054/-3355
b 65 8080 SGD 5 28-%W-3125
6A 33 2)25-54 5 2"1-3211
WIND DESIGN CRITERIA
A. 5A5{C WIND 5r_ED ""4 (3 5ECONLJ Cs1ST)
VLLT. 50 / VASD=ii6 11F34
B. R4TEI;K L PRESSURE COEFFICENT-- 1S
C. RJ5K CATEGORY -TYPE 11
D. EXIwO5U'E CA7E3ORY C
NOTE:
VALUES FOR CQ 5 i CLADDR4G PRE55URE ARE 5A5ED ON
THE Volt DE51GN %WR V '.4"££D. FMC bTH ED. (2,on) ALLOWS THESE
PRESSUR55 TO BE MlTrLiED BY Ob TO MMT THE ALL CU145LE OR
NOMOOL TESTED VALUES UBES7 5Y PROOLK-7 M~ACTLlRER&
CABINET SECTION
FIRST FLOOR PLAN
SCALE: I/4 • 1'-0' I E ATILN-C
A A C N I T E C T S
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KENSINGTON
RESERVE
LDT #97)
UODII M4
DORAL
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PROJJ DCCT#:
2997.000
PAO&t
FIRST
FLOOR PLAN
DATE..` 3/30/18
19CAIM 1/4'=1'—O"
Siiz=
3 or 9
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MR 4 48DOO corm
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2 a 5 3106/-4103
3 9 3030-fG 5 3L90/-V.10
4 a 55 5 31D6/-4103
5 a f 4 3L06/•33.M
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4 X W-34b0
1 5 4 3L06/•3316
II II 4 4 3L9W-341,0IRV,
WIND DESIGN CRITERIA
A BASIC W.M,D SPED rR->4 (3 SECOND GUST )
AALT•150 I YASp•ilb MPH
B. 14TET241AL PFRESWFE COEFFtCENT-- )II
C. RISK CATEGORY. TYPE 11
D. E>Q'OStFE CATEGORY C
NOM
VALUES FOR CAOMPONENT5 4 CLADDMG FIRE55UFM ARE BASED CN
THE Wtt D 5414 WND SMM0. MCK 6T)4 E D. (20n) ALLOWS T4E5L'
FIM66U1MS TO BE MA-T'IPLIED BY 0b TO MEET T1 E ALLOWABLE OR
NO MAL TESTED VALUES USED BY FR=UCT fTAKFACTUI:ERS.
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9
BP200I03 CITY OF SANFORD 5/30/18
Application Inquiry - Fees 11,,24.53
Application number: 18 00002454
Property . . . . : 3822 CRAWLEY DOWN LP
Fee
Class/Type/Description Trans amt Amt due Struct Permit Insp
AF 01-APPLCTN FEE -BUILDING 25.00 25.00
BR 01-BLDG PLAN REVIEW 225.00 225.00
Bottom
Credit fees due: .00
Revenue fees due: 250.00
Total due: 250.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel FlO=Amt billed
CITY Of SMFORD
CUSMER RECEIPT **K
Goer; RIANDA, Type: OC Drawer: I
Date: 5/3@/18 01 Receipt no: 13175@
Year Wuiber Aaottnt
2018 2454
3822 CRAULEY DIM 0"
50FORD, FL 32773
N, FUILDIN(i PLRMIT RECUPT'S
CK CHUX 198034 f:556. 00
Total tp-ndered $21JPI. 40
Total paymeDt $259.00
Trare date: 5/30 8 Tir4e: 11:28:11
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002454 Date 8/01/18
Application pin number . , . 601378
Property Address . . . . . . 3822 CRAWLEY DOWN LP
Parcel Number . . , . . . . . 17.20.31.5VC-0000-0970
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning , . . . . . PUD
Application valuation . . . . 265731
Application desc
need noc RIS ON FILE
Owner Contractor
ryan homes RYAN HOMES
c/p tracy 4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9831 (407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . , , . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 18.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2513.00
Permit . . , . . . BUILDING PERMIT - NEW/ALTER
Additional desc . .
Phone Access Code 1067644
Permit pin number 1067644
Permit Fee 1902.00
Issue Date . . . . 8/01/18 Valuation 265731
Expiration Date . . 1/28/19
Qty Unit Charge Per Extension
BASE FEE 40,00
266,00 7.0000 THOU BLDG PERMIT -CC A.PPRVD 9.27.10 1862.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection, This is required since not
every inspector is licensed to do every
type inspection, Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees 01-APPLCTN FEE -BUILDING 25.00
01-BLDG PLAN REVIEW 1023.00
02-CURB CUT/DRIVE - SIF 40.00
01-FIRE IMP-RS 9-2017 383.81
01-LIBRARY IMPACT FEE 54.00
01-PARKS IMP-RS SINGLE 17 1103.95
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number 18-00002454 Date 8/01/18
Application pin number . . . 601378
Other Fees . . . . . . . . . 01-POLICE IMP-RS 09.1.17 384.82
01-SEM CNTY RD IMPACT FEE 705.00
01-SCHOOL IMPACT FEE 9000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
01-BLDG DCA SURCHARGE 29.50
01-BLDG DBPR SURCHARGE 44.25
Fee summary Charged Paid Credited Due
Permit Fee Total 1902.00 00 .00 1902.00
Other Fee Total 17161.33 250.00 .00 16911.33
Grand Total 19063.33 250.00 .00 18813.33
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot97KensingtonReserveDoraIGGRW Builder Name: Ryan Homes
Street: 3822 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number: 2 4 5
Owner: Jurisdiction: 6#501
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types(2380.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=110 1120.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 373,33 W
4. Number of Bedrooms 3 d. N/A R= ft2
10, Ceiling Types (1887,0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1887,00 ft2
6. Conditioned floor area above grade (ft') 1887 b. N/A R= ft2
Conditioned floor area below grade (ft) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(226.1 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 377.4
a. U-Factor. Dbl, U=0,35 157.06 ft2
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62 64.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0,29
a. Central Unit 34.8 SEER:15.00
c. U-Factor: Dbl, U=034 5.00 fl,2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPFi8.50
SHGC:
Area Weighted Average Overhang Depth: 1831 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a, Electric Cap: 50 gallons
8. Floor Types (1887,0 sqft.) Insulation Area EF: 0,950
a. Slab -On -Grade Edge Insulation R=0.0 1502.00 ft' b. Conservation features
b. Floor over Garage R=19.0 385.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.120
Total Proposed Modified Loads: 56.90 PASSTotalBaselineLoads: 61.56
1 hereby certify that the plans and sp cifications covered by Review of the plans and 11RIE S
this calculation are in compliance th the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: Before construction is completed wal
DATE: --.--4--3=-18--Scott-PratL--.-.----- this building will be inspected for
rA
compliance with Section 553.908
I hereby certify that this building, esigned, is in compliance Florida Statutes.
CwiththeEnergyCodEnergyFlorida.:
N
Q'D W'E
OWNER/AGENT:-_ BUILDING OFFICIAL:
DATE: - 4/4/20 T8- DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
413/2018 5:46 PM EneFgyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
PnPNA PAn1;_qn17
PROJECT
Title: Lot97Kensing ton Reserve Dora Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1887 Lot # 97
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES
of Units: 1 Worst Case: No PlatBook:
Builder Name: Ryan Homes Rotate Angle: 0 Street: 3822 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97,5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area _—Volume
Blockl 1887 17549.1
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 1887 17549A Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- 385 ft2 19 0.13 0 0.87
2 Slab -On -Grade Edge Insulatio Main 95ft 0 756 ft2 0.45 0 0.55
3 Slab -On -Grade Edge Insulatio Main 66 ft 0 746 ft2 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 2044 ft2 0 ft2 Medium 0.85 N 0.85 No 0 22.6
ATTIC
V# Type Ventilation Vent Ratio (I in) Area RBS IRCC
1 Full attic Vented 300 1887 ft2 N N
413/2018 5:46 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R40.5-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1887 ft2 0,11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space
uem1SEExteriorFrame - Wood Main 13 40 0 8 0 320.0 ft2 2 0,25 0.9 0
2 SE Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 112 0 0 0.6 0
3 SW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0
4 SW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79-3 ft2 0 0 0.6 0
5 NW Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0
6 NW Exterior Concrete Block - Int Insul Main 41 35 6 9 4 331.3 112 0 0 0.6 0
7 NE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0,25 0.9 0
8 NE Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 112 0 0 0.6 0
9 Exterior Frame - Wood Main 11 40 0 9 4 373.3 112 0 0,23 0.01 0
DOORS
V Ornt Door Type Space Storms U-Value Width Height Area
W
Ft In Ft In
I SW Insulated Main None 25 3 8 24 ft'
2 Wood Main None 25 2 8 16 ft2
WINDOWS
Orientation shown is the entered, Pro used orientation.
Wall OverhangVOmtIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 8.0 ft2 1 ft 0 in 0 ft 11 in None Exterior 5
2 SE 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 0 ft 11 in None Exterior 5
3 SW 3 Vinyl Low-E Double Yes 0.35 029 N 30,5 ft' 1 ft 0 in 3 ft 0 in None Exterior 5
4 SW 3 Vinyl Low-E Double Yes 0.35 029 N 9.0 ft2 1 ft 0 in 0 ft 11 in None Exterior 5
5 NW 6 Vinyl Low-E Double Yes 035 029 N 16.2 ft' 1 ft 0 in 10 ft 8 in None Exterior 5
6 NE 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 0 ft 11 in None None
7 NE 7 Vinyl Low-E Double Yes 0.35 029 N 30.5 it' 1 ft 0 in Oft 11 in None Exterior 5
8 NE 8 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft' 11 ftO in 0ft6in None Exterior 5
9 SW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 3 ft 6 in None Exterior 5
10 NE 8 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 8 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 452 ft2 452 ft2 481 ft 8.5 ft
4/3/2018 5:46 PM EnerqyGauge@ USA - FIaRes2017 Section R405,4.1 Compliant Software Page 3 of 5
1:1-%0KA OAnF 0017
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000414 2047.4 112.4 211.38 .3718 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity _- Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Exterior 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 ftz
DUCTS
Supply -__ Return---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 377.4 ft uMain 94.35 ft Default Leakage Main (Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling j j Jan (j Feb j Mar
Heatingg [X] Jan [X] Feb [X] Mar
j Apr
APr
a X] Jun Xj Jul Xj AugX] Se (j Oct
May j Jun ]Jul E j Au[ 3SeP [ ] OetIJM
Nov
Nav
Dec
Dec
Ventin [ j Jan [ j Feb [XJ Mar XJ A r May [ ] Jun [ ] Jul [ ] Aug [ Se [X] Octt X Nov Dec
4/3/2018 5:46 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1 2
Cooling (WID) AM 78 78
PM 80 80
Cooling (WEN) AM 78 78
PM 78 78
Heating (WID) AM 66 66
PM 68 68
Heating (WEH) AM 66 66
PM 68 68
Hours
3 4 5 6 7 8 9 10 11 12
78 78 78 78 78 78 80 80 80 80
78 78 78 78 78 78 78 78 78 78
78 78 78 78 78 78 78 78 78 78
78 78 78 78 78 78 78 78 78 78
66 66 66 68 68 68 68 68 68 68
68 68 68 68 68 68 68 68 66 66
66 66 66 68 68 68 68 68 68 68
68 68 68 68 68 68 68 68 66 66
4/3/2018 5:46 PM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 5 of 5
FORMR4O5-2O17
m N LEVEL0 U«|N (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE |0FlEX^= 92
The lower the EnergyperformanoeIndex, the more efficient the home,
1. New construction or existing
z.amgle family mmultiple family
3.Number wunits, nmultiple family 4. Number
mBedrooms e, |athis
aworst case? s Conditioned floor area (
n^) 7. vvinuowa`^ Description a.
u'pocmr om.
u~n.ao SHGc: snsC=029 u.
u'paomr om.
u=o nz a*mc: anoo=o.
me o. u'pacmr om.
u=n.m* m+GC: sHsc=um
u. u-Factor: wn
Area Weighted Average Overhang
Depth Area Weighted Average SHGC:
New (From Plans) e.
Wall Types Insulation Area p mo'onn Exterior
n=13 11mo/mnp mnm|mi Concrete Block
Int Insul,
Exterior n=41 886.67o2 1 cFrame ' Wood, Exterior
n=11 0 arooax" o u N/An= m
Cmn Ty o Insulation
Areaw» a.Under Attic (Ve*ed) n=38.0 1887.00 ft2 1887 mm n= n" c,
N/A n= n`
Area 11ounto n n" 1nroon"
a.
Sup: Attic, mx:
Main, AH:Main o 377.* 64owft2 1u.Cooling systems xemm,
Efficiency
ft2 3.831 ft, 0290
n.
Floor Types Insulation
Area
a.Smu-Om-GmmeEdge Insulation
n=o o ^mu.uon" u. Floor over o*me= n~
190 385 00n" u.wm n= n` m, Heating
systems a. Electric Heat
Pump 14. Hot
water systems a. Electric
b. Conservation features 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.
9"rwise, a new EPL Display Card will be completed based on installed Code comp a*
at es. Builder Signature: Date:
4/
4/2018
Address of New Home: 382 w
n Loo p City/FL Zip: 32773 kBtu/h' Efficiency 32.6 HSpe8.
50 Cap: 50
gallon, eeo.po Note:
This ionot aBuilding
Energy Rating. }
fyour Index iobelow 7O.your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain nFlorida EnergyGaugeRating. Email EnergyGaugotech support
st techsupport@energygauge.com or see the EnergyGauge web site at energygauge,com for information
and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the
Florida Building Commission's support staff. Label required by Section R303.1.3 of the
Florida Building Code, Energy
Conservation, if not DEFAULT. 4/3/20185w7pm EnergySaue=@USA -Flanoo2u1r ' Section R4Oo 1Compliant Software Page 1m1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandato!j Requirements for Residential Performance, Prescriptive and ERI Methods
IADDRESS: 3822 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1,2. The seating
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 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 R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907,
R402.4.3 Fenestration air leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDIVIA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
4/3/2018 5:47 PIVI EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
11403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airnow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 Xi inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403,5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60*C).
R403.5.6.1.2 Shut down. A separate switch OF a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating,
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6,2 Ventilation air, When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas,
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory),
R403.7.1 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 R3021, This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFMfWATT)
AIRFLOW RATE MAXIMUry
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfmtwaft Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Urnin. a. When tested in accordance with HVI Standard 916
4/3/2018 5:47 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1,15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load,
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load,
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7,1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10*C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403,1 O. 1 through R403,10.5.
R403,10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation,
R403.10.3 Covers, Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps,
Exception: Low -voltage lighting.
R404.1 .1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/3/2018 5:47 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
4/3/2018 5:46:17 PM
EnergyGauge@ - USRCSB v6.0
Page 1 of 1
Manual S Compliance Report Job: Lot97Ken sing ton Reserv..
wrightsoft* Date: 08/31/2016
Entire House By: imi
DEL -AIR HEATING & AIR CONDITIONING
531 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM
Project Information
For: Ryan Homes
3822 CRAWLEY DOWN LOOP, SANFORD, FIL 32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 26399 Btuh Entering coil DB: 76.5°F
Outdoor design WB: 76-20F Latent gain: 4364 Btuh Entering coil WB: 63.2°F
Indoor design DB: 75.0°F Total gain: 30763 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 26824 Btuh
Latent capacity: 4792 Btuh
Total capacity: 31616 Btuh
Model: GSZ140361K+ASPT47D14A
1020% of load
110% of load
103% of load SHR: 85%
I Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 22861 Btuh
Indoor design DB- 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32228 Btuh 141% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 7.9 kW 119% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.5°F
Capacity balance: 34 OF
Economic balance: -99 OF
2018-Apr-03 17:37:19
Az;w * wrightsoft* Right -Suited Universal 2018 18,0.11 RSU23828 Page 1
Z A ..,veDoralCGRW\Lot97KensingtonReserveDoralCGRW.rup Calc = MJ8 House faces: SW
wrightsoft" Component Constructions
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407,333.3853 Web: WWW,DELAIR,COM
Job: Lot97KensingtonReserv...
Date: 08/31/2016
By: imi
Proiect Information
For: Ryan Homes
3822 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Design Condons
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M Method Simplified
Wet bulb (OF) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain
fp BtuhW-'F fF-IF/Btuh BtuhV Bash Btuhlft Btu h
Walls
12C-2sw: Frm wall, stucco ext, r- 13 cav ins, 1/2" gypsum board int
fnsh, r-2 ext bd ins, 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
12B-Osw: Frm wall, r-1 1 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft
window ht, 0.92 ft sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 0.92 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (5.3 ft window ht, 10.67 ft sep.); 6,67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 ft window ht, 0.92 ft sep.); 6.67 ft head ht
ne 205 0.081 15.0 2.24 460 2.34 479
se 297 0.081 15,0 2.24 666 2.34 695
sw 186 0.081 15,0 2.24 417 2.34 435
nw 320 0,081 15.0 2.24 718 2.34 748
all 1008 0.081 15.0 2.24 2262 2.34 2357
ne 183 0,201 0 5.57 1020 529 970
se 162 0,201 0 5.57 904 5,29 860
sw 55 0.201 0 5.57 308 5.29 293
nw 315 0.201 0 5.57 1753 5.29 1667
all 716 0.201 0 5.57 3985 5.29 3790
357 0.097 11,0 2,69 960 1.75 625
ne 5 0.340 0 9.42 47 27.1 135
ne 30 0350 0 9.69 291 22.0 659
se 15 0.350 0 9.69 145 20.8 312
all 45 0.350 0 9.69 436 21.6 971
ne 33 0.350 0 9,69 317 22.0 718
se 34 0.350 0 9.70 325 22.5 757
nw 16 0,350 0 9.69 158 22.0 359
all 83 0,350 0 9.69 801 22.2 1834
ne 64 0.620 0 17.2 1099 30.6 1960
se 8 0,350 0 9.69 78 20.4 163
2018-Apr-03 17:37:19Fj - f wrightsoft- Right-SuiteO Universal 20 Page 1
d
18 18.0,11 RSU23828
1M .."IeDoraf; 7W'Lot97KensingtonReserveDoralCGRW.rup Calc = MJ8 House faces: SW
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, sw 30 0350
1/4" gap, 1/8*'thk; NFIRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (5 ft window ht, 3 ft sep.); 6,67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, sw is 0,350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 3A 7 ft sep.); 6.67 ft head ht
26-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, sw 9 0,350
1/4" gap, 1/8" thk; NFIRC rated (SHGC=0.29); 1 ft overhang (3 ft
window ht, 0.92 ft sep); 6.67 ft head ht
Doors
11 DO: Door, wd sc type sw 24 0.390
n 16 0.390
all 40 0.390
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1141 0.026
gypsum board int fnsh
Floors
20P-19c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-19 cav ins, gar ovr 385 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 95 0.989
IQ- -rk wrightsoft' Right -Suited Universal 2018 18.0. 11 RSU23828
A ... veDora GRW\Lot97KensingtonReserveDoralCGRW.rup Calc - MJ8 House faces: SW
0 9.69 291 22,5 676
0 9.69 145 22,5 338
0 9.69 87 22.9 207
0 10.8 259 12.0 289
0 10.8 173 12.0 193
0 10.8 432 12.0 481
38.0 0.72 822 1.41 1612
19.0 1.39 533 0.72 276
0 274 2603 0 0
2018-Apr-03 1737:19
Page 2
Job: LotMensin g ton Reserv...
wrightsoft* Project Summary Date: 08/31/2016
Entire House By: imi
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM
Proiect Information
For: R an Homes3MrCRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: L.S. 8-7-17 SRP/ModifyS/U9.6.17VMT
L.S. 04-03-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 IF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 18672 Btuh Structure 20321 Btuh
Ducts 4189 Btuh Ducts 6078 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
qone) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 22861 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 26399 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality
Fireplaces
Average
0 Structure 3174 Btuh
Ducts 1190 Btuh
Central vent (0 cfm) 0 Btuh
Heating coolin none)
4364 BtuhArea (ft2) 1887 188 Equipment latent load
Volume (ft3)
Air changes/hour
16177 16177
0.50 0.26 Equipment Total Load (Sen+Lat) 30763 Btuh
Equiv. AVF (cfm) 135 70 Req. total capacity at 0.75 SHR 2.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ1 40361 K Cond GSZI 40361 K
AHRI ref :8242629 Coil ASPT47D14A
AHRI ref :8242629
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 26100 Btuh
Heating output 32600 Btuh @ 470F Latent cooling 8700 Btuh
Temperature rise 26 OF Total cooling 34800 Btuh
Actual air flow 1160 cfm Actual air flow 1160 ctm
Air flow factor 0.051 cfm/Btuh Air flow factor 0,044 cfm/Btuh
Static pressure 0.30 in H2O Static pressure 0.30 in H2O
Space thermostat Load sensible heat ratio 036
Capacity balance point = 34 OF
Backup:
Input = 8 kW, Output = 27110 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoft^
2018-Apr-03 17:37:19
9:z- Right-SuiteG Universal 2018 18.0. 11 RSU23828 Page I44
01M ...veDoralCORW\Lot97KensingtonReserveDoralOGRW,rup Calc = MJ8 House faces: SW
F wrlghtso%tx Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Job: Lot97Kensing ton ReserveDo... Date:
08/31/2016 By:
JMJ i
Room name Entire House Great Room 2
3
Exposed
wall Room
height 235.
0 It 8.
5 ft 47.
0 It 9.
3 ft heat/cool 4
5
Room
dimensions Room
area 1896.5 ft2 1.
0 x 415.3 It 415.
3 ft2 Ty
Construction number
U-
value Btuh/
ft1-*F) Or
HTM Btut1/
ftq Area (
ft or
perimeter (ft) Load
6tuh)
Area (
it) or
perimeter (ft) Load
Btuh)
Heat
Cool I Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6
11
12C-
2sw 2B-
2fm 2B-
2fm 13A-
2ocs 2A-
2om 2A-
2omd 12C-
2sw 2A-
2om 0.
081 0.
340 0.
350 0.
201 0.
350 0.
620 0.
081 0.
350 ne
ne
ne
ne
ne
ne
se
se
2.
24 9.
42 9.
69 5.
57 9.
69 17,
17 224
9.
69 234
27.
09 21.
97 5.
29 21.
97 30.
63 2.
34 20.
39 240
5
30
280
33
64
320
8
205
0
0
183
0
0
297
1
460
47
291
1020
317
1099
666
78
479
135
659
970
718
1960
695
163
0
0
0
145
33
0
0
0
0
0
0
112
0
0
0
0
0
0
0
623
317
0
0
0
0
0
0
593
718
0
0
0
LI-
G 2A-
2om 13A-
2ocs 2A-
2om 2A-
2om 2A-
2om 213-
2fm 13A-
2ocs 11DO
12C-
2sw 13A-
2ocs 2A-
2om 126-
0sw 0,
350 0.
201 0.
350 0.
081 0,
350 0.
350 0.
350 0.
201 0,
390 0.
081 0.
201 0.
350 0.
097 se
se
se
sw
sw
sw
sw
sw
sw
nw
r1w
nw
9.
69 5.
57 9.
69 224
9.
69 9,
69 9.
69 5.
57 10.
80 224
5.
57 9.
69 2.
69 20.
82 5.
29 2254
2.
34 2254
22.
54 2295
5.
29 1203
234
5.
29 21.
97 1.
75 15
196
34
240
30
15
9
79
24
320
331
16
373
2
162
0
186
0
0
2
55
24
320
315
0
357
145
904
325
417
291
145
87
308
259
718
1753
158
960
312
860
757
435
676
338
207
293
289
748
1667
359
625
0
0
0
0
0
0
0
37
24
0
257
16
219
0
0
0
0
0
0
0
13
24
0
240
0
203
0
0
0
0
0
0
0
74
259
0
1338
158
546
0
0
0
0
0
0
0
71
289
0
1272
359
356
G
T=12C-
2sw y1
I---
D W
y!
t--
G P
11DO
16B-
3Bad 0.
390 0.
026 n
10.80 0.
72 1203
1.
41 16
1141
16
1141
173
822
193
1612
16
0
16
0
173
0
193
0
CF
20P-19c 0.050 1.39 0.72 385 385 533 276 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 756 95 2603 0 415 47 1288 0 6
c) AED excursion 0 1 211 Envelope
loss/gain 14580 15427 4776 3638 12
a) Infiltration 4092 1344 894 294 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 4 920 2 460 Appliances/
other 2630 230 Subtotal (
lines 6 to 13) 1%72 20321 5670 4622 Less
external load 0 0 0 0 14
Less
transfer Redistribution
Subtotal
0
0
18672
0
0
20321
0
0
5670
0
0
4622
151
Duct loads 1 22% 301/6 4189 6078 221/6 1 30% 11 1272 1382 Total
room load I 22861 26399 1 6942 16005 Air
required (ctm) 1 1 1160 11601 352 264 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. a -
2018-
Apr-03 17:37:19 Right -
Suites Universal 2018 18 OM RSU23828 Page 1 veDoralCGRW1Lot97KensingtonReserveDoralCGRW.
rup Calc = MJ8 House faces: SW
A.L-
9- wrightsoft* Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONINg531CODISCOWAY, SAN FORD, FL 32771 hone: 407-333-2665 ax: 407,333-3853 Web: WWW.DELAIR.COM
Job- LotMensingtionReserveDo
Date: 08/31/2016
By: imi
1 Room name Kitchen/Dining PWDR
2 Exposed wall 35.5 ft 12.5 ft
3 Room height 9.3 ft heat/cool 9.3 if heat/cool
4 Room dimensions 14.5 x 21.0 ft 4.5 x 8.0 It
5 Room area 304,5 f12 36.0 ft2
Ty Construction U-value Or HTM Area (ft9 Load Area (ft Load
number BtUtVft2-*F) BtuWft2) or perimeter (it) Btuh) or perimeter (ft) Bt h)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat -1 Ccd--
6 12C._2sw 0,081 ne 2.24 234 0 0 0 0 0 0 0 0
T::t 28 2fm 0.340 ne 9,42 27.09 0 0 0 0 0 0 0 0
28-2fm 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
V6
13A-2ocs 0.201 ne, 5.57 5.29 135 71 397 377 0 0 0 0
1 2A-2orn 0.350 ne 9.69 21,97 0 0 0 0 0 0 0 0
2A-2omd 0.620 ne 17.17 30.63 64 0 1099 19W 0 0 0 0
V612C-2sw 0.081 se 2.24 234 0 0 0 0 0 0 0 0
2A-2orn 0.350 se 9.69 20.39 0 0 0 0 0 0 0 0
2A-2orn 0.350 se 9.69 20.82 0 0 0 0 0 0 0 0
13A-2ocs 0.201 se 5.57 5.29 196 162 904 860 0 0 0 0
t--G 2A-2orn 0.350 se 9.69 2254 34 0 325 757 0 0 0 0
vl
12C-2sw 0.081 sw Z24 2.34 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 2254 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
2B-2fm 0350 sw 9.69 2295 0 0 0 0 0 0 0 0
1 3A-2ocs 01201 sw 5.57 5.29 0 0 0 0 42 42 234 222t_-D 11DO 0.390 sw 10.80 1203 0 0 0 0 0 0 0 0
w 12C-2sw 0.081 rw Z24 234 0 0 0 0 0 0 0 0
13A-2ocs 0'201 rw 5.57 5*29 0 0 0 0 75 75 416 395
t_G 2A-2om 0.350 nw 9.69 2197 0 0 0 0 0 0 0 0
R 1213-0sw 0,097 269 1.75 154 154 414 270 0 0 0 0
L---D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad OM6 0.72 1.41 0 0 0 0 0 0 0 0
F 20P-19C 0.050 139 0.72 0 0 0 0 0 0 0 0
F 22A-tol 0.989 27.40 0.00 305 36 973 0 36 13 342 0
6 c) AED excursion 257 30
Envelope loss/gain 1 4112 3967 1 992 587
12 a) Infiltration 676 222 238 78
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4787 56191 1230 665
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4787 5619 1230 665
1151 Duct loads 229/61 30% 1 1074 1681 22% 300/6 27B 199
1 Total room load1 1 58611 7300 15051 864
Air recluired (ctm) 2971 3211 1 761 38
Calculations roved by ACCA to meet all r2quirements of Manual J 8th Ed.
2018-Apr-03 17:37:19
Z' Right-SuiteG Universal 2018 18.0. 11 RSU23828 Page 2
AZZ5" ... veDoralCGRW\Lot97KensingtonReserveDoralCGRW,rup Calc = MJ8 House faces: SW
11-L-
rF wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 COD I SCO WAY, SAN FOR 0, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW. D ELAI R. COM
Job: Lot97Ken sing ton ReserveDo. .
Date: 08131/2016
By: imi
1 Room name Master Bath MWC
2
3
Exposed wall
Room height
5.5 ft
8,0 ft heal/cool
6.0 ft
8,0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 71.5 ft
711,5 ft2
6.0 x 4.0 ft
24.O fiz
Ty Construction
number
U-value
BtutVfll-'F)
Or HTM
Btuwftg
Area (ftj
or perimeter (ft)
Load
Btuh)
Area qt
or perimeter (ft)
Load
Bt h)
Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool
6
11 VL:
2 12,
C-2sw 2fm
26-
2fm 13A
2ocs 2A-
2om 2A-
2omd 12C-
2sw 2A-
2om 0,
081 0,
340 0350
0 '
201 0.
350 0.
620 0.
081 0.
350 ne
ne
ne
ne
ne
ne
se
se
2-
24 9,
42 9.
69 5
57 9.
69 17.
17 224
9.
69 2.
34 27.
09 21.
97 5.
29 21.
97 30.
63 2.
34 20.
39 44
5
0
0
0
0
0
0
39
0
0
0
0
0
0
0
88
47
0
0
0
0
0
0
91
135
0
0
0
0
0
0
48
0
0
0
0
0
0
0
48
0
0
0
0
0
0
0
108
0
0
0
0
0
0
0
112
0
0
0
0
0
0
0
t-
G 2A-
2om 13A-
2ocs 2A-
2orn 2-
A-2orn 2A-
2om 2B-
2fm 3A-
2ocs 11DO
12C-
2sw 13A-
2ocs 2A-
2om 12B-
Osw 0,
350 0.
201 0.
350 0.
081 0,
350 0,
350 0.
350 0.
201 0.
390 0.
081 0.
201 0350
0.
097 se
se
se
sw
sw
sw
sw
sw
sw
nw
rrw
nw,
9.
69 5.
57 9.
69 2.
24 9,
69 9.
69 9.
69 5.
57 10.
80 2,
24 5.
57 9.
69 2-
69 20.
82 5.
29 2254
2,
34 2254
22.
54 2295
5.
29 1203
234
5.
29 21.
97 1.
75 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TE
12C-
2sw tI
DW
t--
G P
L---
D 11D0 166-
38ad 0390
0.
026 n
10.80 0.
72 12.
03 1,
41 0
72
0
72
0
51
0
101
0
24
0
24
0
17
0
34
CF
F
20P-
19c 22A-
tpi 0.
050 0.
989 1.
39 2T40
0.
72 0.
00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
c) AED excursion 16 8 Envelope
loss/gain 186 312 125 138 12
a) Infiltration 90 29 98 32 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) 276 3421 223 171 Less
external load 0 0 0 0 Less
transfer Redistribution
0
0
0
0
0
0
0
0
14
Subtotal 276 342 223 171 151
Duct loads 221/61 309/6 1 62 102 229/6 301/6 50 51 Total
room load I 338 1444 273 222 Air
required (cfm) 17 1 19 1 14 10 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. r
rt - 2018-
Apr-03 17:37:19 Right-
SuReO Universal 2018 18.0. 11 RSU23828 Page 3 P. ..
veDoralCGRW\Lot97KensingtonReserveDoralCGRW,rup Calc = M,18 House faces: SW
A1.1-
9w wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONINg531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407-333-3853 Web: WWW,DELAIR.COM
Job: Lo t97Kensin g ton ReserveDo.
Date: 08/31/2016
By: imi
1 Room name MWIC BDRM3
2
3
Exposed wall
Room height
14.5 If
8,0 It heat/cool
10.5 If
0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 61.3 It
61.3 ft2
1.0 x 168.0 It
168,0 ft2
Ty Construction
number
U-value
BtutVfll-*F)
Or HTM
8t 112)
Area (ft2
or perimeter (ft)
Load
Bt h)
Area (ft2)
or perimeter (ft)
Load
13tuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 T 12C-2sw
2B-2fm
213-2fm
0.081
0,340
0.350
ne
ne
ne
224
9.42
9.69
2.34
27.09
21.97
40
0
0
40
0
0
90
0
0
94
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
13A-2ocs
2A-2orn
0.201
0.350
ne
ne
5.57
9,69
5,29
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
16
2A-2omd
12C-2sw
2A-tom
0.620
0.081
0.350
ne
se
se
17.17
2,24
9,69
30.63
Z34
20.39
0
76
0
0
76
0
0
171
0
0
178
0
0
84
0
0
69
0
0
155
0
0
161
0
2A-2orn
13A-2ocs
0.350
0.201
se
se
9.69
5.57
20,82
5.29
0
0
0
0
0
0
0
0
15
0
2
0
145
0
312
01_6
Vh12C-2sw
2A-tom
2A-2orn
0.350
0.081
0,350
se
sw
sw
9.69
2.24
9.69
22.54
234
2254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2B-2fm
0.350
0.350
sw
sw
9.69
9,69
2254
22-95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
t
1 3A-2ocs
11D0
12C-2sw
0.201
0.390
0.081
sw
sw
nw
5.57
10.80
2,24
5.29
1203
234
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
W
t__G
PL-0
13A-2ocs
2A-2om
12B-Osw
0.201
0.350
0.097
nw
nw
5.57
9.69
2,69
5,29
21.97
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
16B-38ad
0,390
0.026
n 10.80
0.72
1203
1.41
0
61
0
61
0
44
0
87
0
168
0
168
0
121
0
237c
F 2OP-19C 0.050 1.39 0.72 0 0 0 0 16 16 22 11
F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 19 131
Envelope loss/gain 304 339 443 853
12 a) Infiltration 237 78 171 56
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 01 0
Subtotal (lines 6 to 13) 1 541 4171 615 910
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 541 417 615 910
151 Duct loads 221/6 301/6 121 125 22% 1 30% 138 272
Total room load 662 541 1 753 1182
Air required (cfm) I 1 1
34, 24, 38T 52
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4j - - 2018-Apr-03 17:37:19fo 'M Right-SuileO Universal 2018 18.0, 11 RSU23828 Page 4
veDora[CGRW\Lot97KensingtonReserveDoralCGRW,rup Calc - MJ8 House faces: SW
HIT wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CqNDITIQNING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR,COM
Job: Lo t97Ken sing ton ReserveDo
Date: 08/31/2016
By: imi
1 Room name BATH1 BDRM2
2
3
Exposed wall
Room height
0 ft
8,0 ft heat/cool
25,O ft
8,0 ft heat/cool
4
5
Room dimensions
Room area
TO x 8.0 ft
56.0 h2
1.0 x 144.0 ft
144.0 ft'
Ty Construction
number
U-value
BtutVftl--F)
Or HTM
BtU[Vft2)
Area (ft7f
or perimeter (ft)
Load
Btuh)
Area (ftq
or perimeter (ft)
Load
Btuh)
Heat cool Gross N/P/S Heat cool Gross N/P/S Heat I Cool
6
1
12C-2sw
2B-2tm
213-2fm
13A,2ocs
2A-2om
2A-2omd
12C-2sw
2A-2orn
2A-2cm
13A-20cs
2A-2om
2A-2orn
2A-2om
2B-2fm
1 3A-2ocs
11DO
12C-2sw
13A-2ocs
2A-2om
12B-Osw
0.081
0.340
0,350
0.201
0.350
0.620
0.081
0350
0250
0.201
0.350
0.081
0.350
03%
0.350
0.201
0.390
0.081
0,201
0,350
0.097
ne
ne
ne
ne
ne,
ne
se
se
se
se
se
sw
sw
sw
sw
sw
sw
nw
rrw
rrw
2.24
9.42
9.69
5.57
9.69
17.17
224
9.69
9.69
5.57
9.69
224
9,69
9.69
9.69
5.57
10.80
224
5.57
9,69
269
234
27.09
21.97
5.29
21.97
30.63
234
20.39
20.82
5.29
22,54
2,34
2254
2254
2295
5,29
1203
234
5.29
21.97
1.75
0
0
0
0
0
0
64
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
126
78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
131
163
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
0
0
0
0
88
30
0
0
0
0
16
0
0
0
0
0
0
0
0
0
96
0
0
0
0
58
0
0
0
0
0
16
0
0
0
0
0
0
0
0
0
215
0
0
0
0
130
291
0
0
0
0
36
0
0
0
0
0
0
0
0
0
225
0
0
0
0
136
676
0
0
0
0
37
0
0
0
VLt
t--.G
GT512C-
2sw
t
D
W
R
t--G
L--D 11DO
16B-38ad
0.390
0.026
n 10,80
0.72
12.03
1.41
0
56
0
56
0
40
0
79
0
144
0
144
0
104
0
203C
F
F
2OP-19c
22A-lof
0.050
0.989
1.39
27.40
0.72
0.00
49
0
49
0
68
0
35
0
144
0
144
0
199
0
103
0
6 c) AED excursion 791 1 240
Envelope loss/gain 311 4881 9751 1621,
12 a) Infiltration
b) Room ventilation
131
0
4301 40810
134
0
13 Internal gains: Occupants @ 230 0 01 0 01Appliances/other 0 0
Subtotal (lines 6 to 13) 442 531 13831 1755
Less external load 0 0 0
14
1151
Less transfer
Redistribution
Subtotal
Duct bads 1 221/6 30%
0
0
442
99
0
0
531
159 22% 1 301/6
0
0
1383
310
0
0
1755
525
Total room load
Air required (cfm) I 541
27
fi89
30- I 16941186
2280
100
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Apr-03 17:37:19
Right-Suiteft Universal 2018 18.0. 11 RSU23828 Page 5
veDoralCGRW\Lot97KensingtonReserveDoralCGRW.rup Calc m MJ8 House faces: SW
J I
rF wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DELAIR.COM
Job: Lot97Ken sin gton ReserveDo
Date: 08/31/2016
By: imi
1 Room name Laundry LOFT/STAIRS
2
3
Exposed wall
Room height
0 If
8.0 ft heal/cool
41,0 tt
8.0 ft heal/cool
4
5
Room dimensions
Room area
1,0 x 74.8 ft
74.8 ft2
1.0 x 311.3 ft
3113 ft2
Ty Construction
number
U-value
Btuh/112--F)
Or HTIVI
13tut-0119
Area (ftq
or perimeter (ft)
Load
Btuh)
Area (ft-)
or perimeter (ft)
Load
Bt h)
Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool
6
1. 1
T
T
12C-2sw
213-2fm
2B-2fm
13A-2ocs
2A-2om
2A-2omd
12C-2sw
2A-2om
2A-2om
13A-2ocs
2A-2orn
2A-2orn
2A-2om
26-2fm
3A-2ocs111DO
12C-2sw
13A-2ocs
2A-2orn
12B-Osw
0081
0,340
0.350
0.201
0250
0.620
0.081
0.350
0.350
0.201
0.350
0.081
0,350
0,350
0.350
0*201
0390
0.0B1
0.201
0.350
0.097
ne
ne
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
s w
sw
nw
nw
nw
224
9.42
9.69
5.57
9.69
17-17
2,24
9.69
9,69
5.57
9.69
2.24
9,69
9.69
9.69
5.57
10,80
2,24
5.57
9.69
2,69
2.34
27.09
21.97
5.29
21.97
30.63
234
20.39
20,82
5,29
22.54
234
2954
22.54
2295
5.29
1203
234
5.29
21.97
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
152
0
15
9
0
0
176
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128
0
0
2
0
0
176
0
0
0
0
0
0
0
0
0
0
0
0
0
0
287
0
145
87
0
0
395
0
0
0
0
00
0
0
0
0
0
0
0
0
299
0
338
207
0
0
412
0
0
0
t-G
TE
12C-2sw
t__
0
W
yt
R
L--D 11DO
16B-38ad
0,390
0.026
n 10.80
0.72
1203
1,41
0
75
0
75
0
54
0
106
0
311
0
311
0
224
0
440C
F
F
20P-19c
22A-tol
0.050
0.989
1.39
27.40
0.72
0.00
26
0
26
0
36
0
19
0
150
0
150
0
207
0
107
0
6 c) AED excursion 32 141
Envelope loss/gain 90 93 1346 1944
12 a) Infiltration 0 0 669 220
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 01 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 90 6931 20151 2163
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
90
0
0
693
0
0
2015
0
0
2163
151 Duct bads 221% 301Y. 20 207 221% 309% 452 647
Total room load
Air required (cfm) 110116
goo
40, 1 E2467125
2811
123
Calculations ap proved by ACCA to meet all requirements of Manual J 8th Ed.
wrighotC 2018-Apr-03 17:37:19
Right-SuiteO universal 2018 18,0.11 RSU23828 Page 6
veDoralCGRW\Lot97KensingtonReserveDoralCGRW.rup Calc = MJ8 House faces: SW
d I
9w wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 F.: 407-333-3853 Web: WWW.DELAIR,COM
Job: LotMensingtonReserveDo
Date: 08/31/2016
By: imi
1 Room name Master BDRM
2 Exposed wail 29,5 ft
3 Room height 8-0 ft heat/cool
4 Room dimensions 1.0 x 230.0 ft
5 Room area 230.0 fit?
Ty Construction U-value Or HTM Area (112) Load Area Load
number BtutVftl-'F) Bt ft2) or perimeter (ft) Bt h) I or perimeter
Heat cool Gross I wp/S Heat Cool Gross N/p/S Heat Cool
6 V
j12C-
2sw 0.081 ne 2-24 2.34 108 78 175 182
2B-2fm 0,340 ne 9.42 27.09 0 0 0 0
2B-2fm 0.350 ne 9.69 21.97 30 0 291 659
13A.2ocs 0.201 ne 5.57 5.29 0 0 0 0
1. 1 2A-tom 0350 ne 9.69 21,97 0 0 0 0
2A-2.omd 0,620 ne 17.17 30.63 0 0 0 0
12C-2sw 0.081 se 2.24 2-34 0 0 0 0
2A-2orn 0350 se 9.69 2039 0 0 0 0
2A-2om 0.350 se 9.69 20.82 0 0 0 0
13A-2ocs 0.201 se 5.57 5,29 0 0 0 0t-G 2A-2orn 0.350 se 9.69 22,54 0 0 0 0
0.081 sw 2-24 Z34 0 0 0 0
G 2A-2om 0.w sw 9.69 22.54 0 0 0 0T=
12C-2sw
2A-2om 0.350 sw 9.69 22.54 0 0 0 0
2B-2fm 0.350 sw 9.69 22.95 0 0 0 0
1 3A-2ocs 0,201 sw 5.57 5'29 0 0 0 0t--D 11DO 0,390 sw 10.80 12.03 0 0 0 0
w 12C-2sw 0.081 nw 224 234 128 128 287 299
13A-2ocs 0201 nw 5.57 529 0 0 0 0t_G 2A-2om 0"350 nw 9.69 21.97 0 0 0 0
R 12B-0sw 0.097 269 1.75 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 230 230 166 325
F 20P-1 9c 0.0.50 1.39 0.72 0 0 0 0
F 22A-tol 0.989 27.40 0-00 0 0 0 0
6 c) AED excursion 191
Envelope loss/gain 919 1447
12 a) Infiltration 481 158
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 1 230
Appliances/other 600
Subtotal (lines 6 to 13) 1400 24351 1
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1400 2435
15 Duct loads 221/6 309/6 314 728
Total room load 17141 3163
Air required (cfm) I 1 1 87 139 1 1 1
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right-SulteO Universal 2018 18.0, 11 RSU23828
2018-Apr-03 17:37:19
Page 7
eDoralCGRW\Lot97KensingtonReserveDoralCGRW.rup Calc = MJ8 House faces: SW
Duct System Summary
Job: Lo*MensingtonReserv...
wrightsoft Date: 08/31/2016
Entire House By: imi
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM
Project Information
For: Ryan Homes
3822 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.201 in/100ft
1160 cfm
Cooling
O.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0201 in/100ft
1160 cfm
119 ft
I Supply Branch Detail Table
Name
Design
13tuh)
Htg
cfm}
ClgI (cfm)
Design
FR
Diarn
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
BATH1 c 689 27 30 0.304 4.0 Ox 0 VlFx 8.9 70,0
BDRM2 c 2280 86 100 0.288 7.0 Ox 0 VlFx 13.2 70.O
6DRM3 C 1182 38 52 0.308 7.0 Ox 0 VlFx 8.0 70.0
Great Room h 6942 352 264 0.226 10.0 Ox 0 VlFx 11.3 95.0 stl
Kitchen/Dining c 7300 297 321 0.222 9.0 Ox 0 VlFx 12.9 95.0 SO
LOFT/STAIRS h 2467 125 123 0.316 8.0 Ox 0 VlFx 6.0 70.0
Laundry c 900 6 40 0.328 4.O Ox 0 VlFx 3.2 70.0
Mwc h 273 14 10 0,279 4.0 Ox 0 VlFx 16.0 70.0
MWIC h 662 34 24 0.288 4.0 Ox 0 VlFx 13.5 70.0
Master BDRM c 3163 87 139 0.301 8.0 Ox 0 VlFx 9.7 70.0
Master Bath c 444 17 19 0.292 5.0 Ox 0 VlFx 12.1 70.0
PWDR h 1505
1
76
1
38
1
0.201
1
5.0
1
Ox 0 VlFx 24.2
1
95.0
1
stl
Supply Trunk Detail Table
Name
Trunk
Type
Htg
cfm)
Cig
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
SO Peak AVF 726 623 0.201 679 14.0 0 x 0 VinlFlx
wrightsoft,
2018-Apr-03 17:37:20
Right -Suited Universal 2018 18.0. 11 RSU23828 Page 1
ACA:o'k .,.veDoraiGGRW\Lot97KensingtonReserveDoralCGRW.rup Calc - MJ8 House faces: SW
I Return Branch Detail Table
Name
Grille
Size (in)
Htg
cf m)
Cig
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx
wriightsoft*
2018-Apr-03 17:37:20
Right-SuiteO Universal 2018 18,0, 11 RSU23828 Page 2
ACCk ...veDoralCGRW\Lot97KensingtonReserveDoralCGRW.rup Calc - MJ8 House faces: SW
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot97Kensington Reserve DoralCG RW Builder Name: Ryan Homes
Street: 3822 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed, a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa c as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind Uiping and widna
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
beWeen firg - Elpklar coyg[ platas and wall5 or pilings
Tln addition, inspection of log walls shall accordance with the provisions f ICC-400.
4/3/2018 5:47 PM EnergyGauget USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
3M-W 3051-641
4M
TRAW01
ECAREW CIEMP) 4'
bath duct xweIR-W 3'
bath duct 1ox61wc0d 10 ito roof cap to
roof cap 4'
A
w/
fan-light W/
fan X., . C. Nutone 763RLNB Nutone
696RNB UM
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1wcd
12x12 rag 11 1 12x6 1wcd 3 3.
0 TON W/5KW 2240V 1PH 140 1
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r-*
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plen
4' dryer
duct 22x14 rad to roof
cap H BEEIR 110M 3 platform by bldr w/
dryerventbox8x,i
scale 11/8'=1'0' 20x6 wall
rag 4' 3'
bath duct 16' BAT1
to roof cap 4, H VqrCall30
w/fan 8 8x4 1wcd
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NOTE TO BUILDER;
MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT
BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills
sized in compliance with Florida Residential
Building Code-M1602,4 balanced return air,
EXCEPTIONS 1-3
Must have a
minimum clearance of 4 Inches around the air handier per the State Energy code, All duct has an r=6 Insulation value, r s i
r
LLJ LLJ
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License 4
Name
Signature
A
Lw
X'), 049
6,,0r-
0-All,
ww
DESCRIPTION AS FURNISHED: Lot 97, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
eT 19-,- 245 RECORD COPY
Ok to construct single family home
with setbacks and impervious area
shown can plan.
LOT 98
WETLAND BUFFER
LOT 30
IV PALM HAMMOCK ALLOTMENT
00. PO 1, PGS 104-105
110- NOT INCLUDED
19 O 9 11
41-
3 WALK
D= 16'59'17"
R=95.00'
L=28.17'
P. C.
D =1 9*4e'51
R=95,00'
L=3,?. 69'
C=32.53'
CB=N 27*09'51 " W
LOT 96
CRA Irl EY _D 0 XA1 10 0/ P
50' PRIVATE RIW)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS -FURNISHED
FRONT = 25'
PER DRAINAGE PLANS AREA CALCULATIONSPLOTPLANA REAR = 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE - 1,8411 SQUARE FEET OR 22.6% SIDE 5' FOR 40' LOTS
SQUARE FEET
LOT GRADING TYPE A
LOT CONTAINS 8,148.1 SIDE 7,5' FOR 60' LOTS
9 LIVING AREA CONTAINS 1,214-t SQUARE FEET SIDE 10' FOR 75' LOTS
PROPOSED FINISH FLOOR PER PLANS 31 8 CONCILANAIIPORCH CONTAINS 627± SQUARE FEET SIDE STREET - 25'
CRUSEYVNEYER -SCOTT ASSOC, IAIC - LAND SURVEYORS
4CGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277--,3232 FAX (407)-658-14,36
PLAT PDA.. • POINT ON LINE
F • FIELD TYR, TYPICAL NOTES,
IRON PIPE PRZ. • POINT OF REVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OFis, R. IRON ROD P44, POINT OF COMPOUND CURVATURE pROFESSfOWL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STAtVLS
C,K CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
SET 1/2, [k •/NLB 4596 MR. NON -RADIAL
WPI WITNESS POINT J. THIS SURVEY WAS PREPARED MU TITLE INFORMATION FURNISHED TO ME SURVEYOR, THERE MAY BE OTHER RESTRICTIONS
REC, RECOVERED
P.U.B. a CALC. • CALCULATEDBE4`711
PERMANENT REFERENCE MONUMENTP.U.C.P201"NIT OFCOMMENCEMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. BEEN LOCATED UNLESS OWE4. NO UNDERGROUND IMPROVEMENTS HAVE RWISE SHOWN.
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,
NkD 'AIL , DISK B.S L, BUILDING SETBACK LINE
B.M. BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT OF USED TO RECONSTRUCT BOUNDARY ONES.
R/W • RIGHT-OF-WAY
ESHT, EASEMENT B.B. BASE DEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (R8.)
DRAM. DRAINAGE 8, ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED,
LTIL, • UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4596.
CL fc, CHAIN LINK FENCE
ID,FC WOOD FENCE
C/B CONCRETE RLOCY 30 DRAWN BY:
P.C.POINT OF CURVATURE
P.T. • POINT OF TANGENCY 6 CERTIFIED BY., DATE ORDER Na
DESC, DESCRIPTION
R RADIUS PLOT PLAN 03-16-2018 1552--18
L • ARC LENGTH
D • DELTA
C HURDCCHORDC 'R,• BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'nRM*
RL 4714
ZONE 'Y' MAP # 12117CO09OF (09-28-07)
Aml ROD
Z T R mtAS 50m E
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
co
PROJECT: KENSINGTON RESERVE
ram,
COUNTY: SEMINOLE5 r
LOT/BLK/MODEL: LOT:97 / MODEL:DORAL / ELEV:C / GAR R
JOB#: 71718
MASTER#: WRCDRCL
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.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCDRCL
Site Information:
Customer Info: RYAN HOMES Project Name:
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Lot/Block: Model: DORAL "C"
Address: Subdivision:
City: County: VARIES Stater FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Cade: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -81 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, i hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003,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 A0197839 A01 G 12/22/17 13 A0197851 CAPP 12/22/17 25 A0197863 FL06 12/22/17
2 A0197840 A02 12/22/17 14 A0197852 CJ2 12/22/17 26 A0197864 FL07GE 12/22/17
3 A0197841 A03 12/22/17 15 AO197853 CJ3 12/22/17 27 AO197865 FL08 12/22/17
4 A0197842 A04 12/22/171 16 A0197854 CJ3P 12/22/17 28 A0197866 FL10GE 12/22/17
5 A0197843 A05 12/22/17 17 A0197855 CJ5 12/22/17 29 A0197867 FL11 12/22/17
6 A0197844 A07G 12/22/17 18 A0197856 FG1C 12/22/17 30 A0197868 FL12G 12122/17
7 A0197845 B01GE 12/22/17 19 A0197857 FL01 12/22/17 31 A0197869 FL13G 12/22/17
8 A0197846 B02 12/22/17 20 A0197858 FL02 12/22/17 32 A0197870 FL14 12122/17
9 A0197847 B03 12/22/17 21 A0197859 FL03 12/22/17 33 A0197871 FL15 12/22/17
10 A0197848 C01GE 12/22/17 22 A0197860 FL04 12/22/17 34 A0197872 FL16GE 12/22/17
ill A0197849 CJ 12/22/17 23 A0197861 FL05 12/22/17 35 A0197873 HA 12/22/17
12 A0197850 CA 12/22/17 24 A0197862 FL05GE 12/22/17 36 A0197874 HJ4 12/22117
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 Ill
My license renewal date for the state of Florida is February 28,2019.
NOTE -The se* dh 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, perANSItTPI-1 Sec. 2.
The Truss Design Drawing(s)(rDD[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 Ili PE by [At 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 AA tthhengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDonlyr e T.
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
Page 1 of 2
Lumber design values are in accordance with ANSl/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCORCL
No. Seal # Truss Name Date
37 A0197875 HJ5P 12/22/17
38 A0197876 HJ7 12/22/17
39 A0197877 J4 12/22/17
40 A0197878 15P 12/22/17
41 A0197879 J7 ^ 12/22/17
42 A0197880 L01G 12/22/17
43 A0197881 L02 12/22/17
44 A0197882 M1G 12/22/17
45 A0197883 M2 12/22/17
46 A0197884 M3 12/22/17
47 A0197885 M3GE 12/22/17
48 A0197886 M4 12/22/17
49 A0197887 M5G 12/22/17
50 A0197888 M6 12/22/17
51 A0197889 MG7C 12/22/17
52 A0197890 VM3 12/22117
153 A0197891 VM5 12/22117
54 STDI-01 STD. DETAIL 12/22117
55 STDI-02 STD, DETAIL 12/22/17
56 STDI-03 STD, DETAIL 12/22/17
57 STDI-04 STD, DETAIL 12/22/17
58 STDI-05 STD, DETAIL 12/22/1]77
59 STDI-06 STD, DETAIL 12/22/17
60 STDI-07 STD. DETAIL 12/22/17
61 STDI-08 STD, DETAIL 12/22/17
62 STDL09 STD. DETAIL 12/22/17
63 STDL10 STD. DETAIL 12/22/17
64 STDLI 1 STD. DETAIL 12/22/17
65 STDL1 2 STD. DETAIL 12/22/17
66 STDL13 STD. DETAIL 12/22/17
67 STDL14 STD, DETAIL 12/22/17
168 1 STDL15 STD. DETAIL 12/22/17
69 1 STDL1 112/22/171
Page 2 of 2
Truss I Truss Type i Qty Ply RYAN HOMES I CORAL
A0197839
A01G I Hip Girder 11
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:09:59 2017 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-7Coa8BeTd7obubLwon?lyXql3XB9RLd3HRFitXy6Q46
rl 0-9 12-3-7
1 1 11
117-8-9 11 I'll 11 1 - - 23-0:0 30-0-0, " 1 -"
1-0-0 7-0-0 5-3-7 5 -5-3 5-3-7 7-0-0 1-0-0
Dead Load Defl, w 5/16 in
11
25 26
1.
27 11 28 — 29 30
4x8
2x4 I i 300 700 MT20HS:
3x6 2x4 11
4x8
MAKIN 17-8-9
LOADING (pso 1 SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud
TCLL 20.0 1 Plate Grip DOL 1.25 TC 0,67 Vert(LL) 0.2910-12 999 360
TCDL 10.0 1 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.5910-12 608 240
BCLL 0.0 Rep Stress Incr No WB 0.86 Horz(CT) 0.13 7 n/a n1a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.35 10-12 999 240
LUMBER -
TOP CHORD 2x4 SP M 31 *Except*
T2: 2x6 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F ZOE
WEBS 2x4 SP No3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-8-4 oc bracing,
mifek recommends that Stabilize - rs a
I
nrequired - d
I I - I -
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 2520/0-3-8 (min. 0-2-1)
7 2520/0-3-8 (min. 0-2-1)
Max Herz
2 59(LC 12)
Max Uplift
2 852(LC 4)
7 852(LC 5)
Max Grav
2 2520(LC 1)
7 2520(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5920/2011, 3-18=-7261/2555,
18-19=-7263/2556, 4-19=-7267/2557,
4-20=-7262/2553, 20-21 =-7262/2553,
21-22=-7262/2553, 5-22=-7262/2553,
5-23=-7275/2563, 23-24=-7271/2562,
6-24=-7269/2561, 6-7=-591912010
BOTCHORD
2-13=-1 766/5404, 13-25=- 1763/5368,
25-26=-1 763/5368, 12-26=-1 763/5368,
12-27=-2448f7270, 11-27=-2448/7270,
11-28=-2448/7270, 10-28=-2448/7270,
10-29=-1771/5367, 29-30=-1771/5367,
9-30=-1771/5367, 7-9=-1774/5403
WEBS
3-13=-741750, 3-12=-770/2254,
4-12=-768/501, 5-10=-7851503,
WEBS
3-13=-741750, 3-12=-770/2254,
4-12=-768/501, 5-10=-7851503,
6-10=-77812264, 6-9=-72/749
NOTES-
1) Unbalanced roof live loads have been considered
for this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf: BCDL=5.0psf; h=25ft
Cat. 11; Exp C; Encl., GCpi=0.18, MWIFIRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL= 1.60 plate grip DOL= 1.60
3) Provide adequate drainage to prevent water
pending.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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 100 lb uplift at
joint(s) except (jt=lb) 2=852, 7=852.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 219
In down and 246 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 In down and 139 lb up at
16-11-4. 123 lb down and 139 lb up at 18-11-4, and
123 lb down and 139 lb up at 20-11-4, and 219 lb
down and 246 lb up at 23-0-0 on top chord, and 412
lb down and 111 lb up at 7-0-0, 88 lb down at 9-0-12,
881bdown at 11-0-12, 88 lb down at 13-0-12,881b dawn
at 15-0-0,881bdown at 16-11-4, 88 lb down at 18-11-
4. and 88 lb down at 20-11-4, and 412 lb down and 111
lb up at 22-114 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others. PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 173
lb FT = 0% 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 (
pit) Vert: 1-
3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (
lb) Vert: 3=-
172(F) 6=-1 72(F) 11 =-71(F) 13=-412(F) 9=-412(F)
18=- 1 23(F) 19=- 1 23(F) 20=-1 23(F) 21 =-I 23(
F) 22=-1 23(F) 23=-1 23(F) 24=-123(F) 25=-71 (F) 26=-
71 (F) 27=-7 1 (F) 28=-71 (F) 29=-71 (F) 30=-71(F) k'
Tax" onqpw t-
V,4k to.—Sk . ... . ... 30'' 04-a st" TO ate B1141 'W- " t, 1W
V'sW' 1i' 0 14 f1*0.0 Mt r v t*",# 10 W, W 1 t Anlftny T, I mb,,) :11, ,E, 0'"W" .180083 It'l
Oe- V We-"
OUT 1011-11 4451 St, Lune blvd, Wt"y' vcw Of To
rort 'XeTce, FL 34946 WhODY1,1000111,1`1 hp.
40(tto uhh" it ptit4ded acul the -neft pewwok hom A I Real Atttmn!L64.111jl, 41 "1",— -"1 "'n"' "I ", "i", "
Job Truss I Truss type Qty- i Plyj RYAN Hbw/ bbk,,kCIWRCCIRCLIA02IHip21 A0197840
b Reference n [Jo Re, ren (optional)
if-Trus-ses,- Fort Pierce, FL 34946, design@altrLiss.corn Run: 8-120-s N-ov-12 2-017 Print: 8.120 s Nov 12 2617 MiTek Industries, Inc. Fri Dec 22 13:10:00 201Y Page I
1-0 9-0-0 ID:tdgFhviEVYsgU3b--iPYJ3cyuE5n-bOMyMXf5ORwSWkw6MUWGVkN8GxTAAyGDW5_,HP--y6Q45
3 -- , - '' '—, - - I I I - - -1 1
1-
0-0
1 — 11 11 11-11 1 1 1 1 m-0-0 -? 1-99-0-0 1 - - - -
6-0---0-- ?61 9-0-0 1 -01F1-0- 15-0-0
4x8
1.5x4 11 4x8
Dead Load Defl. '- 1/4 in
4x4 -- 1.5x4 11 5x8 - 1.5x4 11 4x4 ,
9-0 - -0 21-0-0 30-0-0
9-10-10111111 6-6-0
Plate Offsets(Xy)—j1p- 2 1 -0,9-2-01 -4-00-3-91
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 8-16 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,65 Vert(CT) 0.44 8-16 812 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0,08 6 We n/a
BCDL 10.0 Code FBC2017ITP12014 j Matrix MS Wind(LL) 0.29 8-16 999 240 Weight: 130 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
Mifek recommends that'Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 126010-3-8 (min. 0-1-8)
6 1260/0-3-8 (min, 0-1-8)
Max Harz
2 74(LC 16)
Max Uplift
2 357(LC 8)
6 357(LC 9)
Max Grav
2 1260(LC 1)
6 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
wherishown.
TOP CHORD
2-3=-2355/1547, 3-4=-2394/1722,
4-5=-2394/1722, 5-6=-235511547
BOT CHORD
2-1 0=-1 22112086, 9-1 0=- 1221/2095,
8-9=-1 227/2095, 6-8=- 1226/2086
WEBS
3-1 0=- 11/364, 3-9=-2181518,
4-9=-372/342, 5-9=-218/518, 5-8=-1 1/364
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=l .60
3) Provide adequate drainage to prevent water
pending,
4) Plates chocked 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 100 lb uplift at
joint(s) except (jt=lb) 2=357, 6=357,
LOAD CASE(S)
Standard
Arithony'l. Tombo IF, P E. lloqv"' a,* 711014r, IWO -0* T"u,
IP 1 80083
iqOm kc 0".." tirw "'. ."of ij ell W"—o'.1 to, lnu tt"et tof.. to ICT rt ItAwof 4ngro at4451 St, Lucie Blvd, 4juilm
0 2016 it I Roof New Arah"V1.1440111.1"l, Rp'.40clion of Rn Immm"n.fty folov 1S proMited willoot the Wow Pofmmloq hom A'I Roof Im- o(t Pierce, FL 34946
A03 Hip 12 1 1
A0197841
truss.corn 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:01 2017
ID:tdgFlivjEVYsgU3bjPYJ3cyuE5n-3bwKZtfl9k2J8uVJwB1V1ywL1 Lp6vP6MIikqx
19-0-0 23-1-15 30-0-0 31-0-
4x4 :
Dead Load Deft. = 3/8 in
4x8
4 11
4
4x4
3A
3x6 3x4 4x4
11-0-0
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.O Plate Grip DOL 251.25 i TC 0.77 Vert(LL) 031 9-17 999 360
TCDL 10.0 Lumber DOL 1,25 i BC 0.67 Vert(CT) 0.69 9-17 525 240
BCL,L 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 j Matrix -MS Wind(LL) 0.22 9-17 999 240
LUMBER -
TOP CHORD 2x4 SIP NO,2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS
1 Row at midpt 5-11
MiT4 -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)
7 1260/0-3-8 (min, 0-1-8)
Max Horz
2 89(LC 16)
Max Uplift
2 = 340(LC 12)
7 340(LC 13)
Max Grav
2 = 1260(LC 1)
7 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2434/1731, 3-4=-206911465,
4-5=-1871/1415, 5-6=-206911465,
6-7=-2434/1731
BOT CHORD
2-11=-1437/2210, 10-11=-1035/1870,
9-10=-1035/1870,7-9=-1445/2210
WEBS
3-11=-418/492,4-11=-185/495,
5-9=-186/495, 6-9=-419/492
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasc1=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) 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 100 lb uplift at
joint(s) except (jt=lb) 2=340, 7=340.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 136 lb FT = 0%
90,,s6 etsr G10 arie TDO wt
I — '- 'i Aonthony 1. Tombo :11, P.F.
Z
4-1 A,r 1 W*4 0 N D— 1. 0—', o*'*'P*' t. mm Dt", . N w. A'u K I, V .4 F. wo t.4"q W, .4 14 1 'k qr— 0 WNW . 4JA canes.,, 0" A." -er Voo. W W— 'at '"'-0z 80083 412.
ks>,2at,r,immwpA".4pto""O'wloq(."w4,ft-.M t(5 Po"w t,,I IMA(.,-..e*., p=PA.r W,r. 4451 St. Wde Blvd, 0—
dd." h" iy di We, -40 10 N'.P ICT P, Woj 6"J. . N!, S— iq— r f ""I W'WW'4 *,., ., . jd'A'a 'In I FA Pierce, FL 34446 Rep,
444ciop of 14" d"mrG'.0 GAY proh'bded .4hout the -"eft pvwsvo I'm A-1 RW firm" t
Job Ply I RYAN HOM
A04 j Hip
I
A0197842
di
I , ", , 11 '1 1 11 1 1 - - "I,,-" , I _I , ,, _ _, ] , , _, 1Jqb_R9feren-(qpti9naI) 111 - - , I ............
isses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13-10:01 20171 Page 1
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-3bwKZtfl9k2J8uVJwB1V1ywLVLm8vJFMI]kqxQy6Q44
7-7-12 9-979 —
46-6 5-4-4 7-7-12 1 -'OV
3x4
4x4
4x4
1,3 11 Z 10 4
1 5x4 11 3x4
3X6
3X4 1 5x4 11
7-7-12 13-0-0 17-0-0 22-4-4
7-7-12 5-44 4-0-0- 5-4-4
LOADING (PSO SPACING- 2-0-0 CSV DEFL. in loc) I/defl Ud
TCLL 20,0 Plate Grip DOL 1,25 TC 0.811 Vert(LL) 0,24 9-10 999 360 TCDL
10.0 Lumber DOL 1,25 BC 0.86 Vert(CT) 0.37 9-10 977 240 BCLIL
0.0 Rep Stress Incr YES WIB 0,60 Horz(CT) 0.10 7 n1a n1a BCDL
10.0 Code FBC2017ITP12 Matrix -MS Wind(LL) 0.20 12-13 999 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-4-A oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 4-5-11 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) 7
1260/0-3-8 (min, 0-1-8) Max
Harz 2 =
104(LC 12) Max
Uplift 2
359(LC 12) 7
359(LC 13) Max
Grav 2
1260(LC 1) 7 =
1260(LC 1) FORCES. (
lb) Max.
Comp,/Max, Ten, - All forces 250 (lb) or less except when
shown. TOR
CHORD 2-
3=-2485/1717, 3-4=-1828/1366, 4-
5=-1626/1325, 5-6=-1828/1366, 6-
7=-2485/1717 BOT
CHORD 2-
13=-1413/2229, 12-13=-1413/2229, 11 -
1 2=-882/1626, 10-11 =-882/1626, 9-
10=-142112229, 7-9=-1421/2229 WEBS
3-
13=0/296, 3-12=-777/633, 4-
12=-266/447, 5-10=-266/447, 6-
10=-777/633, 6-9=0/296 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone, cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1,60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water 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 ho"
om chord and any other members, with BCDL 10.
Opsf. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Ot=lb) 2=359, 7=359, LOAD
CASE(S) Standard
Dead
Load Dell. ® 3/16 in 3x4
PLATES
GRIP MT20
244/190 Weight:
138 lb FT = 0% I
0'
e'qN'.o4 1',4'400 Aoloo .0, W. Ili I Anthony T. rombo Al, P.E. 0 1.1on 0 r'0.. N1*1 r.*q h j.' e N Ww 0 N III '. V * 3, 4", i,.4e; * .0roll 1*11W .
0 MrV-1 Teilhat, 0 *W Io 14 WA —'-0 pnom-, 4451 St. Tune Blvd. j\ (1101py"Itht K) 7016 A I toot Imm tep(Ioeofio. of Ihs hwvt.I,.o Gay Ione, " litolobdod Withov the .1men pnmiwo. ho. k I tool tm'tl Who, 1, Tomb 111, PA. Fort Pierce,
R, 34946
WRCDRCL' A05 Common 5 1
A0197843
Pierce, FL 34946,design@a1truss.com
ii-O 7-9-14
1-01 7-9-14
is
Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
10:tdgFhviEVYsgU3b_jPYJ3cyuE5n-XnTinDgLw2AA124VU
15-0-0 22-2-2 30-0-0
5,00 i 12
4x6
3x44x6 3x4 3x4
3x4
LOADING (pso j SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.3910-12 932 360
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0,63 10-12 570 240
BCLL O.O Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 i Matnx-MS i Wind(LL) 0.23 10-18 999 240
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP M 30
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-9-14 oc bracing.
1--MiTek-re-commen-cis that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation _guide.
REACTIONS. (lb/size)
2 = 126010-3-8 (min. 0-1-8)
8 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 118(LC 12)
Max Uplift
2 375(LC 12)
8 375(LC 13)
Max Grav
2 1260(LC 1)
8 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2440/1750, 3-4=-2227/1669,
4-5=-2133/1694. 5-6=-2133/1694,
6-7=-2227/1669, 7-8=-2440/1750
BOT CHORD
2-12=-1448/2207, 12-19=-781/1435,
11-19=-781/1435, 11-20=-781/1435,
10-20=-781/1435, 8-10=-1455/2208
WEBS
5-10=-569/843, 7-10=-479/601,
5-12=-569/843, 3-12=-4791601
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft;
Cat, 11; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DQL=1.60 plate grip DQL=1.60
3) Plates chocked 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, with BCDL
10.opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=375, 8=375,
LOAD CASE(S)
Standard
Dead Load Defl. = 114 in
tq
PLATES GRIP
MT20 244/190
Weight: 131 In FT = 0%
111 Z"W. rib Air r"A 1. N, TOO it A'" is i 1w 0"s" felf- .0 . W looses 40flqr—oer-fiotnwsoosos""*"` Antimy T. Toinbo, 11:, Pt.. z 80083
1'4-
r 3"Jw . Qw- P — 'v to, 10 .4 1. pm- W;.tm- oti, 1.144 (wtw Ar, Iss—e. X f.N,w 4 111 W sl(A ' *..'o V f— P4., It I W., so, 7"".0m, W 0." 0 U I", U"F ip- .4 1 4451 lit. Jude Blvd. vo,t
D?knce, FL 34946 Ao1hQi,yI'
IrMh.III,PJ. of If,, dostimmord,m opy form, k prohibited withoirubt Wfifieg isomi4o from A I Roof lwse' Zh
Type
WRCDRCL IA07G I Roof Special Girder
RY
A0197844
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: kQ6 s Nciv-1-2 2-017'-M-i-T'e'k-'In"d-ustr-ies, Inc. F
I
r - i
I
De - c
1
22 13:1 - 0
1
03 - 2017
1
P
1.
age
1
1
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-?z15-zhzhMl1NCeh1G4z6N?e?8UAN7efC3DxOly6Q42
ri-o- 6-1-10 10-8-0 _14-47P 18-8-0 23-G-0 30-9-0 -_ _ 1 0
4-6-6 3-8-0 4-4-0 4-4-6- 7-6-0 V
4x4 Dead Load Deft, Y 5116 in
11 10
3X8 5x10 MT20HS
3x4 3x6 11 4x10
U4
107870 14-4-0 18-8-0 23-0-0
10-8-0 3-8.0 4-4-0 44-0
Plate Offsets (XY [2:0-3-0 0-1-11], [7:0-2-8,0-2-41, [810-5-0,0-1-111, 10:0-4--8,0-1-8
LOADING (psf) SPACING- 2 CS1. DEFL. in (loc) I/defl Lid
TCLL 20,0 Plate Grip DOL 10 05 TC 1.00 Vert(LL) 0,3211-13 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0,6311-13 569 240
BCLL 0,0 Rep Stress Incr NO WB 0,93 Horz(CT) 0.12 8 n/a n/a
BCDL mo Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.36 11-13 999 240
LUMBER -
TOP CHORD 2x4 SP No,2 *Except*
T4: 2x4 SP M 31
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied,
BOTCHORD
Rigid ceiling directly applied or 7-3-3 oc bracing.
WEBS
1 Row at midpt 5-14
Mife-k recommends that Stabilizers and required
Gross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
2 1791/0-3-8 (min. 0-1-8)
8 2682/0-7-4 (min. 0-24)
Max Herz
2 86(LC 9)
Max Uplift
2 536(LC 8)
8 924(LC 9)
Max Grav
2 1791(LC 1)
8 2682(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3914/1188, 3-4=-3555/1109,
4-5=-3529/1097, 5-6=-5674/1881,
6-7=-647612212, 7-8=-6394/2181
BOT CHORD
2-14=-1084/3581, 13-14=-1716/5656,
12-13=-2054/6476, 11-12=-2054/6476,
11-19=-1922/5913, 10-19=-192215913,
8-10=-1900/5832
WEBS
3-14=408/303, 4-14=-720/2430,
5-14=-3088/1146, 5-13=-237/447,
6-13=-1094/527, 6-11 =-385/492, 7-
11 =-321/675, 7-1 0=-428/1597 NOTES-
1)
Unbalanced roof live loads have been considered for
this design, 2)
Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=
1 16mph TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=O, 18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
4)
All plates are MT20 plates unless otherwise indicated.
5)
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 100 In uplift at joint(
s) except (jt=lb) 2=536, 8=924. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 269 lb
down and 246 lb up at 23-0-0 on top chord, and 1368
lb down and 488 lb tip at 21-4-12, and 412 lb down
and 111 lb up at 22-11 A 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:
1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated
Loads (lb) Vert:
7=-172(B) 10=Al2(B) 19=-1368(B) PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
166 lb FT = 0% W-
4 M.0 N % I INWKS 1*50ir{ 034, RMS & C*WICIS 0MAINIT;V0141 ENO' 1- 2 iwl 11 (ml, ei,-11 'lilt I" W, 7,
t", tu"r-, 44, -l", An'hony T. Tcmbo 117, P. kw* .,
q, lum". W 0-1m, •."Wl A 80083 01* 100 'At. jm,. * r4q., 0'" 1" [W#" wo, Wioiim: IM W 3n .. -0-A* _v li,;
4451 St, Lucie Blvd, A40Q0YIA4Mb0III,
P1 Fott
P*ce, R 34946
Job Truss Truss Type I Qty Ply RYANHOMESIDORAL
WRCDRCL' B01GE KINGPOST i 1 1 JA0197845
Al
Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek industries, Inc, Fri Dec 22 13:10:04 2017 Page 1 ID:
tdgFhvjEVYsgU3b_jPYJ3cyuE5n-UAbTCvibSfQu?MDubKbCfaYzwYxg6jEoRiyUYly6Q41 1-
0- 5-7-1 10-8-0 21-4-0 22-4- 1-
0-01 5-7-1 5-0-115 10-8-0 1-0-0 4x4
3X4
U4 17
16 15 14 7x6
5-
7-1 21-4-0 5-
7-1 15-8-15 Plate-
Offsets (X-, Y-)--P:0-1-4-,O--1-81,[17:0-3-0,0-3-01 LOADING (
pso SPACING- 2-0-0 CS1, DEFL. in (loc) Well L/d TCLL
20.0 Plate Grip DOL 1.25 i TC 0.35 Vert(LL) 0,0318-23 999 360 TCDL
10,0 Lumber DOL 1.25 1 BC 0.29 Vert(CT) 0,0618-23 999 240 BCLL
0,0 Rep Stress Incr YES I W'B 0133 Horz(CT) 0.01 17 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 18-23 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4SPNo,2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly appioad or 6-0-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing, Except:
10-
0-0 oc bracing: 2-18,17-18. JOINTS
1
Brace at Jt(s): 19 MiT--
ek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS.
All bearings 10-9-8 except (jt=length) 2=
0-3-8. lb) -
Max Herz 2= -
86(LC 13) Max
Uplift All
uplift 100 lb or less at joint(s) 16,
15, 14, 13, 11 except 2=-148(LC 12), 17=-
186(LC 12) Max
Grav All
reactions 250 lb or less at joint(s) 16,
15, 14, 13, 11, 11 except 2=
417(LC 1), 17=661(LC 1) FORCES. (
1h) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-463/391 BOTCHORID
2-
18=-216/396, 17-18=-216/396, 16-
17=-190/282, 15-16=-190/282, 14-
15=-190/282,13-14=-190/282, 11-
13=-1901282 WEBS
3-
20=-609/537, 19-20=-595/522, 17-
19=-6401571, 6-17=-270/121 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10 ' Vult= 1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWIFIRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
All plates are 1.5x4 MT20 unless otherwise indicated.
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 100 lb uplift at joint(
s) 16, 15, 14, 13, 11, 11 except (jt=lb) 2=1 48, 17=
186. LOAD
CASES) Standard
11
127
13
PLATES
GRIP MT20
244/190 Weight:
105 lb FT = 0% Anthony
T, Tornb3 1E, PC V'4"— %—M W' &r 0 #".It mw':N t
8008) 4451
S1, Woe NA Py'
jw 7016A I R.01 1"wi 04D" I lombeill PJ I k.oflww WhoyT lo.W111 P.E.Zt
Job 'Truss Truss Type Qty Ply RYAN HOMES / DORAL
WRCDRC'L 802 Common 1 I
A0197846lJobReference (optional) At
Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run 8,126 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:04 2011 Page ID:
tdgFhviEVYsgU3b,_jPYJ3cyuF-5n-UAbTCvibSfQu?MDubKbCfaYw3YsT6kGoRiyUYIy6Q4 1-
0-0, 6-2-11 10-8-0 15-1-5 21-4-0 2-4- 1-
0-0, 6-2-11 4-5-5 6-2-11 1-0-0 4x4
Dead
Load Dell, = 1/4 in 3x4 --
5X8 3x4 LOADING (
psf) SPACING- 2-0-0 i CSI. DEFL. in loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 i TC 0.53 Vert(LL) 0.18 8-14 999 360 TCOL
10.0 Lumber DOL 1.25 i BC 0,63 Vert(CT) 0.41 8-14 631 240 BCLL
0.0 Rep Stress Incr YES W13 0.26 Horz(CT) 0.04 6 n/a n/a BCOL
10.0 Code FBC2017rTP12014 Matrix -MS I Wind(
LL) 0- 12 8-14 999 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-11-2 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 7-3-6 oc bracing. mif
ek recommends that Stabilizers and required, cross
bracing be installed during truss erection, fn accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
913/0-3-8 (min. 0-1-8) 6
913/0-3-8 (min. 0-1-8) Max
Herz 2
86(LC 16) Max
Uplift 2
275(LC 12) 6 =
275(LC 13) Max
Grav 2
913(LC 1) 6
913(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=- 1618/1203, 3-4=- 1228/895, 4-
5=-1228/895, 5-6=-1618/1203 BOT
CHORD 2-
8=-96611463, 6-8=-972/1463 WEBS
4-
8=-423/684, 5-8=-457/525, 3-
8=-457/525 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7- 10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat,
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1 .60 plate grip DOL=1.60 3)
Plates checked for a plus or minus 0 degree rotation
about its center, 4)
This truss has been designed for a 1 O.O psf bottom chord
live load nonconcurrent with any other live loads.
5) *
This truss has been designed for a live load of 20,
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except (jt=lb) 2=275, 6=275, LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
91 lb FT = 0% 41
W4r
bur W bl, N" ),:f N,.Ajwl W N A0W, I I" 'j" t t to- 4w, -q,4 u0,"'., 30Iu In f 1—
hu" fvr Lp—;, Vw W Ww.rf, Www, 0 t" " N 1Oft'.f4 IUD .4 4. IN 1 144"r "" mftw, Anttlony T. Tomho 111, P1 Z
W83 4n
F rweg msn MCm ce'm. ft aNswam aloe tElR fell kN:.»f prk6arxnl kiRf{[ealaxq Seat G;k NdIM'R(4 tkiNaAtrt ep aW SNA ncr4aeant&t pfncxx! IDlp'pf{fiz nsfannrrnl,aa4n,rsrtfnfs (Raprc ,.es ktugem affimc pmufa n ttn 4451 St, Luck, Blvd, Fo,
t 'Xet(e, R 34946 houtra,
upoov tbm,,sfo*loIt4 withoot ht wiflo. poumiwohomlf I Roof 4"In
Job I I russ I I russ Type
WRCDRCL' !B03 jCommon A0197847
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Row 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:05 2017 Page 1
ID:tdgFhviEVYsgU3bjPYJ3cyuE5n-yM9rPFjDDzYlcWo4916RBo45dyCgrBUygMi24By6Q40
1-0-0 6-2-11 10-8-0 15-1-5 21-4-0
1-0-01 -2 1 1 1-1 1 1 - 1 61 6 -
11 4-5-5 4-5-5 -2-11 4x4
4x4
5x8
21
is
LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1,25 TC 0.54 V.,t(LL) 0.18 7-10 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0,41 7-10 624 240 BCLL
0,0 Rep Stress Incr YES WB O.26 Ho,,(CT) 0.04 6 n/. 1. BCDL
10,0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.13 7-10 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 3-10-3 oc purlins. BOT
CHORD
Rigid ceiling
directly applied or 7-1-5 oc bracing. Mifek recommends
that 11 Stabilizers -
and
required cross bracing
be installed during truss erection, in i, accordance
with., Stabilizer Installation guide, REACTIONS. (lb/
size) 6 = 852/
Mechanical 2 915/
0-3-8 (min. 0-1-8) Max Herz
2 95(
LC 12) Max Uplift
6 246(
LC 13) 2 = 275(
LC 12) Max Grav
6 852(
LC 1) 2 915(
LC 1) FORCES. (lb)
Max, Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
1622/1212, 3-4=-1232/904, 4-5=-
1233/905,5-6=-162611217 BOT CHORD
2-7=-
1007/1467, 6-7=- 10 13/1472 WEBS 4-
7=-
433/689, 5-7=-463/531, 3-7=-
457/524 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=1
16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=25ft; Cat. 11;
Exp C; Encl., GCpi=O . 18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Plates
chocked 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 20.0psf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 6) Refer
to girder(s) for truss to truss connections, 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except Ot=lb) 6=246, 2=275. LOAD CASE(
S) Standard Dead
Load
Deft, = 1/4 in 4x4 PLATES
GRIP
MT20 244/
190 Weight: 89
lb FT = 0% W"" i"
W.Nlftw,ww— A—ft "
q ka Im m! uiv— Anthony1, lombo 1 [7, I> E 140 4 I'd I.Al V, % ON,; Oww 80083
44-51 St,
Luoe 111A Fo, Pwtce, R
34940 k0oll IM4a iIIJ1
KPckl-Oth,,d Wl mow farm, i, ;Oh WH a -*.I the —". P'.mm" I1QM k 19001 lww Affthogy t 1-ho Ili P I
WRCDRCL IC01GE !Common Supported Gable
RYAN HOMES/ DORAL
I Pierce, FL 34946, design(a,)a 1 truss.com Run: 8.120s Nov 12 2011 Print: 8.120s Nov 12 2011 MiTek Industries, Inc, Fri Dec 2213:1
ID:tdgFlivjEVYsgU3b.jPYJ3cyuESn-QYjDcajs_HgcEfNGjldgk?dMbMfS<
10-10-0 11-10-0
100 5-5-0 5-51 0 -0-0 U4
4X4
4
41-
5,00 112 1,5x4 11 3
TI
ST2 T1 STI
11. 6
7
10
9 8 1.
5x4 !I 1.5x4 11 1.5x4 !I 3x4
LOADING (
psf) SPACING- 2-0-0 I CSL DEFL. in loc) Well Lld TCLL
20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 7 n/r 90 TCDL
10.0 Lumber DOL 1.25 BC O 08 Vert(CT) 0.00 7 n/r 80 BCLL
0,0 Rep Stress Incr YES WB 009 Horz(CT) 0.00 6 n/a n/a BCDL
10.0 Code FBC2017rTP12014 I Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SIP No,2 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc, pudins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek -
recommends that StabilizersI - and "I
requiredI
cross
bracing be installed during truss erection, in accordance
with l'
Stabilizer lInstallation guide. 1 REACTIONS.
All bearings 10-10-101. 1h) -
Max Horz 2=
48(LC 12) Max
Uplift All
uplift 100 lb or less at joint(s) 2, 6
except 1 0=- 1 22(LC 12), 8=-1 22(LC 13) Max
Grav All
reactions 250 lb or less at joint(s) 2.
6, 9 except 1 0=270(LC 23), 8=
270(LC 24) FORCES. (
lb) Max.
Comp./Max, Ten, - All forces 250 (lb) or less except when
shown. WEBS
3-
10=-194/294, 5-8=-194/294 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1
16mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11;
Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-
C Extenor(2) zone; cantilever left and right exposed; end
vertical left exposed C-C for members and forces &
MWIFIRS for reactions shown, Lumber DOL=1.
60 plate grip DOL=1.60 3) Truss
designed for wind loads in the plane of the truss only.
For studs exposed to wind (normal to the face). see
Standard Industry Gable End Details as applicable, or
consult qualified building designer as per ANSIfTP1 1,
4) Plates
checked for a plus or minus 0 degree rotation about its
center. 5) Gable
requires continuous bottom chord bearing. 6) Gable
studs spaced at 2-0-0 oc. 7) This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads. 8) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 9) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
2, 6 except Ot=lb) I 0=1 22, 8=1 22, LOAD CASE(
S) Standard PLATES
GRIP
MT20 2441190
A0197848 6
2017
Paue 1 Weight: 44
lb FT = 0% An' thony
1. Tombo 111, P.F. 80083 4
V*.'>
xea*yt. n Vf-0 p,a ' M 4451 St, Lucie- Plvd, sae+axtre 4.
0 Aah.011 IQMWRPA
I
WRCDRCL* ci Jack -Open Supported Gable 1 1
A0197849 LbRefelrence(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:07 2617 Page I
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-ukHbqwkUlaoTspySGS8vHDAW91?eJ94F7gB994y6Q4_
1-0-12 0-8-14
1-0-12 0-8-14
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1,25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-8-14 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Tek recommends- that Stabilizers and required I
cross bracing be installed during truss erection, in
accordance with 'Stabilizer Installation guide.
REACTIONS. (lb/size)
6 179/0-7-0 (min. 0-1-8)
5 = 61Mechanical
3 = 58/Mechanical
Max Horz
6 44(LC 12)
Max Uplift
5 = 41 (LC 12)
3 58(LC 1)
Max Grav
6 = 179(LC 1)
5 17(LC 10)
3 10(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= I 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf ' h=15ft;
Cat, 11; Exp C; Encl.,GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed:C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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.
0-8-14
b-8_14
CSh DEFL. in I oc) I/defl L/d PLATES GRIP
TC 0.25 Vert(LL) ODO 6 999 240 MT20 244/190
BC 0.09 Vert(CT) 0,00 6 999 180
WEI 0.00 Horz(CT) -0.00 3 n/a n/a
Matrix-R Weight: 6 lb FT = 0%
J,
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
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 chord and any other members.
8) Refer to girder(s) for truss to truss connections,
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 1
LOAD CASE(S)
Standard
e5 It- U,,q. [W.n ii, SW'0, itp_: 1, .0 . W, 100"Pow, -tw- ON I'M gul-, N,a,* ft I'm. In I Anthony 1, Tombu !I?, ;r F
I-V 1,4: mo, k,*q, W nt 0 47 KM
4451 SC Lucie Blvd,
0m, o"'I, fq— C., 04 Fort Pie,ce, FL 34946
1
11 1 1 ',-
Job Truss Truss Type Qty jPIy__ _kYANHows/bORAL
A01
1
9 - 7
11
85
1
0WRCDRCL Cji Corner Jack 6 1
1 , " , ", , -, " , I Job Referen (optional)
ILA 7 Print: 8,120 s Nov-12 M1 7 MiTek Industries, Inc. Fri Dec 22 13:10:08 2017 Page
i - i, i Referencece'
Al Roof Trusses, Fort Pierce, FL 34946, design cc truss.com Run: I 126 S Nov 12 201
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-Mxr-lGl6WuwKTzXfqAf8pQijm9M?2cKOMKwigWy6Q
i. -1-0-0
1-0-0 0-11-11
2x4
0-11-11
LOADING (pso SPACING- 2-0-0 CSI DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 j Plate Grip DOL 1,25 TC Q.10 Vert(LL) 0,00 5 999 240 MT20 2441190
TCDI_ 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10,0 i Code FBC2017rTP12014 Matrix -MP Weight: 5 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 0-11-11 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing,
MITek -recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
3 8/Mechanical
2 = 130/0-7-4 (min. 0-1-8)
4 = I/Mechanical
Max Horz
2 = 38(LC 8)
Max Uplift
3 5(LC 12)
2 = 82(LC 8)
4 = 1(LC 1)
Max Grav
3 8(LC 22)
2 130(LC 1)
4 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL-1.60 plate grip DOL=1.60
2) 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 100 lb uplift at
joint(s) 3, 2, 4.
LOAD CASE(S)
Standard
I , SurrucM ifw & oADatcm itTj*,,lAvr: v1A Kj1K*`r loll 11.4 A,,," 1-01" .4 WWII I "tiv W. , 'i, Iwililt'
ww"'t N F*,.Near: ar: '.1 rt'w*w * 14 inr n U;.,* Im, twlil t, * 1* *' 4.141 N t.pm 1.. 40,4Wm- mw" Antfi ny T. (^mbc, 711, PF 4 .' re2zG.x4p. t011 taw erp.uNlnr 0 rit 3— r. C.xi s. r,nrrewunrNW4acre.'..t*:Mw 0 IV W., 1, t we rl, 1 '4 W-f WK W' WO 0 M, T"", wM4 Wto, _q, orMiarw W 4il"? M, 0 O
D" fr-, , V k A.4,4 4"M S'to 4e . WAq A _ li (Od . Ill 1 4451 St, tmoe Blvd, ZE N(oll 0
701t A I toot I'Vsm Apilialty 1, 10mbe III PJ' .11hooltht linveli lib pelmi"i0mAI RRO(I'mill Aothoyl' 10MIA0111, N. RA P
efce. FL 34946
Jabb Truss 1 Truss Type Oty ! [Fily kYm H-0-MES/ D-OR-AL
JWCDRCL' ICAP Corner Jack 4 A0197851
i - --- ---- -
J _jJob Reference (optional)At
Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:08 2017 Page 1 ID:
tdgFhviEVYsgU3b_jPYJ3cyuE5n-Mxr-1G16WuwKTzXfqAf8pQijw9M12cKOMKwigWy6Q3z 1-
0-0 0-11-11 rp
IQ2X4
0-
1111-11 0-
11- 1 -1 LOADING (
psf) SPACING- 2-00 CS1. DEFL. in loc) Ildefl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 115 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL
100 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL
0.0 Rep Stress tncr YES WEI 0.00 Horz(CT) 0,00 4 n/a n/al BCDL
10.0 Code FBC2017fTP12014 i Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT -- 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP N0.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 0-11-11 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, "I REACTIONS. (
lb/size) 3
8/Mechanical 2
130/0-7-4 (min. 0-1-8) 4
I/Mechanical Max
Horz 2 =
35(LC 8) Max
Uplift 3
4(LC 12) 2
71 (LC 8) 4
1(LC 1) Max
Grav 3
8(LC 3) 2
130(C 1) 4 =
13(LC 8) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except whenshown.
NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 1 5ft; Cat.
ll; Exp C; EncL, GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed, porch left exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=11,60 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 nonconcturrent 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,Afide 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 100 lb uplift at joint(
s) 3, 2, 4, LOAD
CASE(S) Standard
ON .
1—N "'Fia,4114f wq 0"'r #N,", OpUM 100 *.k1k, 14 HsPa-p,. OeO.;,"Onw '-*WArithany T. Tcombo IT, PL, 80083 ik im Aa p+
rw[
ee'rlw.k: axs o-e eeuma tOP al is pxtue: xM rxlga alai IlMyC area Ntm l$A9w t(3; Ma kS Fr[§eel A(Fae-n eaab mataMsx mia atar apnxiauns a£4rs:'a.ts,Rnprcr less kxgxtyiaa all.: ka a,nme,. axis 4451 St. Lucie Blvd, Fort Pierce. FL 34046 opylillito
2016A 16411Anihapyl, Ineebb III,
PJ,pui6a to ion of to's imintra... any 10,va"I PO'Nied ctfical the ."Pm en pewiai hw A-1 Real TrowtAth.60.1-WILPA Zi 'asses ,
WRCDRCL ICJ2 I Corner Jack
A0197852
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:09 20171 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-q7PMFcmklIC2B576rOtANMeFqPZgen3aXb._gFCyy6Q3y
1-0-12 2-8-9
2x4 11
LOADING (pso I SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0
1 Plate Grip DOL 1.25 TC 0,30 ii LLVert() 001 45 999 240 MT20 244/190I
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 4-5 999 240
BCLL 0,0 Rep Stress Incr YES i WB 0.00 Horz(CT) 0.02 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
5 = 190/0-7-4 (min. 0-1-8)
3 59/Mechanical
4 = 24/Mechanical
Max Herz
5 73(LC 9)
Max Uplift
5 91(LC 8)
3 52(LC 12)
4 37(LC 9)
Max Grav
5 = 190(LC 1)
3 = 59(LC 1)
4 47(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1h) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat, 11; Exp C; EncL, GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL= 1 .60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 pst 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 100 lb uplift at
joint(s) 5, 3, xL
LOAD CASE(S)
Standard
Awhony T, Tcmbo 11, 11,
OWDOW-10 « 80083
4451 St, Lucie Blvd,
Fort'P*ce, FL 34946
toprrrgAt 2016 4 11140 hu"tt WhORY 1, TOR60 IIIJIL hPlOOO(lia, OWS immm, RORY lOuR, iIpoh'h'W .4hootht Om A I hol 4"m AR*", 1, 1o40111' P I,
Job Truss Truss I ype
WF) CDRCL C J3 Corner Jack
Al -Roof Trusses. Foil Pierce. FL. 34946, desian0altruss. com
2x4
A0197853
20 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:(
ID:tdgFI)vjEVYsgU3b-jPYJ3cyuE5n-q7PMFcmkHC2B576rOtANMeFtQZhun3a
2-11-11
2-111-11
2-11-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0,11 Vert(LL) -0,00 7 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0 110 Vert(CT) -0.01 4-7 999 240
BOLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Wfek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 70/Mechanical
2 187/0-7-4 (min. 0-1-8)
4 = 36/Mechanical
Max Horz
2 75(LC 12)
Max Uplift
3 48(LC 12)
2 71(LC 8)
Max Grav
3 70(LC 1)
2 187(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=l 16mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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 100 lb uplift at
joint(s) 3, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 0%
An-hrny I . I onibo i11, P.E.
I to 3" J" 490. g '90083
a.ea 0"' . t' A4rk, 1K # M 1'- M T.Ok", 0 ft14 1.4" (oot'vut W"i pw"*4 " 1M.4 W A .' -0—0 V pou, F..' T'i k*' 1' '0 445, St. Lucie 61vd. tI"
I— FortDfie,
ce, FL 34946 opplitto
74164 1 tooffto"01 P1, Repio4unionafihi,Jenwtent.Haanylum,1sPmOiltil without tht watten pvtoauo h4m A I Rouillum 400uoyl 1040111'I'L Z
11
Job Truss Truss Type OtPly lyi RYAN HOMES f DORAL AO -
1 - WRCDRCLCJ3PCorn97854erI Jack
4
1 (optional) 1111.
4opReference (op II Roof Trusses,
Fort Pierce, Al R111
11 1 ,
F11 34946design(ga 1 truss. cam Run: -w8,120s Nov12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec2213:10:10 - 2017 - - Page l ID: tdgFhviEVYsgU3b_jPYJ3cyuE5n-
lJykSyrnM2VA2jHhlyaicurolezOUWWphpePpIC, 1-0-0
2-11-11 2x4 2-11-
11
LOADING pso 1
SPACING- 2-0-0 C"!I, DEFL. in loc) I/defI L/d TCLL 20,0
Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0,01 4-7 999 240 TCDL 10.0
Lumber DOL 1.25 BC 0,14 i Vert(CT) -0.01 4-7 999 240 SCILL 0.0
j Rep Stress I ncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0
l Code F8C2017rTPI2014 Matrix MP LUMBER - TOP CHORD
2x4
SIP No.2 BOT CHORD 2x4
SP No.2 BRACING - TOP CHORD
Structural
wood sheathing
directly applied or 2-11-11 oc purlins. BOT CHORD
Rigid
ceiling directly
applied or 10-0-0 oc bracing. MiTek recommends that
stabilize rs and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide, REACTIONS. (lb/size)
3 70/Mechanir-
al 2 18710-7-
4 (min. 0-1-8) 4 36/Mechanir-
al Max Herz 2
67(LC
12) Max Uplift 3
42(LC
12) 2 = 103(LC
8) 4 30(LC
9) Max Grav 3
70(LC
1) 2 187(-C
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=15ft; Cat. 11; Exp
C ' Encl., GCpi=0.18, MWFRS (envelope) and C-C
Extenor(2) zone; cantilever left and right exposed; end vertical
left exposed; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber
DOL=11.60 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 100 lb uplift at joint(s) 3,
4 except (jt=lb) 2=1 01 LOAD CASE(S)
Standard PLATES GRIP
MT20
244/190
Weight: 11 lb
FT = 0% 41 V-4
4-
06 Mil at P'
w w " m 1. IN 10 (, -04 k! p 1— hur lq*I ""M *w: 1"M N!,F"w "' —r— 44 M F Ami" tw..,4 W W1, il l"% {Wig.., IN M, W. 10 1 4 Q! f .,.W- 40.? c-w 0*" W." ON,, T:,,=
1*,Wtjq5ujw e" ogn Owft I, V, W*h"k0,q ;Ok W K i it, .1" W*14,4 W M" W k..; w w4 t,,f Antkmy T. Tombal—
L P.E', r`11*W*—
Wu*A.1 1-)uzr,;.F— Wr-W,i, .- Z! 80083 All
tvWzZ1(*--0#,
W.T"1 4451 Y, Lucie. Blvd. opyliflit 0 7016
A I to offimes Whorl I"M60111,1`1 For( Pierce, FL 34946
Job Truss I Truss Type Qty Ply i RYAN HOMES / DORALIWFCDRCL' 1 CJ5 1 Jack -Open 6
A0197855
1 1
altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:11 2017 Page I
ID:tdgFhvjEVYsgU3b,jPYJ3cyuE5n-mWW6gln__pplvLRGEVIDrR3K8CNJCFz3q2l9MHry6Q3w
4
1 0-0 4-11-11
2x4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 i Plate Grip DOL 125 TC 0.41 Vert(LL) 0.03 4-7 999 360
TCDL 10.0 I Lumber DOL 125 i BC 0.37 Vert(CT) 0.06 4-7 999 240
BCLL 0.0 Rep Stress Incr YES i WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code F13C2017/TP12014 I Matrix -MP Wind(LL) 0.06 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11 -11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTelk recommends that Stabilizers - and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 126/Mechanical
2 263/0-7-4 (min. 0-1-8)
4 64/Mechanical
Max Herz
2 115(LC 12)
Max Uplift
3 89(LC 12)
2 80(LC 12)
Max Grav
3 126(LC 1)
2 = 263(LC 1)
4 90(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.O psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 0%
A,ittmy T. Tcnntro ;1:, PT
4 . 0 *' I WIC't is 110 0 'k I— N "'t We Wit" hotu I. -WW 0 1" It 1, K .4 th I- "*,q *' we IN 1' "..0 Ik. A W .' hat 0 IM T.", o. .! t." .,W, thA4dx W 0 Z 80083 4451
St, Lucie Blvd, Fad
Netce' FL "4446 AnfloW,
1.40 111, F.E. Repodocin 01 An imam oly lvm,.ipob,l,0t4 -Aovl Ilit -ureb t;.m A I Root hints
Job Truss Truss Type
WRCDRCL FG`IC FLAT GIRDER
RYAN H
A0197856101
I Job Reference (optional) Dot Trusses, Fort Pierce, FL 34946, design@a 1 truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2617 INATek Industries, Inc. Fr
I
i - Dec 2
1
2 "
1
1
1
3:1 - 0:1
1
1
1
2
1
01 Page
1
1
2-10-10 5-5--8 8-0-6
ID:tdgFtiviEVYsgU3b_jPYJ3cyuESn-mWW6qlnpplvLRGEVIDrR3K61 NC5Ftcq2l9MHFy6Q3w
I - 1 -1 1 i - 10-7-4 13-2-2 18-3-14 21-2-82-16-16 2-6-14 2-6-14 2-6- 14 2-6-14 2-6-14
1
2-6-14 1 -
2-10-10-
I
Dead Load Defl, = 7/16 in
2x4 II 4x8 5x6 2x4 11 4x8 2x4 11 48 2x4 i 1 5X8
2 3 4 5 6 7 8 9 10
4x4 l 1- - 1 -0 - ZX. a
4x8 7x10 MT20HS - 5xl2 -:
4x4 d
20 11
2-10-10 5-5-8 8-0-6 9-1-9 10-7-4 12-0-15 13-2-2 15-9-0 18-3-14
10-10 2-6-14 2-6-14 1-1-3 1-5-11- 1-5-11 2.6-14
Plate Offsets (X YJ- _(1:0-4-0,0-2-4j, 1 0:0-4-0,0-2-4], tl 2:0-6-0,0-2741, [19.0-6-0.0-2-41
1, 1 -
LOADING (p.-- SPACING- 2-0-0 CSI. D E FIL. in loc) I/deft
jf
Ud
TCLL 20.0 Plate Grip DOL 1.00 TC 0.55 Vert(LI-) 0.33 16 762 360
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ved(CT) 0,78 16 320 240
BCLL 0.0 Rep Stress Incr NO WB 0,41 Horz(CT) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.34 16 738 240
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 4-7-14 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
20 2597/0-7-4 (min. 0-1-8)
11 2900/0-7-4 (min. 0-1-8)
Max Herz
20 35(LC 6)
Max Uplift
20 = 424(LC 4)
11 234(LC 5)
Max Grav
20 2981 (LC 2)
11 3101(LC 2)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
1-20=-2561/381, 1-2=-7648/1052,
2-3=-764811052, 3-4=-16470/2057,
4-5=-16470/2057, 5-6=-16470/2057,
6-7=-16724/1747, 7-8=-16724/1747,
8-9=-7634/671, 9-10=-7634/671,
10- 11 =-2700/182
BOT CHORD
20-21 =-1 58/1030, 19-21 =- 158/1030,
19-22=-1748113229, 22-23=-1748/13229,
18-23=-1748/13229, 18-24=-1748/13229,
17-24=-1748/13229, 17-25=-2044/17820,
16-25=-2044117820, 16-26=-2044117820,
15-26=-2044/17820, 15-27=- 1270113323, 14-27=-
1270/13323, 13-14=-1270/13323, 13-28=-
1270/13323, 12-28=-1270/13323, 12-29=-
85/1052, 11-29=-85/1052 WEBS 1-
19=-
943/6951, 3-19=-5880f736, 3-18=-
361584, 3-17=-327/3415, Continued on
page 2 WEBS 1-
19=-
943/6951, 3-19=-5880/736, 3-18=-
36/584, 3-17=-327/3415, 6-16=-
62/410, 7-15=-65910, 9-12=-359/0, 10-12=-
615/6914, 8-12=-5994/631, 8-15=-
502/3583, 6-15=-1155/403, 6-17=-1531/
0 NOTES- 1) 2-
ply
truss to be connected together with 1 Od 0.131"x3")
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
7-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc: 2) All loads
are considered equally applied to all plies, except if noted
as front (F) or back (B) face in the LOAD CASE(S)
section. Ply to ply connections have been provided to
distribute only loads noted as (F) or B), unless otherwise
indicated. 3) Wind: ASCE
7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph;
TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cal. It; Exp
C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and
tight exposed ; end vertical left exposed: Lumber DOL=
1,60 plate grip DOL=1 .60 4) Provide adequate
drainage to prevent water pending, 5) All
plates
are MT20 plates unless otherwise indicated. 6) 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 2-0-0 wide will fit between the bottom chord and
any other members. 9) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jtmlb) 20=424, 11 =234, 10) Load case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer
must review loads to verify that they are
correct for the intended use of this truss, 21-2 2-
10- PLATES
GRIP MI
20 244/
190 MT20HS 187/143
Weight: 265 lb
FT = 0% 11) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 326 lb down and
46 lb up at 2-0-0, 326 lb down and 46 lb up at 4-
0-0, 326 lb down and 46 lb up at 4-8-8, 326 lb down and 46
lb up at 6-8-8, 326 lb down and 46 lb up at 8-8-
8, 326 lb down and 46 lb up at 10-8-8, 84 lb down and 94
lb up at 11-9-0, 84 lb down and 94 lb up at 13-9-
0, 84 lb down and 94 lb up at 15-9-0, and 84 lb down and
94 lb up at 17-9-0, and 84 lb down and 94 lb up
at 19-9-0 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others,
LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00 late Increase=1.
00 Uniform Loads (pit)
Vert: 1-6=-
60, 11-20=-20 Concentrated Loads (lb)
Vert: 16=-276(
B) 13=-84(B) 21 =-276(B) 22=-276(B) 23=-276(B)
24=-276(6) 25=-276(6) 26=-84(B) 27=-84(B)
28=-84(B) 29=-84(B) Trapezoidal Loads (plo
Vert: 6=-270-
to-10=-190 2) Dead + 0.
75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1 .
00, Plate Increase=1.00 Uniform Loads (pit)
Vert: 1-6=-
80, 11-20=-20 Concentrated Loads (11b)
Vert: 16=-326(
B) 13=-71 (B) 21 =-326(B) 22=-326(B) 23=-326(B)
24=-326(B) 25=-326(6) 26=-71(13) 27=-71 (B)
28=-71 (B) 29=-71 (B) Trapezoidal Loads (plf)
Vert: 6=-278-
to-10=-209 14) Dead: Lumber
Increase=0.90, Plate Increase=0.90 Pit. metal=0.
90 Uniform Loads (plo
Vert: 1-6=-
60, 11-20=-20 Concentrated Loads (lb)
Vert: 16=-274(
B) 13=-34(B) 21=-274(B) 22=-274(B) 23=-274(B)
24=-274(B) 25=-274(6) 26=-34(B) 27=-34(6)
28=-34(8) 29=-34(B) Trapezoidal Loads (plf)
Vert: 6=-225-
to-10=-185 UWAA: IRA$ &C'"
TKA) QS1A1'Wr1.11"CW19Wr too, 1"Of too, w-.4,14 01- W I,- k" 4w, W N AA.' I J'* 1, f E tj.- "Aw AIT-e,o,
r F"'Aie" 4*W)4n.'94 teeo-; V 010 votn'Wo "-1 e r. im'" kk'.p 1'."' to g,,* To'l AnIfiony 1. lomnbo :H, P,E, 4" V We.Wq n toef+ P-kto! 0 ft)..' to, 6- 14 No'er uq- . r,tfa- a r.
K *
1: W oo I- k,tn:w .4 io 1 7tle6 W . WfeSttot,'t. .144'
t
W" .
po
W Z."I sO 30083 Ic", elk, 1"t'
Nor. ro- .4 1"' Moikt dtw. ",411 lk,
I'll, Us,11 FIV- n Cl NIA,44,c,rwr . J-Sw,, bf., ir.t WA, kit" 4451 St Lucie Blvd, Fort Pierce, Fl- 3494
oprtjltl 0 M6 41foolInsesRepm4uoio. of thus 46mmetrm Oy wthto the -nee p(mi'sm from A-1 Rool Twits ZE "",
Job I Truss Truss Type Qty Ply RYAN HOMES ( DORAL
A0197856
WF CDRCL' FG1C FLAT GIRDER 1 2 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL M946, design-6altruss.com Run: 8.Q6s Nov 12 2017 Print: 8.120s Nov 12 2017 MiTelk Industries, Inc. Fri Dec 22 13:10:11 2017 Page
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-mWW6gin _pplvLRGEVIDr23K61NC5Ftcq219MHry6Q'
LOAD CASE(S)
Standard
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 lncrease=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=31
Concentrated Loads (lb)
Vert: 16= 1 3(B) 13=69(B) 21 = 1 3(B) 22= 1 3(B)
23=13(B) 24=13(B) 25=13(B) 26=69(B) 27=69(o)
28=69(B) 29=69(B)
Trapezoidal Loads (pit)
Vert: 6=-244-to-1 0=-1 43
16) Dead + 0.75 Roof Live (baL) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=11.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=-8
Concentrated Loads (lb)
Vert: 16= 13(6) 13=69(B) 21 = 1 3(B) 22= 13(8)
23= 1 3(B) 24= 1 3(B) 25= 1 3(B) 26=69(B) 27=69(8)
28=69(B) 29=69(6)
Trapezoidal Loads (pit)
Vert: 6=-217-to-10=-140
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber InGrease=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-6=-59, 11-20=-20
Horz: 1-20=24
Concentrated Loads (lb)
Vert: 16= 13(6) 13=69(8) 21 = 1 3(B) 22= 1 3(B)
23=13(B) 24=13(B) 25=13(B) 26=69(B) 27=69(B)
28=69(B) 29=69(6)
Trapezoidal Loads (pit)
Vert: 6=-236-to-10=-143
18) Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg, Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-6=-59, 11-20=-20
Herz: 1-20=-5
Concentrated Loads (lb)
Vert: 16= 1 3(B) 13=69(8) 21 = 1 3(B) 22= 1 3(B)
23=13(B) 24=13(B) 25=13(B) 26=69(B) 27="(rj)
28=69(B) 29=69(B)
Trapezoidal Loads (plf)
Vert: 6=-217-to-10=-140
Anthony T. Tmho a., ) E.
TP 4451 St, k.uoe Blvd.
For( D[Prce- R 34446
qy'ijhlV 70164 1 6411rows PA, lep,04win of 1b.F 40(offint"A $my Wm' 1S p(OkAiled with"I the Rooflmlw k4thaev 1, loffiball0J,
VRCDRCL jFL01
Al Roof Fort Pierce, FL
0-1-8
10 2-6-0
3X8
2 3
i I Fuss Type Qty Ply RYAN HOMES / DORAL
Floor 1 1 1 A0197857
Job Reference (optional)
ltruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec22 13:10:12 2017 Page 1
ID:tdgFhviEVYr,gU3b-._jPYJ3cyuESn-Fi4UteocZ7QIybqQ3?k4_GtD2mWc-EY__,Hyuwpliy6Q3v
1-6-0 2-2-8 1-6-0 I 0 1{.8
Dead Load Dek -- 3116 in
3x4 3x6 FP 3x4 3x8
4 5 C, 7 A q In
3x6 3x8 302 MT20HS FP- - 3x3 3X3 3x8 3x6
1,5x4 SP
Plate Offsets _(Xy)--Ee [1:dg-0-12j, [13 --8,EdgellIp -.02,
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 1010 Lumber DOL 1.00
BCLL OLO Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
12 1146/0-74 (min. 0-1-8)
18 114610-7-4 (min. 0-1-8)
Max Grav
12 1146(LC 1)
18 1146(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3715/0, 3-4=-3715/0, 4-5=-4892/0,
5-6=-4892/0, 6-7=-4892/0, 7-8=-4892/0,
8-9=-3713/0, 9-10=-3713/0
BOT CHORD
17-18=012162, 16-17=014608, 15-16=0/
4608, 14-15=0/4892, 13-14=0/
4611, 12-13=012163 WEBS 10-12=-
2391/
0, 2-18=-2390/0, 10-13=011714,
2-1770/1717, 9-13=-254/0, 3-17=-257/
0, 8-13=-99210, 4-17=-987/0, 8-14=-981743,
4-15=-100/750, 5-15=-353/
9, 6-14=-348/9 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.
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. 0-0-12], [
21:0-1 -8,070-1121 CS1. DEFL. in (loc)
I/deft Lld TC 0,78 Vert(
LL) 0.43 14-15 586 360 BC 0.87 Vert(
CT) 0.59 14-15 426 240 WB 0,82 Horz(
CT) 0.10 12 n/a n/a Matrix-S LOAD CASE(
S) Standard
1 22-19
2
PLATES GRIP MT20
244/
190 MT20HS
187/143 W.
inht. lol 1h
PT = 1)0/ P no/ P 130' RN3,NLIfrl MAL
I Erin Wd, w"4",.No- !"r 1. 1 T~jf to. 'ki do- A' 100awry. 0" 1". 0 N
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of thn hoome.1, ift atry brio, isprolobded oith"I th. .'Ittes ptmwoo hom A I Root lmm AArhooyLUm1io11LFJ_ Foet Pierce, FL 34946
Job 1Truss ;Truss Type
WFJCDRCL FI-02 Floor
A
At Roof Trusses, Fort Pierce, FL 34946, design6a I truss,corn Rur
0-1-8
2-6-0 1---6-0 11,11-10-112 1-6-0
QtY 'PIY RYANHOMES/DORAL
A0197858
J2
i i Job Reference (optional)
120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:13 2017 Page 1
ID:tdgFliviEVYsgU3b_jPYJ3cyuE5n-juet5-pFKQZcakPcdjFJWUQREAtbjf77WceTLiy6Q3u
I 1-3-Oil 2712-12 0-11-8
Dead Load Defl, = 1/8 in
3x6 3x4 3x4 3x6 FP 4x8 3x3 1!1 3x4 =
A F R 7 A 4 In 11 19 1 A
U4
14 PT41LI
29
28P
O
25 24 23 22 21 20 19 18 17 16
3x6 3x8 == 3X3 3x4 - 3x8 MT20HS FP- 3X8 3x4 3x4
4x8
20-9-4 29-10-8
20-9-4 9-1-4__
Plate Offsets(x Y)--- 1:Edge,0-0-1 2], [2:0-2-12, Edge), 14:0-1-8, Edge], 18:0-1-8, Edge], (19:0-2-12,Edge], [20:0-3-0, Edge], (22:0-1-8,Edgei, [26:0-1 -8,0-0-12], 28:0-1-8
0-0-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff L/d i PLATES GRIP
TCLL 40.0 i Plate Grip DOL 1,00 TC 0.63 Vert(LL) 0,3723-24 670 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.51 23-24 487 240 MT20HS 1871143
SCLL 0.0 Rep Stress Incr YES I WB 0,92 Horz(CT) 0.07 19 n/a n/a i
BCDL 5.0 Code FBC20171TPI2014 Matrix-S i
I Weight: 146 lb FT = O%F, O%E
LUMBER -
TOP CHORD 2x4 SIP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
16 = 262/0-7A (min. 0-1-8)
25 103310-7-4 (min. 0-1-8)
19 1950/0-3-8 (min. 0-1-8)
Max Uplift
16 -66(LC 3)
Max Grav
16 365(LC 4)
25 1050(LC 10)
19 1953(LC 9)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3311/0, 3A=-3311/0, 4-5=-408510,
5-6=-4085/0, 6-7=-4085/0, 7-8=-2638/0,
8-9=-2638/0, 9-1 0=-2638/0, 10-11 =0/1 77 1,
11-12=0/1771, 12-13=-568/382,
13-14=-568/382
BOT CHORD
24-25=011962, 23-24=0/3996,
22-23=0/4085, 21-22=0/3666,
20-21=0/3666,19-20=-24/942,
18-19=-823/301, 17-18=-382/568,
16-17=-382/568
WEBS
11-19=-31010,2-25=-2169/0,
10-19=-2548/0, 2-24=0/1492,
10-20=011 941, 8-20=-278/0, 4-24=-758/0,
7-20=-120010, 4-23=-272/469, 7-22=0/848, 6-
22=-390/0, 14-16=-625/421, 12-
19=-1328/0, 13-18=-402/0, 12-
18=0/801 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. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 16. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 cic and fastened to each truss with 3-1 Od 0.
131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 7)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
Anlhiny
T. loritio IT, P. E M
0 1* 1- flo 14 Woof 4",ior t* -W'e' otot W, ,, V, W *' W o-4r, ""0 TKI 1 4, qv.. of r4 V W 44 0 .410. W W-4 s $0083 r4o-
0 t' lo." (M- ',0*, i5aa Aq lilt dM M WWA.' 0-0* M. PA- 4451 St, t,uCtv Blvd. Votu
OAW k F :W'wq" mq I. dilM,xf sahcl flo, I Fwt Pleice, FIL 34946 cvnnhi
0 2016 A I toot Imses Zh
Job Truss Truss Type Qty- I Ply RYAN HOMES / bbkAL -
A019 - 7859WRCDRCL_ FL03 Floor 4 _
Job Referece (optional) n I
Al Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss. co m Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2p17 KIfekIndustries, Inc. Fri Dec 22 13:10:13 2017 Page 1 ID:
tdgFhvjEVYsgU3b,jPYJ3cyuE5n-juet5,-pFKQZr-akPcdjFJWUQQEAthigx7WceTLjy6Q3u 0-
1-8 260
1-6-10 11 1-10-12 1-6-0 1-3- 1-10-4 1-370 II0Dead
Load Defl. = 1 f8 in I
3X6 : -
3x4 3x4 3X6 FP_ 3x8 - 30 11 3x3 3x3 0
1 2 3 45 6 7 8 9 10 1 12 13 14 0
27
9 2
11V 24
23 22 21 20 19 18 17 16 15 3x6
3X8 3x3 3x4 3A MT20HS FP, 3X8 3x6 U8
il
LOADING (
pso i SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1,00 TCDL
10.0 Lumber DOL 1,00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (
lb/size) 24 =
1065/0-7A (min. 0-1-8) 15 -
11/0-3-8 (min. 0-1-8) 18
1737/0-3-8 (min. 0-1-8) Max
Uplift 15 -
198(LC 3) Max
Grav 24
1069(LC 10) 15
185(LC 4) 18
1737(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown, TOP
CHORD 2-
3=-3392/0, 3-4=-3392/0, 4-5=-4249/0, 5-
6=-4249/0, 6-7=-4249/0, 7-8=-2881/0, 8-
9=-2881/0, 9-1 0=-2881 /0, 10-11 =0/1 123, 11 -
1 2=011 120, 12-13=-96/475 BOT
CHORD 23-
24=0/2002, 22-23=0/4120, 21-
22=0/4249, 20-21=0/3871, 19-
20=06871, 18-19=011240, 17-
18=-475/96, 16-17=-475/96, 15-
16=-475/96 WEBS
2-
24=-221310, 2-23=0/1 537, 3-23=-251 /0, 4-
23=-805/0, 4-22=-207/549, 5-
22=-260162, 10-18=-2495/0, 10-
19=011832, 8-19=-265/0, 7-19=-1110/0, 7-21=
01782, 6-21=-361/0, 13-15=-
120/628, 12 -18=-995/0 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
All plates
are MT20 plates unless otherwise indicated. 8:0-2-
12 CS1, DEFL. in (
loc) I/clefl L/d TC 0,69
1 Vert(LL) 0.37 22-23 665 360 BC 0.81
Vert(CT) 0.51 22-23 483 240 WB 0.87
Horz(CT) 0.08 18 n/a n/a Matrix-s 3)
All plates
are 1.5x4 MT20 unless otherwise indicated. 4) Plates
checked
for a plus or minus 0 degree rotation about its
center. 5) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jt=lb) 15= 198. 6) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0
oc and fastened to each truss with 3-1 Od 0131" 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 Ellifilw1i PLATES
GRIP
MT20
244/190
MT20HS 187/143
Weight: 129 lb
FT = O%F, O%E vh,0 %, f-
V ., wlttfs, 14 th Weft h,lp,, .;h, 4w, 0 re K 11 C * &I 11W k«4el *1 W rK I 1R afra,e 0 WOO We .. 0* "." .4" ",4 lvq,, ulao. W Wq W"e e,r»:>blfie AnIhony 1 lQmbD ;
11, P1 rUl., OW UM" (.
4" sleww.." 'M("H,rW. Moll WA-0-ar. V.V 1"1-0
445, St, Wde fflvd zt IUP104-01Q4rfthladMertel, Ift Of for.," prohNied .00.1 the."". Femis"m bw A I larfflns e, Aflthw1I1-b0tIIjL Fort oocp, FL
34q46
Jo - b Truss Tt, russ
I
T - y - pe City !ply RYANHbm s/bORAL
1 A01978601WR,CDR( FL04 Floor 1 11
Job Reference (optional)
I I I 1 11 1 1
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss,corn Run: 8.120 s Nov U 2017Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:14 2017 Page 1
ID: t(JgFhviEVYsgU3b_jPYJ3cyuE5n-B5CFIKqt5khTCu__pBQmY3hyeoaLOS18HkGNOuAy6Q3t
2-6-0 1-6-0
3x4 30 ii 3x3 1,5x4 11
2 3 3x4 4 5 6 30 7
6-11-12
Plate Offsets _(X,Y)-- 1:Edge,0-0-121, L2:0-11-8,Edgej, [3:0-
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 FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SIP No2(fat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
14 374/0-3-8 (min. 0-1-8)
8 247/Mechanical
11 = 649/0-3-8 (min. 0-1-8)
Max Grav
14 383(LC 10)
8 = 274(LC 7)
11 655(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-563/0, 5-6=-264/0
BOTCHORD
13-14=0/563,12-13=0/563,11-12=0/563,
10-1 1=0/264, 9-10=01264,8-9=0/264
WEBS
2-14=-620/0, 3-11 =-603/0, 6-8=-351 /0,
5-11 =-31 110 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 3-1 Od (0. 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 5)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
3X8
7-
g-0 0, -
4 C
SL DE FL. in (loc) I/defl L/d TC
0.45 Vert(LL) 403 13-14 999 360 BC
0.29 Vert(CT) 404 13-14 999 240 WB
0.17 Horz(CT) 0.01 8 n/a n/a Matrix-
S 30
PLATES
GRIP MT20
244/190 Weight:
61 lb FT = O%F, O%E W
Anthony 1, Torn,o III, P.F. WNiw
4,'-, — f 0.d— "4" 4451 ST, Luoe Nvd. o,'
Pw,cr, H 34446 70164
Itooliw'e, Aoh.TJOMWO N' lkoell-n,' Aafhoyl TO.W11 P.F. ZEI *
Job Truss Truss Type Ply RYAN HOMES / DORAL
A0197861WRCDRCLFLO5Floor
Qty
jJob Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, desiqn@al truss,comNov12 2017 Print: 8.120 s Nov 12 2017 WT-ek Industries, - In - c. Fri Dec 22 - 13 16:15 ;b0l-I'Page - IRun: 8, 126 s N I
ID:tdgFhviEVYs9U3bjPYJ3cyuE5n-fHmdVfqVs2pKp2Z?k8HnbvVlT-z4BaJQzw7aQcy6Q3s
0-1-8
1-6-0 11-11-10 1-6-0- 1-3-01 11 -81-10 1731-01-0 2-11-0 11-
Dead Load Deli. = 1/8 in
3x6 3x4 3x4 : 3x6 FP 3X8 3X3 11 3X3 - 30 :-
3X6 3x8 3x3 3x4 : 3x8 MT20HS FP 3X8 3x8 - 3x3
20-9-8
20-4-8 24-1-0 25-5-8
20-4-8 04-12 3-3-8 .4-6
WSets MY)- I1:Edae,6-6-1121. 12:0-2-12.Eclrtel. 110:0-3-8.Edoel. M:6-2-112,Edael. 119:0-M.Edael. 121:0-1-8.Edoel. 125:0-1-8.0-0-121. 126-6-11-8.0-0-121
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCOL 10.0 Lumber DOL 1,00
BCLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPt2014
LUMBER -
TOP CHORD 2x4 SP M 30(ftat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
15 = -61/Mechanical
24 1060/0-74 (min. 0-1-8)
18 = 1774/0-3-8 (min. 0-1-8)
Max Uplift
15 =-242(LC 3)
Max Grav
15 = 165(LC 4)
24 = 1064(LC 10)
18 1774(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3370/0, 3-4=-3370/0, 4-5=-4204/0,
5-6=-4204/0, 6-7=-4204/0, 7-8=-280310,
8-9=-2803/0, 9-1 0=-2803/0, 10-11 =0/1 225,
11 - 1 2=0/1 223, 12-13=-58/525
BOT CHORD
23-24=011991, 22-23=0/4086,
21-22=0/4204, 20-21=013809, 19-20=
0/3809, 18-19=0/1 146, 17-18=-
525/58, 16-17=-525/58, 15-16=-
525/58 WEBS 2-
24=-
2201/0, 10-18=-251 1 /0, 2-23=
0/1 525, 10-19=011849,3-23=-250/0, 8-19=-26610, 4-23=-
79210, 7-19=-1 12710, 4-22=-214/537, 7-
21 =01795, 5-22=-255/65, 6-21=-36710, 13-15=-
771699, 12-18=-1045/0, 12-
17=0/265 NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates
are MT20
plates unless otherwise indicated, CSL OEFL, in (loc) I/
defl L/d TC 0.71 Vert(LL)
0,37 22-23 665 360 BC 0.82 Vert(CT)
0.51 22-23 482 240 WB 0.88 Horz.(CT)
0.08 18 n/a n1a Matnx-S 3) All plates
are 1.
5x4 MT20 unless otherwise indicated, 4) Plates checked for
a
plus or minus 0 degree rotation about its center. 5)
Refer to girder(s)
for truss to truss connections. 6) Provide mechanical connection (by
others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except Ot=lb)
15=242. 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, 8) CAUTION, Do not erect
truss backwards. LOAD CASE(S) Standard PLATES
GRIP MT20 244/
190
MT20HS 187/
143 Weight: 127
lb FT = O%
F, O%E 74 0*1 1W 41
Vl"-w k" I,- '-r 'V- P'w- ""..q W" t Anthony T. lombo If', P
F, Ik - W 0-*' qwc 1, k'44 0 IWIA 6 * W r. & .4 V d w4m 4' Alm 1 4"Woo 0 10 W 44,' 0 N I 'WIP Wo. .0 *N'wp 0 -'Wmh 0 80083 4451 St Lmlje RIA Fa
j4q46 4*0.11
romhO11,1`
1 4p-Aka=d1h,,dmwM mvlofm
Job
L' FL05GE jFloor Supported Gable
A0197862
Job Reference (optional)
ises. Fort Pierce, FL 34946, design@a1truss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 1310:15 2017 Page 1
ID:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-fHmdVfqVs2pKp2Z?k8HnbvVvX_IZBngQzw7aQcy603s
1 1,5x4 11 21.5x4 11 31.5x4 11
T1 --
3T it t
klm
1.5x4 ii 1,5x4 11 1.5x4 it
PlateOffsets(X,Y)-- [1,*,Edge,9-0-'1 2],14,'Edge,0-0-1 SPACING-
2-0-0 LOADING (psf) CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0,02 Vert(CT) n/a n/a 999 BCLL
0,0 Rep Stress Incr YES WEI 0.03 Horz(CT) 0.00 4 n/a Na BCDL
5.0 Code FBC2017/TP12014 Matrix-R Weight: 10 lb FT = O%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 1-10-8 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc; bracing. REACTIONS, (
lb/size) 6
65/1-10-8 (min. 0-1-8) 4
13/1-10-8 (min. 0-1-8) 5 =
115/1-10-8 (min.0-1-8) Max
Grav 6
65(LC 1) 4 =
13(LC 1) 5
115(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown, NOTES-
1)
Plates checked for a plus or minus 0 degree rotation about
its center. 2)
Gable requires continuous bottom chord bearing. 3)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 4)
Gable studs spaced at 1-4-0 oc. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0. 13 11" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means, LOAD
CASE(S) Standard
T
Astho y T, Tombo 117, P 0*
15* N b., '"'4 'WT "M M h 0 '1 ,0083 0 !
K.W " V— WWI 0—I'M 1— ;111 uwfeyaek 4451 Sr. t,joe NA, rQ'
t Nor"p, R 34146 2416A
I P.016'w AAPyl 4A.111, P 41koyl 1.0.11; P
Job
JTruss
i Truss Type Qty Ply RYAN HOME DORAL I
1WRCDRCLFL06Floor111 A01978631
I , lJob Reference (optional) 111
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 1110:116 2017 Page 1
ID:tdgFhvjEVYsgU3b.jPYJ3cyuE5n-7TK?i?r7dLxBRC861ro0862s7Otfw02ZCas7y2y6Q3i
0-1-8
2-6-0 1 1 1-6-0 1-10-12 ii-1-6-0 1 1-13-0 1-10-0 i 1-3-0 1
Dead Load Delf. . '-- 1/8 in
3X6 3x4 3x4 3x6 FP-4x8 30 11 3x3 3x3 3x3 11 3x4 ,
27 26 25 24 23 22 21 20 19 18 17
3x4 3x8 3x3 3x4 3x8 MT20HS FP 3X8 3x8 3x3
1.5x4 SPA 4x8
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1,00 j TC 0.97 Vert(LL) -0.36 25-26 >680 360
TCDL 10.0 Lumber DOL 1.00 BC 0,92 Vert(CT) -0.50 25-26 >492 240
BCLL 0,0 1 Rep Stress Incr NO WB 0,94 Horz(CT) 0.06 21 n/a n1a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat) NOTES-
BOT CHORD 2x4 SP M 30(flat) *Except*
1) Unbalanced floor live loads have been considered62: 2x4 SP No.2(flat)
for this design. WEBS 2x4 SP No.3(flat)
2) All plates are MT20 plates unless otherwiseBRACING-
indicated.
TOP CHORD
3) All plates are 1 .5x4 MT20 unless otherwiseStructuralwoodsheathingdirectlyappliedor6-0-0 oc indicated.
purtins, except end verticals, 4) Plates checked for a plus or minus 0 degreeBOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
rotation about its center.
5) Provide mechanical connection (by others) of truss
REACTIONS. All bearings 0-7-4 except (jt=length) to bearing plate capable of withstanding 321 Ib uplift at
21 =0-3-8, 18=0-3-8. joint 17.
6) Recommend 2x6 strongbacks, on edge, spaced at
lb) - Max Uplift
10-0-0 oc and fastened to each truss with 3-10d
All uplift 100 lb or less at joint(s) 0.131" X 3") nails. Strongbacks to be attached to
except 17=-321(LC 3)
Max Grav walls at their outer ends or restrained by other means.
All reactions 250 lb or less at joint(s)
7) CAUTION, Do not erect truss backwards.
except 17=534(LC 4), 27= 1 002(LC 3),
8) In the LOAD CASE(S) section, loads applied to the
21=1657(LC 13), 18=1782(LC 14)
face of the truss are noted as front (F) or back (B).
FORCES. (lb) LOAD CASE(S)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except Standard
when shown.
TOP CHORD
1) Dead + Floor Live (balanced): Lumber
2-3=-3109/0, 3-4=-310910, 4-5=-3679/0,
Increase=1.00, Plate Inr-rease=1,00
5-6=-3679/0, 6-7=-3679/0, 7-8=-2023/0, Uniform Loads (pit)
8-9=-2023/0, 9-1 0=-2023/0, 10-11 =0/2200,
Vert: 17-27=-10, 1-32=-100, 16-32=-400(F=-300)
11-12=0/2195, 12-13=0/1890,
13-32=0/1735, 14-32=0/1735,
14-15=0/1747
BOTCHORD
26-27=0/1862, 25-26=0/3690,
24-25=0/3679, 23-24=0/3158,
22-23=0/3158, 20-21 =-1 890/0,
19-20=-1890/0, 18-19=-1890/0,
17-18=-462/555
WEBS
14-18=-954/0, 2-27=-2059/0, 2-26=0/1379,
4-26=-64210, 4-25=-3041399,
10-21=-2625/0, 10-22=0/1983,
8-22=-274/0, 7-22=- 1264/0, 7-24=0/879,
6-24=-405/0, 13-18=-256/461,
12-21 =-559/0, 15-18=- 1991 /0,
15-17=-721/600
25-7A 29-10-
4-10-0 4-3-4
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 150 lb FT = O%F, O%E
No"
IN PA-W,4-1
0 lol'- .!logo k.444, m'" '"Ift-0 k" M 0 7 80083
4451 St, 1,ude Blvd.
a4xatu Nkurl tY a ;+Tat rprH rp a xnap t1 ei foots fAr+,N_ [ir troy from tapxm l,lPl to Gakwresn. a Suss irvsxEaprm aisy kff rg9kzrAkaz re ss 4nhx1 n it4-i. Foit fierce, 1-1, 34946
Opf'iflhi C) ?014 A I Roof Imsts Aftiloov 1, Imbo III, P L t(P'o4qoi.A of M, iowmem"A oy low, h P1004d .4lip"I Iht ."n" poww" omo A I leoflmw Who"! L Imb. III, PJ.
Job Truss-
WF CDRCL FL07GE
Al Roof Trusses, Fort Pierce, FL 34946,
01 1"8
17
2
i I russ type Uty Ply RYANHOMES/DORAL
JI
Floor
Supported Gable 1 A0197864
Job
Reference (9plitional)_ truss.
com Run 8.Q6 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M I
i -
Tek - Industries, Inc. Fri Dec 22 13: 10: 1
1
1
6
1
2017
Pagel ID:
tdgFhviEVYsgU3b_jPYJ3cyuE5n-7TK?j?r7dLxBRC8BIroO8624205vwEqZCas7y2y6Q3r l
T 83
4 5 6 7 8 16
15 14 13 12 11 10 9 LOADING (
psf) SPACING- 2-0-0 CSL TCLL
40.0 1 Plate Grip DOL 1.00 1 TC 0.08 TCDL
10.0 Lumber DOL 00 1.00 BC 0.0 11 BCLL
0.0 Rep Stress Incr YES WB 0.03 BCDL
5.0 Code FBC2017ITP12014 Matrix-R 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(fiat) 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.
All bearings 8-7-4. lb) -
Max Grav All
reactions 250 lb or less at joint(s) 16,
9, 15, 14, 13, 12, 11, 10 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
7-
4 7-
4 1
DEFL.
in (loc) Well L/d Vert(
LL) n/a n/a 999 Vert(
CT) n/a n/a 999 Horz(
CT) 0.00 9 n/a n/a 6
20
19
PLATES
GRIP MT20
244/190 Weight:
39 lb FT = O%F, O%E taeael
P,— r r,"4 — ft,4 - r .r, R"Ilk 1'W t i U*TK Z"IN VU, AJ1J*Li POT, to'r W'W wtr N"r .0 A! ww" N- 11, t t t'* .'it"ift, 't Lm"A Aqthony
I Tombo [V, F.E. d %, *
0 W lk10 ",* 0 *,;,w .4 . 44 0 MW '**w .4 z Lucie 61A
P" FoP,
ei(f'-, FL 34940 41
RYAN HOMES / DORAL
WRCDRCL FL08 Floor 1 1A0197865
Joh Rp.fe.rpnrA lontinnAll
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:1
ID:tdgF[iviEVYsgU3b,_jPYJ3cyuE5n-bgtNwLslOf323MjNsYKFhKa4QnMN
0-1-8
111t5X411 ........ ... 1-5-0 2 3If4 2-6-0 30 it 30 -
3x6 -: 4-
5-0 LOADING (
psl() SPACING- 2-0-0 CS1, DEFL. in foc) I/defl L/d TCLL
40O 1 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.00 5 .... 360 TCDL 100
Lumber DOL 1,00 B ' 0 2 Vert(
CT)
0.05 4-5 >999 240 BCLL 0*
0 Rep Stress Incr NO I \A/B 0 3 Horz(CT) 0.00 4 n/a n/a BCDL 5,
0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP
CHORD
2x4 SP M 30(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 4-5-0 oc purlins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-" oc bracing, REACTIONS. (lb/
size) 4 739/
0-3-8 (min, 0-1-8) 5 739/
0-7-4 (min. 0-1-8) Max Grav
4 739(
LC 1) 5 = 739(
LC 1) FORCES. (lb)
Max, Comp,/
Max, Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
3-4=-
37610 BOT CHORD
4-5=
0/744 WEBS 2-
4=-
819/0, 2-5=-961 /0 NOTES- 1)
Plates
checked for a plus or minus 0 degree rotation about its
center, 2) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0131" X 3")
nails. Strongbacks to be attached to walls at their outer ends
or restrained by other means. 3) CAUTION,
Do not erect truss backwards. 4) In
the LOAD CASE(S) section, loads applied to the face of
the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1)
Dead +
Floor Live (balanced): Lumber Increase=1 .00, Plate Increase=
1.00 Uniform Loads (
plo Vert: 4-
5=-10, 1-3=-350(F=-250) PLATES GRIP
MT20 244/
190 Weight: 25
lb FT = O%F, O%E Welt etel-
111
Maud he* BD 11 Vs, 1— Omits fqe- l I.P.": 'A"ill To "eavet -0., a 14 li*,ma dif—ded "'lit id, ne o"ll, l, M.741. , OVId dd, VAe, R I * 0s," —twee", let ziddell O*P Anhmiy 7. Tombc) 11 L P.L. id, - IvedisI)
e alkelllwis!IQ AM T.", ,144 wt" It,11p, W kd,,. 11,0Z 4 If 80083 4451 St. Lucie
Blvd, FW FL 34946
I loellmm As0l4AyIA.
Rb0IIl,PJ, Rodpolk,'no afts" dowswill"ft lay let I$ pillebaed twillieds the alines peww" him A I RtlefIrm" Whosy C loelhIIIJ1 IJ
Jo - b truss Truss Type
I",
dry Ply I RYAN HOMES DORAL A01978661
WP,CDR( FL10GE Floor Supported Gable 1, 1 i I
I I I I - I !Job Reference (optional) J
Al Roof " russes, Fort Pierce, FL 34946, design@al truss.corn Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 1110:17 2017 Rage 1
ID:tdgFhviEVYs9U3b_iPYJ3cyuE5n -bgtNwLslOf323MiNsYKFhKaFmRBfb3iQECgUVy6Q3q
0 1 1 f 8 01)f8
3X3 ==
26 25 24 23 22 21 20 19 18 17 16
30
Plate Offsets (X,Y)-- [1
11
Ed
I
ge,070-1
11
2
1
1,
11
t2 - 7:
1
0-1-fIlq
1
4-1121, j
LOADING (psf) SPACING- 2-0-0
TCLL 40O Plate Grip DOL 1.00
TCDL 10,0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017ITP12014
LUMBER-
TOP CHORD 2x4 SP 1\10.2(fiat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(fiat)
OTHERS 2x4 SP No.3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 15-9-8,
lb) - Max Grav
All reactions 250 lb or less at joint(s)
26, 14, 25, 24, 23, 22, 21, 20, 19, 18,
17,16,15
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 3-1 Od (0. 13 1
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
12 13
STI 861
mamma01
15 14
3:0-1-8,0-0-121
CS1. DEFL. in (loc) I/def) L/d PLATES GRIP
TC 0,08 Vert(LL) n/a n/a 999 MT20 244/190
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0,00 16 n/a n/a
Matnx-S Weight: 71 lb FT = O%F, O%E
Anthony 1. Tomho 117, RE.
W ONO,,,, '*T
9 ftoe- 4451 St Luoe BW
W Pifwe' H 341 46
Upy'%Mc 79104 lk"16*5'i 44*"y, To"410 PIE ktpdomotth'4dqow* tw4wtt koboyl 1_601 Pt, ZI "
Job I Truss
WRCDRCL IFL11
Al Roof Trusses, Fort Pierce, FL 34946,
0-1-8
3x6
2
i russ i ype I Qly i Ply !RYAN HOMES / DORAL I I
Floor 2 1 A0197867
Job Reference (optional) I 'op
Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Indust - ries, Inc, Fri Dec 22 13:10:18 20111 Page 1
ID: tdgFhviEVYsgU3b_iPYJ3cyuE5n-3sRmBhtN9zBvgWlaQGrUDX7GeBaUOOvsfuLElxy6Q3p
2-6-0
i
1-3-0 1,-370
Dead Load Deft, = 1/16 in
1,5x4 11 3)(4 1,5x4 11 3x4 1.5x4 11 5x6
3 4 5 6 7 A Q
3x4 3x6 1 .5x4 11 3x4 4X6
LOADING (psi) I SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10,0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr YES
BCDL 5,0 Code FBC2017/TP12014
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.
REACTIONS. (lb/size)
9 856/0-3-8 (min. 0-1-8)
15 856/0-7-4 (min. 0-1-8)
Max Grav
9 856(LC 1)
15 856(LC 1)
FORCES, (lb)
Max, Comp,/Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0,34=-251910, 4-5=-264110,
5-6=-2641/0, 6-7=-901/0, 7-8=-901 /0,
8-9=-902/0
BOT CHORD
14-15=0/1 550, 13-14=012641,
12-13=012641, 11,12=0/2099 WEBS 9-1
1=
0/1 196,2-15=-1714/0, 2-14=0/1071, 6-1 1=-
1324/0, 3-14=-338/0,6-12=0/894, 4-14=-508/
128, 5-12=-455/0 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) Gap between
inside of top chord bearing and first diagonal or vertical
web shall not exceed 0.500in. 5) CAUTION, Do
not erect truss backwards. 12:0-1
CS1, DEFL. in (
loc) Well L/d PLATES GRIP 1 TC 0.71Vert(LL) 0,32 13-14 592 360 1 MT20 244/190 BC 0.84
Vert(CT) 0,41 13-14 459 240 WB 0.57
Horz(CT) 0.04 9 n/a n/a Matrix-S Weight:
78 lb FT = O%F, O%E LOAD CASE(S)
Standard Anthmy T.
lom
4, Io," 01xKI, V, W it, W. M I 1'qm. a WOO "t ,, to ,, 0 W T., .1" k4tj M, bo P1, 80083
lk'N'
in,
a.M4451
St, Lade Blvd.
h1boylAmbi,1101 Flit P
rcp, V1,
34q46
Job Truss
WR. CDRCL FI_12G
0-1-8
8
Plate Offsets (XY)-- [1:Edg 0-0-12]
Truss Type Qty Ply RYAN HOMES / DORAL
FLOOR GIRDER 1 1 i
A0197868
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13110:18 2017
10:tdgFhviEVYsgU3b_jPYJ3cyu E5n-3sRm8titN9zBvgWlaQGrU DX7EGBhiO2XsfuLE 1
3x4 U3
LOADING (pso i SPACING- 2-0-0 1 CSI. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 i TIC 0.87
i
Vert(LL) 0.01 6-7 999 360 MT20 244/190
TCDL 10.0 l Lumber DOL 1.00 I BC 0.44 Ve1Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 M; I Weight: 24 lb FT = O%F, O%E
LUMBER -
TOP CHORD 2x4 SP M 30(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
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
8 110210-7-4 (min. 0-1-8)
5 = 850tMechanical
Max Grav
8 1102(LC 1)
5 850(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-9=-1073/0, 3-9=-1073/0
BOT CHORD
7-8=0/1320, 6-7=011320, 5-6=0/1073
WEBS
2-8=-1734/0, 3-5=-1409/0, 2-6=-282/0
NOTES-
1) Plates checked for a plus or minus 0 degree rotation
about its center.
2) Refer to girder(s) for truss to truss connections,
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 13 1
X 3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase= 1 .00
Uniform Loads (plf)
Vert: 5-8=- 10, 1 A =- 100
Concentrated Loads (lb)
Vert: 2=-756 9=-756
Will"
IN Ili' a l" Anthony T. T,,)mbo 117, P1
80083
4451 St, Lljae Blvd
foF* i%ierrp, K 0446
4pp,,qm t 2014 4 1 W I ... v,,, koh"! I tombl, III P, L tep"licilito of titl l d"wal e Illy lVlm , P, 6II'lloll .4"1 ll,, , M" pt, —.0l, I— A I II¢d 1, Arifkay I I -ho III P I ,
Job Truss
WRCDRCL FL13G
Al Roof Trusses, Fort Pierce, FL 34
0-1-8
i0 2-6-0
1,5x4 11
Truss Type Qty Ply RYAN t4 EisiiibbIRAC
Floor Girder 1 1
ReferenceJob
A0197869
truss,com Run: a,120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 2213:10:192011 Pagel
ID:tdgFhviEVYsgU3b-iPYJ3cyuE5n-Y2?8Llt?wGJiniftmzzMjmlfTCbvB70UOuYSnZNy6Q3o
1-3-0 1-5-12 1-5712Ii
Dead Load DefL = 1/8 in
1,5x4 11
4 it
3X6 3X8 3x3 3x8 MT20HS FP 4x10 3x3
1,5x4 11 3x8
Plate Offsets (X,Y - f1:Edge,0-
1
0-12 - j
I
1 -
1
12:0-
1 -
8,E
I
dge
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017rTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 13-14.
REACTIONS, (lb/size)
14 249310-3-8 (min. 0-1-8)
20 1035/0-7-4 (min. 0-1-8)
Max Grav
14 2493(LC 1)
20 = 1077(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3422/0, 3-4=-3422/0, 4-5=-4341 /0,
5-6=-4341/0, 6-7=-3875/0, 7-8=-3875/0,
8-9=-3875/0, 9-10=-559/1216,
10-23=-559/1216, 11-23=-559/1216
BOT CHORD
19-20=0/2016, 18-19=0/4177,
17-18=0/4341, 16-17=0/4341,
15-16=0/4341, 14-1 5=0/2708
WEBS
10-14=-348/0,2-20=-2228/0,
9-14=-370610,2-19=0/1555,9-15=011389,
3-19=-256/0, 7-15=-318/0, 4-19=-835/0,
6-15=-824/56, 4-18=- 167/593,
5-18=-280156, 11-14=- 1217/422
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center,
18-7-4
CS1. DEFL. in (loc) I/defl
TC 0.60 Vert(LL) 0.29 17-18 761
BC 0A7 Vert(CT) 0.40 17-18 550
WB 034 Horz(CT) 0,08 14 n/a
Matrix-S
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means,
5) CAUTION, Do not erect truss backwards,
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 860
lb down at 15-11 A, and 254 lb down at 20-3-4, and
150 In down and 317 lb up at 22-3-4 on top chord.
The design/selection of such connection device(s) is
the responsibility of others,
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 13-20=-10, 1-12=-100
Concentrated Loads (lb)
Vert: 9=-780(F) 23=- 1 74(B) 24=-90(B)
22-1
L/d PLATES GRIP
360 MT20 244/190
240 MT20HS 187/143
n/a
Weight: 119 lb FT = O%F, O%E
1-tji q0',0W-qo11 "', 10
Anthony 1, Tomb* 71:, P E,, 0 *11!- 104 '4"41sg 0 14 3- tk 4. i *wrot q" s, to loot" 0"'fo,' . '-000 0 P, W, ou 41, W,i k 4 q W !'" .1" soiffi*. * 0-1,k* "'t,
I - oo loss W N 11AW A rl#14111 0 -1911*4 (mP" 'Aii! W".0. %sr' loo,*o 4 Moot st(A Pv o"t., -)'vffs iq.. s I.,
TO 4451 St, Lucie Blvd,
oliyught 0 ?016 A I kool bosses Aothosay 1, loinisti 111, 1`1 litismovew of is's 40(oment, io 40) for*, is proli'liltod oahout flo, -tito Ftwisits I'm 4 1 goof Ir .... s Amltopy I lomlio, 111, P L
Foil, FL 34946
Job Truss Truss Type
Fly
RYANHOMES /DORAL l
WFJCDRCL' FL14 Floor 6 A0197870
1
Qty '_
Job
Reference (optional) - Al
Roof Trusses, Fort- Pierre, FL 34W, design@a 1 truss. cam Run: 8.120 s- Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13 10:19 2017 Page I ID:
tdgFhviEVYsgU3b_jPYJ3cyuE5n-Y2?8LIt'?wGJmlftmzzMjmlfTtbww7RaOuY5nZNy6Q3c 0-
1-8 1-,
3- 2-0-0 Dead
Load Defi. = 1/8 in U3
3x6
1.5x4 11 3x4 1.5x4 11 3X6 FP' 1.5x4 11 3x6 3x3 11 9
Z 4 51 6 7 8 9 10 3x4 -
3x8 7 3x8 MT20HS FP = 3x3 1.5x4 11 3x6 - 3x6 18-
9-0 18-
9-0 P_
1aloOff§ets1'(X'1Yj-- tl:Edge,0-0-12],112:0-1-8,Edgel,[1-8:01-11-810-101-1121LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1,00 j TC 0.62 Vert(LL) 0.33 14-16 677 360 I MT20 2441190 TCDL
10,0 Lumber DOL 1.00 BC 0,82 Vert(CT) 0.45 14-16 494 2140 MT20HS 187/143 BCLL
0,0 Rep Stress Incr YES W6 0.67 Horz(CT) 0.07 11 n/a n/a BCOL
5.0 Code FBC2017rTP12014 Matrix-S Weight: 94 lb FT = O%F, O%E LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* T2:
2x4 SP No.2(flat) BOT
CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS
2x4 SP No.3(flat) Standard BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
coiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 17
1014/0-74 (min. 0-1-8) 11 =
1014/0-3-8 (min. 0-1-8) Max
Grav 17
1014(LC 1) 11
1014(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3161/0, 3-4=-3161/0, 4-5=-3798/0, 5-
6=-3798/0, 6-7=-3153/0, 7-8=-3153/0, 8-
9=-315310 BOT
CHORD 16-
17=0/1887,15-16=0/3768, 14-
15=0/3768,13-14=013798, 12-
13=0/3798,11-12=0/1925 WEBS
2-
17=-2086/0, 2-16=0/1409, 4-16=-671/0, 4-
14=-258/449, 9-11 =-211910, 9-
12=0/1 358, 8-12=-254152, 6-12=-972/0 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Plates checked for a plus or minus 0 degree rotation about
its center. 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, U.,
lhnr C-0! "El tr'QW1"W&(1 S .
ftl"r; V ,0 T":'f W, 0 ft P 01,140 C' N Cup 0, ft"' Im, 6?"to TDO ft ta 19 ttt, rxpiw 4" wittWj An'hor'y I lombo it:, P.E. Wid..' bqw
d 3":WW A I" W, V V * ft *V Wi W rK I I, "..' 0 14 lob W fim dW7." .1.0,40."mw V*.* 4-3'w 0 16 z 80083N txft' hlj'
W U - tflatux S+mtleIMN1I.. P^.' .1 r4g.".1 C, W164 c."M W! 'lr(4: pol"te "4 M.4 SIKA P- ?4- W 10'*.W 611" 0 V 1 4451 St, Lucie Blvd, TWIN. f'"W
Is CT Cult-" hl,'M Fort uieice, FL ' AQ46 opynthiiD 7446A IWIliom
AalhoAlilJorRIC11i PARep,04004., of M, domment. ot CRY Yom, " lRoh,liCtil .4001 flit itniien poww"fim A 11000'"it, hoth.0,4M1,01101
Job Truss Truss I
WRCDRCL IFL15 Floor
Al Roof Trusses, Fort Pierce, FL 34446, designaa 1 truss, core
0-1-8
1, 1 "
1,5x4
1.5x4 3x8 1,5x4 11
024
j-
2 3
TJ-,
9
Qty 1 Ply !RYAN F
6
I'll- — I I I'll1- 1 Job, Refen
Run: 8.120 s Nov 12 2017 Print: S. 120 s Nov 12 2017
ID:tdgFhviEVYs9U3b_jPYJ3cyuE5
1-3-0 11 2-5-0 1- -0
1.5x4 11 3X4
3x4 1.5x4 11 3x6 FP
4 5 6 7 A
OMES/DORAL
A0197871
toe (Optional),
Offek Industries, Inc. Fri Dec 22 13:10:20 201'1 Page I
0FZWZNuehandwpSyXhtylyGcj?FTssk97CqL5py6Q3n
Dead Load Defl. = 118 in
1,50 11 3x8.3x3 11
Q In
3X6 3x12 MT20HS FP 3x3 3x3 3X8 = 3X6
U8
LOADING (psf) i SPACING- 2-"
TCLL 40.0 1 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 I Code FBC2017fTP12014
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 NA:A3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-10 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1133/0-3-8 (min. 0-1-8)
18 1133/0-7-4 (min.0-1-8)
Max Grav
12 = 1133(LC 1)
18 = 1133(LC 1)
FORCES. (lb)
Max, Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3662/0, 3-4=-3662/0,4-5=-4777/0,
5-6=-4777/0, 6-7=-4777/0, 7-8=-4777/0,
8-9=-3689/0, 9-10=-3689/0
BOT CHORD
17-18=012135, 16-17=0/4527, 15-16=0/4527,
14-15=0/4777, 13-14=0/4545,
12-13=0/2181 WEBS 10- 1 2=-
2401/
0, 2-18=-2360/0, 10-13=0/1668,
2-17=0/1689, 9-13=-254/0, 3-17=-259/0,
8-13=-946/0, 4-17=-95710, 8-14=-118/718,
4-15=-105f738, 5-15---396/22,
6-14=-384/30 NOTES- 1) Unbalanced floor
live
loads have been considered for this design. 2) All
plates are
MT20 plates unless otherwise indicated. 3) Plates checked for
a plus or minus 0 degree rotation about its center. 4)
Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc
and fastened to each truss with 3-1 Od (0, 13 1 X 3") nails. Strongbacks
to be attached to walls at their outer ends or restrained
by other means. 5) CAUTION, Do not
erect truss backwards, 0-3-12 Edge],
IT, CSL TC 034 BC
0,
87 WEI
0.80 Matrix-
S LOAD CASE(
S) Standard
20-11-0
I
DEFL. in (loc)
I/
defi L/d Vert(LL) -0A1 13-
14 >602 360 Vert(CT) -0.56
14-15 >438 240 Hor,--(CT) 0.09
12 n/a n/a PLATES GRIP MT20 244/
190 MT20HS
187/143 Weiqht:
103 lb FT =
O%F. O%E k.'jNf"-r* -A
I 1W IVA, V% NJR"' 61144, RK A (30KM OSUVWMT; EWPt"WC. I., (aria;F1 0—, slm'Al Ar ' 100 An' bony I Tr,
mbo T!, P f- 083 X 4451 $4(,
LudeBlvd,
snl.;
7—
lw*4AlltillFortFl- 34946 AAIWVT.
Tomb 111, PJ' zi 'i'"
Job Truss
WP,CDRCL- 1 FL16GE
At Roof trusses, Fort Pierce, FL
1
3494
0111-8
Floor Supported Gable 11 ii , A0197872
t I Job Reference (optional)
Itruss.com Run: 6.120 s Nov 12 2017 Print: 8120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec-22 13:10:20 2617 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-OFZWZNuehandwpSyXhtylyCm2?Sus2p97CqL5py6Q3n
01 11 -8
U3
1 2 3 4 5 6 7 8 9
T1,
o
ST1 ST1 ST1 ST1 VSTI ST1 ST1 ST1 ba
36
35 34 33 32 31 30 29 28 27 3x6
FP 3x3 LOADING (
psf) SPACING- 2-0-0 CS1. TCLL
40.0 Plate Grip DOL 1.00 TC 0.08 TCDL
10.0 i Lumber DOL 1.00 BC 0.01 BCLL
0,0 Rep Stress Incr YES WB 0.03 BCDL
5,0 Code FBC2017fTP12014 Matrix-S 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, REACTIONS.
All bearings 20-1 1-0. lb) -
Max Gray All
reactions 250 lb or less at joint(s) 36,
19, 35, 34, 33, 31, 30, 29, 28, 27, 26,
25, 24, 23, 22, 21, 20 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 14-0 oc. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0. 13 1" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
11-
0 11-
0 U3
3x6
FP 10
11 12 13 14 15 T,
ST1
ST1 ST1 W21 ST1 STI B2
11 )j M 26
25 24 23 22 U3
DEFL.
in (loc) I/defl L/d Vert(
LL) n/a n/a 999 Vert(
CT) n/a n/a 999 Horz(
CT) -0.00 19 n/a n/a 16
17 18 iTi
ST1 21
20 19 PLATES
GRIP MT20
244/190 Weight:
95 lb FT = O%F, O%E 1-
4 111— 1't'04 lc"'N ACT ' N J RNIth jW CCOTIA, iklili* 'Wit- UIX T, WRIN*1 W11", . "A t' ''." Nl r l"., "PrM bli.' ! 1a k N I i 40'—. 4r 10., kqthany
T T,mbo [1', P F, W "
10 r. l-, 1. - t 0 N — t. ." .1w, A'fw k4.1 5" . 1. o 0 A, W" U W'gt' *0 W" 1'* W M I lt"w 0 t' X' W VN 1"" —04'" 'Wor pai'"'10 t Au
w a. i. M's* V— " M V*"-, 0 m W";— i4t,' f—tr'V Hfr NW W4 .-*-4 * J— N D ';4— M 4451 St:, Ijlue 8(,d, Pj(
acF' rt 140,46 C
7016 k I tool I ...s" AMI,"Y I ;0M1,4 111, 1`1 I'F'u4.aw 0i 0'' doiii' eRl '4 Vay N'* a, 0.0MOet .440 th, .0" P"Mmw I'm A I koo busies X0140Y IJ10.0 Ir P zt
JOD I russ l russ I ype Oty I Ply !RYAN HOMES / DORAL
WRCDRCL HJ1 Jack -Open Supported Gable 1 11 A0197873
11JobReference (optional) Al
Roof trusses, Fort Pierce, FL 34946, design@altruss.com 1
Run:
i3.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:21 2011 Page 1 ID:
tdgFlivjEVYsgU3b_jPYJ3cyuE5n-UR7umjvGSuZUXzO950OBrAltsPoubUYlLsaudGy6Q3m 1-
10-10 1-6-1 1-
10-16 161 4,
24 [ In
ME IM a 4x4
U6 !
1 LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 033 Vert(LL) 0.01 1 n/r 90 MT20 2441190 TCDL
10.0 Lumber DOL 1,25 BC 0.02 Vert(CT) -0.00 1 n/r 80 BOLL
0,0 I Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BC
D L 10.0 Code FBC2 0171TPI2014 Matrix-P Weight: 9 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No-2 WEDGE
Left:
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 1-6-1 oc purfins,
BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. tAiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS.
fib(size) 3 =
26f1-6-1 (min. 0-1-8) 2
244/1-6-1 (min, 0-1-8) 4
15/1-6-1 (min, 0-1-8) Max
Horz 2
67(LC 8) Max
Uplift 3 =
26(LC 1 2
202(LC 8) Max
Grav 3
36(LC 8) 2
2"(LC 1) 4
30(LC 3) FORCES. (
lb) Max.
Comp./Max. Ton. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=
1 16mph TCDL=5,Opsf; BCDL=5.Opsf, h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL=
1,60 plate grip DOL=1,60 2)
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSIfTPI
1. 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
chord and any other members, 8)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 26 lb uplift at joint
3 and 202 lb uplift at joint 2. LOAD
CASE(S) Standard
ION
IIMI'N_.0 at llwl. k ko- 1 4.40" Anthony
T. Tombo Ili, P.C. t
80083 4w4!
5P1 wSt, ,Wo1e4W44Fuv30
Truss i Truss type Oty 1 Ply i RYAN HOMES / DORAL
HJ4 i Diagonal Hip Girder 1 1 l Job Reference (opttgrIql)
A0197874
a, FL3494:6,-aesign@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:22 2017 Page 1
ID:tdgFhviEVYsgU3b-jPYJ3cyuE5n-ydhGz3wuDBhL97bLf6vQONH2Qo7EKxwSaWJRAiy6Q31
2-0-11 3-9-1
LOADING (psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1,25
BCLL 0.0 I Rep Stress Incr NO
BCDL 10.0 Code FBC2017ITP12014
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 3-9-1 oc
purlins, except end verticals.
BOTCHORD,
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers- and required
cross bracing be installed during truss erection, in
accordance, with Stabilizer Installation guide.
REACTIONS. All bearings 1-0-8 except (jt=length)
4=Mechanical, 5=Mechanical.
lb) - Max Horz
7= 94(LC 5)
Max Uplift
All uplift 100 lb or less at joint(s) 4,
5 except 7=-146(LC 22). 6=-284(LC 5)
Max Grav
All reactions 250 lb or less at joint(s)
4, 5, 6 except 7=330(LC 19)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-7=-3071193
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph: TCDL=5.Opsf,- BCDL=5.Opsf; h=15ft;
Cat, II; Exp C; Encl., GCpi=0.18 ' MWFRS (envelope);
cantilever left and tight exposed; end vertical left
exposed; porch left exposed; Lumber DOL=1,60 plate
grip DOL=11,60
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,
2x4
1,5x4 1
7 6
3-9-1
3-8-8
CSL DEFL. in loc) I/defl L/d j PLATES GRIP
TC 0.34 Vert(LL) 0.00 5-6 999 240 MT20 244/190
BC 0.08 Vert(CT) -0,00 5-6 999 240
WB 0.06 i Horz(CT) -0.01 4 n/a n/a
Matrix MP Weight: 18 lb FT -- 0%
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 5 except (jt=lb) 7=146, 6=284.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 46
lb down and 129 lb up at 1-7-1, and 34 lb down and
49 lb up at 2-9-0 on top chord, and 42 Ith down and 42
lb up at 1-7-1, and 13 lb down and 48 lb up at 2-9-0
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 (6).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1,25
Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 8=41 (F) 11 =-O(B)
vv,,q V"If .`Vv M ko. W, 1,*., iW W., v* — "W . N WNh
ArIthony T. 11 onito Ifl, ;> E.
08
N— eat , m" All W" uUAa9e In W' Ka elite 0 Wl" ."e W, i6nNr Sknay. T W 1KJ 4-0 p— Vf", 7n i 40'." 1. W i9 T— §"v 7'- 4.0.t—, 4451 StBlvd, Foo "wrre,
H W)46 ZE AOURYI4M6111P'l'
JOD i I russ Truss I ype Qty Ply
1
RYAN HOMES I DORAL
A0197875WRCDRCL1HJ5PDiagonalHipGirder 2
34946, design @altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc,
I
FIri DeIc 22 1110:22761 Page 1 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-ydhGz3wuDBhL97bLf6vQONHzpoOOKxoSaWJRAiy6Q3I
71 -- - - 7-0-2
1-5-0 7-04
20 =-
0-4-i
0-4-4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 019 4-9 443 240
TCDL 0*0 Lumber DOL 1.25 BC 1:12 Vert(CT) 0.19 4-9 450 240
BCLL 00 Rep Stress InGr NO WB 000 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. Mitek -
recommends that -Stabilizers and required 11
Icross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
172[Mechanical 4
88[Mechanical 2
404/0-4-4 (min. 0-1-8) Max
Horn 2
116(LC 4) Max
Uplift 3
109(LC 4) 4
73(LC 5) 2
277(LC 4) Max
Grav 3
172(LC 1 4 =
121 (LC, 3) 2 =
404(LC 1 ) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown, NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
116mph; TCDL=5,Opsf: BCDL=5,Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi=0-18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
porch left exposed; 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 100 lb uplift at joint(
s) 4 except Ot=lb) 3= 109, 2=277. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 38 lb
down and 42 lb up at 4-2-8, and 38 lb down and 42 lb
up at 4-2-8 on top chord, and 49 lb down and 7 lb up
at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb
down and 44 lb up at 4-2-8, and 17 lb down and 44 lb
up at 4-2-8 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
lncrease=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
11 =-7(F=-3, 8=-3) 12=-1 7(F=-9, B=-9) Dead
Load Defl. = 1/8 in PLATES
GRIP MT20
244/190 Weight:
24 lb FT = 0% 4'.-
Anthony
T. lambo :11, P1 800,
83 4451
St. Lucie Blvd, 1W"
Aff _ Fwt
pierce, FL 34946
Job I Truss I Truss Type
WP.CDRCL HJ7 Diagonal Hip Girder
A
Al -Roof trusses, Fort Pierce, FL 34946, design@a I truss,com Rut
1-5-0 5-2-9
DORAL
A0197876
120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fi
ID:tdgFhvjEVYsgU3b,jPYJ3cyuE5n-QpFfBOwW-VpCnHAXCr
9-10- 1
4-7-8
2x4 1.5x4 k 1 5
3x4 -
10-1 1
4-7-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d
TCLL 20.4 Plate Grip DOL 1.25 TC OA1 Vert(LL) 0,03 6-7 999 360
TCDL 10.0 Lumber DOL 1.25 i BC 0,51 1 Vert(CT) 0,08 6-7 999 240
BCLL 0,0 Rep Stress Incr NO i WEI OA3 Horz(CT) 0,01 5 n1a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.03 7-10 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 5-9-8 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 9-10-1 oc bracing, MiUk
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 4
135/Me-chanical 2 =
541/0-4-9 (min. 0-1-8) 5 =
370/Mechanical Max
Herz 2 =
169(LC 4) Max
Uplift 4
98(LC 4) 2
238(LC 4) 5 =
97(LC 8) Max
Grav 4 =
135(LC 1) 2
541 (LC 1 5
370(LC 1 FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
11 =-973/261, 3-11 =-914/269 BOT
CHORD 2-
13=-356/915, 13-14=-356/915, 7-
14=-356/915, 7-15=-3561915, 6-
15=-356/915 WEBS
3-
7=0/292, 3-6=-9731378 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; CaL
11; Exp C; Encl., GCpi=0.18, MWFRS (envelope); cantilever
left and right exposed; end vertical left exposed;
Lumber DOL=I .60 plate grip DOL=11,60 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.
0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 4, 5 except (jt=lb) 2=238. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 41 lb
down and 47 lb tip at 4-2-8, 41 lb down and 47 lb up
at 4-2-8, and 71 lb down and 98 lb up at 7-0-7, and
71 lb down and 98 lb up at 7-0-7 on top chord, and
9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb up
at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and
36 lb down at 7-0-7, and 36 lb down at 7-0-7 on bottom
chord. The design/selection Of Such connection
device(s) is the responsibility of others. 8)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber increase=1,25 Plate
Increase=11.25 Uniform
Loads (plf) Vert:
1 A =-60, 5-8=-20 Concentrated
Loads (lb) Vert:
12=-83(F=A2, 6=-42) 13=-7(F=-3, B=-3) 14=-
17(F=-9, B=-9) 15=-71(F=-36, B=-36) PLATES
GRIP MT20
244/190 Weight:
41 lb FT = 0% op
44— tq—;A,,W It TV. .4 tu,IN Iot .,I, —Ir- L !^rnb, :11, ).E. 0
1" T t"" W4 w0 N I— N "*q hq. t» :,votI 0 r. W, ot, 4, .4 M .6 RI It a to, M "t - tO 0 i— .3,04 " Xq nAU*. .4 Nv M V N Z $908 3 4451
St. Lucie Blvd_ Fort ;)
erce, FL 34946 8nthohy1J.
461111"L hPloo"010. of 66 dowmeol, on any tot.,,, pohibled w,Ihcouht ."itto ptuitWofl fiom A-i Roof 1w,"
Job Truss Truss Type aty Ply
Jack
RYANHOMES)bbkAL -
7877WRCDR('-L IJ4 I -Open 1 jA019 1
34946,
design @a 1 truss,com iffimm
U3
11 120
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10!24 2011' Page 1 ID:
tdgFhviEVYsgU3b_jPYJ3cyuE5n-u0plOkx8lpx2ORlkmXyuToNOcclOorHllqoYEby6Q3j 3-
11-4 1-
11111 11 '-' - 11 1 - , I ' 11 11 1 - ',- I
I "I LOADING (
Psf) SPACING- 2-0-0 Csl. DEFL, in loc) I/defl L/d TCLL
20,0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0,05 4-5 896 240 TCDL
10.0 Lumber DOL 1.25 BC 0,36 Vert(CT) 0.02 4-5 999 240 BOLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 3 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MR LUMBER -
TOP
CHORD 2x4 SP N0,2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-11-4 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. I-
MiTe-k-recommiends that Stabilizers and required cross
bracing be installed during truss erection, in accordance-
with Stabilizer Installation guide, I REACTIONS. (
lb/size) 5
233/0-7-4 (min. 0-1-8) 3 =
97/Mechanical 4
40/Mechanical Max
Horz 5 =
90(LC 9) Max
Uplift 5
110(LC 8) 3
75(LC 12) 4
48(LC 9) Max
Grav 5
233(LC 1) 3
97(LC 1) 4
70(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=
l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed; 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 100 lb uplift at joint(
s) 3, 4 except (jt=lb) 5= 110. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
15 lb FT = 0% jCV;
Mot Q'I'-rw 004 . M tifkle
to, '
An!
hony T. Tomb, 11, '.E 0WI., h*"t w'q' .,W*. W o,.n imV 0 80083
U .. "
Woo k' COV ?,1 -04 o" 01 ow.»' .0"I To, 1'." D'ur f"" i, IN * 40o; 1', tlq- e f W" 1411 4451 St. Lucie Blvd, iitpodo(
tw of thts ow-col"n 0.) lot., isprohibded .4to the w posswfrom A I kof Ttuslfs oit
P:etce, FL 34946 M
Zi
Job Truss Truss Type 1 Qty 1 ply RYAN HOMES I DORAL
A0197878
t VRCDRCL' J5P Jack -Open 13
FL 34946, baltruss,Gom Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-uOp1Okx8lpx2OR
1-0-0 5 0-0
1-0-0 5-0-0
LOADING (psf) i SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1,25
BCLL 0.0 Rep Stress Incr YES
BCDL 10-0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood Sheathing directly applied or 5-0-0 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommend- s that Stabilizers and requ ired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
3 119/Mechanical
4 56/Mechanical
2 280/0-3-0 (min, 0-1-8)
Max Horz
2 104(LC 12)
Max Uplift
3 76(LC 12)
4 49(LC 9)
2 144(LC 8)
Max Grav
3 119(LC 1)
4 85(LC 3)
2 280(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5-Opsf; h=1 5ft;
Cat, 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; 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,
2x4
3- 5-0-09 ;31
CS1. DEFL in loc) I/deft Ud PLATES GRIP
TC 0,45 Vert(LL) 0.09 4-9 670 240 MT20 244/190
BC 0,41 Vert(CT) 0.04 4-9 999 240
WB 0.00 Horz(CT) 0,01 3 n/a n/a
Matrix -MP Weight: 17 lb FT = 0%
5) Refer to girder(s) for truss to truss connections,
6) Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ot=lb) 2=1 44.
LOAD CASE(S)
Standard
Anhony t I-Dm4o III,
80083
4451 St. Lucie Blvd,
Fort Oei(e, Ft, 34946
hilinyl ploli'Med •f[ho"uht -Vel pows""I'm A I tool Imm
Job Truss I Truss Type
WRCDRC-L J7 Jack -Open
I - - Qty Ply RYANHOMESIDORAL
10 i JAO - 1 - 97879 34946,
design@a1truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 1110 5 2611 ID:
tdqFhvjE\/YsgU3b_jPYJ3cyuE5n-MCMPc4ymW63v0aKwKET7?OvPWO-TX[XuGUY6m 1-
0-0 7-0-0 1 '
i-old I -- -- - - I'll-, - - 11 1 7-
6-6 - - I
3x4
7-
0-0 LOADING (
psf) SPACING- 2-0-0 CSL ID E F L in Inc) I/clefl L /d TOLL
20.O Plate Grip DOL 1.25 i TC 0.93 Vert(LL) 0.10 4-7 823 360 TCDL
10 0 Lumber DOL 1,25 BC 0.75 IVert(CT) I0,24 4-7 349 240 BOLL
0.0 Rep Stress Incr YES W13 0.00 Horz(CT) 0,01 3 n/a n/a BCDL
10.0 Code FBC2017[TP12014 Matrix -MP Wind(LL) 0.21 4-7 399 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc; bracing. Mifek,
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
183/Mechanical 2
342/0-3-8 (min, 0-1-8) 4 =
91/Mechanical Max
Herz 2
156(LC 12) Max
Uplift 3
129(LC 12) 2
99(LC 12) Max
Grav 3
183(LC 1) 2
342(LC 1) 4
128(LC 3) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C, End., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed,C-C for member-, 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 100 lb uplift at joint(
s) 2 except (jt=lb) 3= 1 29. LOAD
CASE(S) Standard
Dead
Load Deft. = 1/8 in o
PLATES
GRIP MT20
244/190 Weight:
23 lb FT = 0% Anhcny
T. Turnbo it;, pf" aiiWwq" I* I-0, 1K *V 1 '44p.wo 1. 0 80083
4451
St. Lucie Blvd, Atilhoityl,
lombollLP1. Rep,koilm iii M, ilowmenio—V f0m, is ploh*t'd .Ithvoi the powsm tpm At Rof lw'a ort P
erce, FL 34946
Job Truss truss Type
WVRCDRCL' LWG Hip Girder
A0197880
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:26 2017 Page 1
ID:tdgFhviE\/YsgU3b_jPYJ3cyuE5n-qOwnpQzOGQBmekv6ux-MYDSizQNJGk42V8[ifJTy6Q3h
1-0-0 1 -5-" 9-0-0 1 14-0-0 15-0-0--
11-6-6 5-0-0 4-0-0 5-0-0 1-0-0
Avd -
1.5x4 11 1,5x4 11
3x4 3x4 --
3 5-0-0 9-0-0 13-8-8 00
0-3 4-8-8 4-8-8
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0,09 7-8 999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.52 Vert(CT) 0A0 7-8 999 240
BCLL 0"0 Rep Stress Incr NO WEI 0.11 Horz(CT) 0,03 5 n1a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 52 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 4-4-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-2 oc bracing.
Kkfek" recommends that Stabilizers- and required
cross bracing be installed during truss erection, in I
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
2 909/0-3-0 (min. 0-1-8)
5 909/0-3-0 (min. 0-1-8)
Max Horz
2 = 40(LC 32)
Max Uplift
2 = 591(LC 4)
5 = 591(LC 5)
Max Grav
2 = 909(LC 1)
5 909(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-3=- 1589/1071, 3-19=- 142511017,
4-19=- 142511017, 4-5=- 1589/1071
BOT CHORD
2-8=-928/1412, 8-20=-939/1425,
7-20=-939/1425, 5-7=-928/1412
WEBS
3-8=-164/288, 4-7=-164/288
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope):
cantilever left and right exposed ; end vertical left
exposed; porch left and right exposed, Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending,
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 100 lb uplift at
joint(s) except Ot=lb) 2=591, 5=591.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 193
lb down and 213 lb up at 5-0-0, and 64 lb down and
86 lb up at 7-0-0, and 193 lb down and 213 lb up at
9-0-0 on top chord, and 109 lb down and 173 lb up at
5-0-0, and 45 lb down and 69 Ib up at 7-0-0, and 109
lb down and 173 lb up at 8-11-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20
Concentrated Loads (lb)
Vert, 3=-146(B) 4=-146(B) 8=-96(B) 7=-96(B)
1 9=-59(B) 20=-36(B)
I :— k5'!—k'*E'Yw'P S—ft, tq— 'o, too ON ""4W W 1, J,,,r,4 ft .* jq, jor W, ,N Ja I An*,h,)ny -1. Tomb,? :11, D. E
7$0083
4451 St, Woe 51,,d,
Part ;Nwe, R, 34946
oppilto C0016 A I toot bomi WitooylAomboill, PA, Rep,04oatoo of lit" dot mol' m QAY lotto'.s lomit'Wed adool thewore' ptmwo. I'm A I Roof Twsel Zh
Job Truss Truss Type Qty I Ply RYAN HOMES/ DORAL
WRCDRCL L02 Common 12 1 1A0197881 t
Pierce, esign@a 1 truss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13: 10,27 26 1 -
0-0 7-0-0 1
D:tdgF hviEVYsgU3b_jPYJ3cyuE5n-JbU91 m_1 1 kJd FuUlRfVb5R?pvpih?BEBko 1 I -
11 1 - 114_-0-0 15-0-0 4-
0-6-1 7-0-0 7-0-0 1-0-0 4x4
3x4 :-
l,5x4 11 LOADING (
psf) I SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL
20,0 i Plate Grip DOL 1,25 TC 0.68 Vert(LL) 0,05 6-11 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.10 6-11 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.12 f Horz(CT) 0.02 4 n/a n/a BCDL
10.0 Code FBC2017rrP[2014 Matrix -MS j Wind(LL) 0.15 6-16 999 240 LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No,2 WEBS
2x4 SP No.3 BRACING-
TOPCHORD
Structural
wood sheathing directly applied or 5A-3 oc; purlins.
BOT
CHORD Rigid
ceiling directly applied or 5-1-0 or; bracing. Mitak
recommends that Stabilizers and I
req
uired cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2
620/0-3-0 (min, 0-1-8) 4
620/0-3-0 (min. 0-1-8) Max
Horz, 2 =
53(LC 17) Max
Uplift 2
335(LC 8) 4
335(LC 9) Max
Grav 2 =
620(LC 1) 4
620(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-814/1306, 3-4=-814/1306 BOT
CHORD 2-
6=-1054/683, 4-6=-1054/683 WEBS
3-
6=-570/300 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=l 50mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=1 5ft; Cat.
It: Exp C, Encl., GCpi=O. 18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
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 100 lb uplift at joint(
s) except Ot=lb) 2=335, 4=335. LOAD
CASE(S) Standard
3x4
PLATES
GRIP MT20
244/190 Weight:
51 lb FT = 0% An-
hiny I, 1)Mbo 111' P f- Wt, . ...... i*ht, 0 N. r. 0—', uft',,a t4 1.4" r 0 N K *,I t4r!* W R I Wue 0 14, Wee "! to -I * t"' wl" oafoo. ea ej lt* 't Z $0083 It,
I ft*M4451 St.
Woe Blvd. U.. MaeN01.4 IT 011.% —4 If, €n—!' W e, kluf I", S!'q. Eq— V oa "Aq A:[ *at't 14,od . III I Fait Pierce,
FL 34946 A! AnIhottyl, looth. III, P't hp000ttiop of th" ta"Ment"o ORY Iota, it pfoah'ted.4001 the oneo pvtomm fitto A I Roof Itmes
WRCDRCL' M1G
Al Roof trusses, Fort Pierce, R
ROOF SPECIAL GIRDER
A0197882
1@a1truss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:27 2017 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-JbU91m_1 1 kJdFuUlRfVb5R?vGpgE?CSBkolCrvy6Q3g
1170-0 0-10-8 1-07Pi -
i 0-0 0__1 6--if a-1-8 2-0-0
1# 41.5x4 !I
4x4 1.5x4 11
0-10-8 f-0 3-0-0-
0--1m d-it 2-0-0 Plate-
Edge,0-2- 11,12:0-4-7,0- Offset-$ V,Y)77- L?:1 _01-_1101, L2:0-107' 8,0-Mj, 13:0-2-7,_0-1-12]- I
1 11,111,111, LOADING (
psf) 1
SPACING-
2-0-0 1
CSL
DEFL. in loc) I/defl L/d j PLATES GRIP TCLL
20,0 Plate Grip DOL 1.25 125TC 0,27 Vert(LL) 0.01 6 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.04 5-6 955 240 BCLL
0.0 - I Rep Stress Incr NO WB 0.04 Horz(CT) 0,01 2 n/a n1a BCDL
10.0 I Code FBC2017rTP12014 Matrix -MP Wind(LL) 0.01 6 999 240 Weight: 14 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No,2 WEBS
2x4 SP No-3 WEDGE
Left:
2x4 SP No-3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. Mitekr-
e-co-mme-ndst-hatSta-bili-zersan-d-req-uired cross
bracing be installed during truss erection, in 1
accordance with Stabilizer Installation guide. REACTIONS. (
lb/size) 5
193/Mechanical 2
313/0-8-0 (min.0-1-8) Max
Horz 2
61 (LC 8) Max
Grav 5 =
252(LC 2) 2
318(LC 2) FORCES. (
lb) Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat,
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever
left and right exposed; end vertical left exposed;
Lumber DOL=1 .60 plate grip DOL=1.60 2)
Provide adequate drainage to prevent water pending. 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)
Refer to girder(s) for truss to truss connections. 7)
Load case(s) 2, 14, 15, 16, 17, 18, 20, 21, 32, 33, 34,
35 has/have been modified. Building designer must
review loads to verify that they are correct for the intended
use of this truss. 8)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 90 lb
down and 96 lb up at 1-0-0 on top chord. The design/
selection of such connection device(s) is the responsibility
of others. LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=11.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 5-7=-20 Concentrated
Loads (lb) Vert:
3=32 6=-250 2)
Dead + 0,75 Roof Live (balanced) + 0.75 Attic Floor-, Lumber
Increase=11,25, Plate Increase=1,25 Uniform
Loads (plf) Vert:
1-3=-50, 34=-50, 6-7=-20, 5-6=-80 Concentrated
Loads (lb) Vert:
3=32 6=-250 14)
Dead: Lumber Increase=0,90, Plate Increase=0,90 Pit,
metal=0.90 Uniform
Loads (plf) Vert:
1-3=-20, 34=-20, 6-7=-20, 5-6=-100 Concentrated
Loads (lb) Vert:
3=32 6=-250 15)
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor 0.
75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
11.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-2=-59, 2-3=-66, 3-4=-29, 6-7=-20, 5-6=-80 Horz:
1-2=9,2-3=16, 3-4=-21 Concentrated
Loads (lb) Vert:
3r80 6=-1 50 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:
1-2=-32, 2-3= -40, 3-4=-29, 6-7=-20, 5-6=-80 Herz:
1-2=- 18, 2-3=- 10, 3-4=-21 Concentrated
Loads (lb) Standard
17)
Dead + 0.75 Roof Live (bal.) + 035 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-2=-21, 2-3=-29, 34=-42, 6-7=-20, 5-6=-80 Herz:
1-2=-29, 2-3=-21, 3-4=-8 Concentrated
Loads (lb) Vert:
3=62 6=-150 18)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,
75(0,6 MWFRS Wind (Neg, Int) 2nd Parallel): Lumber
Increase=1 .60, Plate lncrease=1.60 Uniform
Loads (plf) Vert:
1-2=-35, 2-3=-42, 3-4=-42, 6-7=-20, 5-6=-80 Horz:
1-2=-15,2-3=-8,34=-8 Concentrated
Loads (lb) Vert:
3=71 6=-150 20)
Reversal: Dead + 0.75 Roof Live (balanced) + 0,7E Attic
Floor: Lumber Increase=11.25, Plate Increase=
1.25 Uniform
Loads (plf) Vert:
1-3=-50, 3-4=-50, 6-7=-20, 5-6=-80 Concentrated
Loads (lb) Von:
3=80 6=-250 21)
Reversal: Dead: Lumber Increase=0.90, Plate Increase=
0.90 Pit. metal=0.90 Uniform
Loads (plf) Vert:
1-3=-20, 3-4=-20, 6-7=-20, 5-6=-100 Concentrated Loads (
lb) Vert: 3=
32 6=-250 32) Reversal:
Dead + 0.75 Roof Live (bal.) + 035 Attic Floor + 0.
75(0,6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
1,60, Plate Increase=1.60 Uniform Loads (
plf) Vert: 1-
2=-59, 2-3=-66, 34=-29, 6-7=-20, 5-6=-80 Herz: 1-
2=9, 2-3m 16, 3-4=-21 Concentrated Loads (
lb) Vert: 3=-
1 9 6=-1 50 33) Reversal:
Dead + 0.75 Roof Live (baL) + 0.75 Attic Floor + 0.
75(0,6 MWFRS Wind (Neg, Int) Right): Lumber Increase=
11.60, Plate Increase=1.60 Uniform Loads (
plf) Vert: 1-
2=-32, 2-3=-40, 3-4=-29, 6-7=-20, 5-6=-80 Horz: 1-
2=-18,2-3=-10, 3-4=-21 Concentrated Loads (
lb) i-ontinueo
on page 2 v DF L: O—U4 V- 1 ou tE Anthony
I
I ombo 111, P, I,, o J'!' 4'W 0. ijoN rasa Iq W, ift rr wo'm' dN# 4451
St
LoCiA Blvd, 34W, qY'
41il2'
7WA lkollw"s klh.yt T.Mb011 P.E.lintl ...... Whoyl 6mlifll! Pk
Job ( I russ I ype Qty Ply RYAN HOMES / DORAL I
WRCDRCLM1G !ROOF SPECIAL GIRDER 1 -e (
optional) A0197882
I
russ All-
Rooft Trusses, Fort Pierce,- R 34946,design@altruss,corn -MiTek Industries, Inc. Fri Dec 22 13:10:28 201 -7 Page 2 j
Job Referenr ru
Run: 8 120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 IDtdgFhviEVYsgU3b,
jPYJ3cyuE5n-nn2YE6_foI SUt23V?MOqdeX40DOTkfiKyRmmNMy6Q3f LOAD CASE(
S) Standard Concentrated
Loads (
lb) Vert: 3=-
37 6=-150 34) Reversal:
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-
2=-21, 2-3=-29, 3-4=-42, 6-7=-20, 5-6=-80 Horz: 1-
2=-29, 2-3=-21, 3-4=-8 Concentrated Loads (
lb) Vert: 3=-
37 6=- 150 35) Reversal:
Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor + 0,
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1 .60, Plate Increase=1.
60 Uniform Loads (
plf) Vert: 1-
2=-35, 2-3=-42, 3-4=-42, 6-7=-20, 5-6=-80 Horz: 1-
2=-15,2-3=-8, 3-4=-8 Concentrated Loads (
lb) Vert: 3=-
28 6=- 150 4 '. 0 *
s 1,'. * 'q Win . w e Pa 9.. 1* 0—" m*'* "A a th lowee D"", a 1w it '. 4, 0 11,' i.rt,alada w*'M saga nlldnn .0 WR A04sx "$I.," a fear 4451 St,
Lude Blvd, iP w W., o'd 1w, K! Fort Piwe, FL
34946 Awhoeyl. I.Mbo
III, PA. hPiwomo. of le'kofflefti'm e0l let., is pohibded witkcw the -tte. pommw NM k I Real I'm"
WRCDRCL' iM2 Half Hip 5 1
A0197883
Al Roof trusses, Fort Pierce, FL 34946,
1
design@altruss.com
1-0-0
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 22 13:10:28 2017 Page I
ID:tdgFhviEVYsgU3b_jPYJ3cyuESn-nn2YE6_foISUt23V?MOqdeX66D9ekeiKyRrnmNMy6Q3f
1-0-0 3-0-0
4x4 U4
LOADING (psf) SPACING- 2-0-0 Csl. i DEFL. in floc) Waft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 8 999 360
TCDL 10,0 i Lumber DOL 1.25 BC 0,14 Vert(CT) 0.00 5-8 999 240
BCLL 0,0 Rep Stress Incr NO i WEI 0A0 Horz(CT) 0.00 5 n/a n/a
BCOL 10.0 Code FBC2017/TP12014 i Matrix -MP Wind(LL) 0.00 8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
rvfifek, recommends that Stabilizers and -requir ed
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 54210-8-0 (min. 0-1-8)
5 296/Mechanical
Max Herz
2 = 61(LC 12)
Max Uplift
2 = 27(LC 12)
5 = 26(LC 9)
Max Grav
2 5421LC 1)
5 346(C 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-583/260
BOT CHORD
2-5=-197/435
WEBS
3-5=-493/223
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,0pst BCDL=5.Opsf: h=25ft;
Cat, 11; Exp C; Encl., GCpi=O 18; MWFRS (envelope)
and C-C Exterior(2) zone: cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water pending.
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
20,0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 5.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s).
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1,25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-6=-20
Concentrated Loads (lb)
Vert: 3=-550
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 0%
4451 Sr ,acts Nyd
lwl, 'q+*,Fcf,, it WAG
ap"JMO' Z016A lboll'wf' AN1,0.1 lm@*gt Fl, ttf4.1%. 011to 00wftW-"' low,, p*b0d r44.1 lt,t ."TWF—w'" h.. A tkoglimm Olktfl 10.Wll PT
WRCDRCL IM3
Truss Type
Jack -Closed
RYAN HOMES If DO
A0197884
Al Roof Trusses,
1,_ '"', _ j __[Job Reference (optional)
truss.com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 112 2617 MiTek Industries, Inc. Fri Dec 2213:1
ID:tdgFhviEVYsgU3b-jPYJ3cyuE5n-FzcwRS?HZLaLVCehZ4X3As4HfdVcT61
1-0-0-
3-0-0
4x4 = 1.50 11
3-0-0
Plate- Off-se-ts-(X,Y)-_- [2:0-0-A,0-0-5]1 [2._P-4-7,0- -1
1
9)
LOADING (pso I SPACING- 2-0-0 i CS1. DEFL. in loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.15 Vert(LL) 0.00 4-7 999 360 MT20 244/190
TCDL 10,0 Lumber DOL 1 '25 BC 0,16 Vert(CT) 0,01 4-7 999 240 I
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0-00 2 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matnx-MP Wind(LL) 0.01 4-7 999 240
1
Weight: 15 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-40 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 104/Mechanir-al
2 185/0-8-0 (min, 0-1-8)
Max Herz
2 11 7(LC 12)
Max Uplift
4 74(LC 12)
2 = 35(LC 12)
Max Grav
4 126(LC 19)
2 = 185(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,OpSf; h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=l .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 I O.O psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections,
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, Z
LOAD CASE(S)
Standard
41
W-4
An -bony To,'o,w 01" Too 1w .! a.4 T"', .4 o
lornbo III,
s 't w'.ft, IMM o*NA- .4 ro., #%,won 4".m 11w m, ?'t.' 4451 St, Lucie, Blvd,
Fort P eice, FL 34946
Ppy"IbI 0 7016 4 1 W1 Imsts ARthemy 1, lob. III, P1 ktplodvoin of lk.s 6mmi"D 4ov tbt%'plah'44d oothol tht -"e. ptimWoA bo k I Rot I'mes ARtloofty I Tomiro 111, P L
Truss Type
VRCDRCC M3GE Monopitch Supported Gable 1 1
I'll - -- - 1
1
A0197885LbReference (optional)
At lkoof Trusses, Fort Pierce - , FL 34946, design@a 1 truss.com Run: 8,120 s Nov 12 2017 Print: 8,1120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:1049 2017 Page
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-FzcwRS?HZLaLVCehZ4X3As4iddXkT6eUB5WJvoy6Q,
1-0-0 f- 3-0-0
1-0-6 3-0-0
2
6 5
4x4 1,5x4 11 1 5x4 I I
LOADING (pso SPACING- 2-0-0 CS1. i DEFL. in (loc) Well L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,09 I Vert(LL) 0.00 1 n/r 90
TCDL 10,0 Lumber DOL 1.25 BC 0,03 Vert(CT) 0.00 1 n/r 80
BCLL 0,0 Rep Stress Incr YES WB 0,06 Horz(CT) 0.00 n/a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP N01
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purfins, 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 = 64/3-0-0 (min. 0-1-8)
2 111/3-0-0 (min.0-1-8)
6 114/3-0-0 (min, 0-1-8)
Max Horz
2 = 120(LC 12)
Max Uplift
5 40(LC 12)
2 19(LC 8)
6 99(LC 12)
Max Grav
5 74(LC 19)
2 111(LC 1)
6 148(LC 19)
FORCES. (lb)
Max. Comp,/Max. Ten, - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-259/190
NOTES-
1) Wind: ASCE 7-1 O; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Extehor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1 .60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) 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 chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 2, 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 16 lb FT = 0%
1-4 N't UKU4 TrNs "' UECp Pqkli I'm t .AVTI'M VPI* ru-ir 4krxcE r*T, ww" k, V-1j3* "t V, W., 1 4.0 IR t ! ta#a>m,S4tl W, ru. 6k- r1* 1k IM
Aithmy T, lonibo 11-, P.E.
Z 800183
4451 St Lu< ie 61A
F(W 11((we, W)4(,
11,011-it, Aslh.yi 14ah4111,1`1 kph-1 1u 4111 pf.
Job True
WRCDRCL IM4
RYAN HOMES /
A0197886
Pierce, FL
1i (Job _Reference optional}
Run: 8.120s Nov 12-2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 2213:
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-jAAlfoOvKfiC6MCt7n3ii3dPXlro(
1-0-12 3-10-12
1 1-6-12 I - 11346-lii- 1 ._1
6 3x4 -
U4 ,
U4
1.5x4 iI
3-10-12
Plate Offsets (X Y)- [2:9-1-12,0 -1-8]
LOADING (psf) SPACING- 2-0-0 C-SI. DEFT. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 i Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0,02 4-5 999 240 MT20 244/190
TCDL 10,0 Lumber DOL 1,25 BC 0.19 Vert(CT) 0,01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WEI 0.09 HoFz(CT) 0.00 7 n/a uld
BCDL 10,0 Code FBC2017ITP12014 Matrix MP Weight: 29 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 3-10-12 oc,
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
f MiT e-117 recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance- with, Stabilizer Installation guide.
REACTIONS. (lb/size)
5 217/0-7-4 (min. 0-1-8)
7 138/0-3-0 (min. 0-1-8)
Max Horz
5 126(LC 9)
Max Uplift
5 = 30(LC 8)
7 = 127(LC 12)
Max Grav
5 217(LC 1)
7 = 145(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOT CHORD
4-5=-255/204
WEBS
2-4=-233/287
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown: Lumber DOL=11,60 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-" wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 7 considers parallel to grain value
using ANSI[TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5 except (ft=1b) 7= 127 .
LOAD CASE(S)
Standard
Too "t, Ap-,hony T. TaMbo T, P.E.
Z' 80083
4451 St, Lune Blvd,
Fart ;Xeice, FL 34946
f,9h1024I6A Itoollmsts ReprRi"di.0 of th'i do(CM.41. iC CRY INW, " PICA'W'd Rithol 14 .'Cteg pemwoft Gem A-Illolliosses-An daaa,taaa6o ill P.E.
Truss
WRCDRCL' M5G
Al Roof Trusses, Fort Pierce, FL
Half Hip Girder
A0197887
1truss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-BMkgs8lX5yq3kVn4gVaXFH9d7RCWN
1-0-12 2-0-13 3-10-12
1,5x4 !I
1,3X4 I! 1.3x4 i!
10
3x4 :
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lld
TCLL 20,0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 6 999 240
TCDL 10.0 Lumber DOL 1,25 BC 0.07 Vert(CT) 0.01 6 999 240
BCLL 0,0 Rep Stress Incr NO WEI 0 .09 Horz(CT) 0.00 9 n/a n/a
1BCDL 0.0 Code FBC2017/TP12014 i Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No-3
OTHERS 2x4 SP No-3
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 3-10-12 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that StabilizersI I
I "I an
I
d -
required I
I cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 7 =
237/0-7-4 (min. 0-1-8) 9
196/0-3-0 (min, 0-1-8) Max
Harz 7
90(LC 27) Max
Uplift 7 =
66(LC 4) 9
192(LC 8) Max
Grav 7
237(LC 1) 9
196(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown, NOTES-
1)
Unbalanced roof live loads have been considered for this
design, 2)
Wind: ASCE 7-10; Vult= I 50mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5,Opsf- h=1 5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope): cantilever
left and right exposed; end vertical left exposed;
porch left exposed; Lumber DOL= 1 .60 plate grip
DOL=1.60 3)
Provide adequate drainage to prevent water 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)
Bearing at joint(s) 9 considers parallel to grain value using
ANSI/TPl 1 angle to grain formula. Building designer
should verify capacity of bearing surface, 8)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 7 except Ot=lb) 9=192. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 28 lb
down and 54 lb up at 2-0-12, and 64 lb down and 84
lb up at 3-5-8 on top chord, and 14 lb down and 38 lb
up at 2-0-12, and 51 lb down and 57 lb up at 3-5-8 on
bottom chord. The design/selection of such connection
device(s) is the responsibility of others. 10)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated
Loads (lb) Vert:
4=-64(B) 5=-30(6) 6=-l(B) PLATES
GRIP MT20
244/190 Weight:
26 lb FT = 0% po"
Hofsr, ftWr, l"'14 .*Mw, 4.1N Anthony T. Tombo 711, P.E. Wciqw,",
kA*1k,1,W .444" W k-1 141,,t IV 0 80083 4451
St. Lucie Blvd. to,"
is s:,*W q" M4 k 01 W's . ..... I Iii, I post Piefce, Fl_ 3490 4posioili.
0 oflls,S imm"t"A 44Y low is polsibiled illsovi tht -meo ptws,ibo hom A I Roof Imm
JOD 1 Fuss truss i ype U'y P'y RYAN HOMES / DORAL I
WRCDRCL M6 Half Hip 1 A0197888114ol:r Reference loptionq1), — I I I'll .
I
i oi1r_ agelAtRoofTrusses, Fort Pierce, FL. 34946, design@a1truss.com Run: 6:120 s Nov 12 2017 Print: 8.120 s Nov 12 X1 7 MiTek Industries, Inc. Fri Dec 22 13:1 GJ_ 2 Page
ID:tdgFhviEVYsgU3b--jPYJ3cyuE5n-BMkgs81 X5yq3kVn4gVaXFH9cPRBdx?xneP?Q—hy6Q3c
1-0 -12 3-3-13 4-10-
1-6-12 3-3- 13 0-6-1Y
U4 3
1 5x4 l I
Plate Offsets (X,Y)-- [2:0-1-12,0-1 -El], [3:0-2-0,0-0-6]
LOADING (ps i SPACING- 2-0-0 CSL
TCLL 20.0 i Plate Grip DOL 1.25 TC 0.20
TCDL 10.0 i Lumber DOL 1.25 BC 0,19
SCLL 0.0 Rep Stress Incr YES WB 0,07
BCDL 10.0 Code FBC2017ITPI2 014 Matrix -MP
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 3-10-12 oc
purilins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiT4 recommends that Stabilizers an
I
d required
cross bracing be installed during truss erection, in
accordancewithStabilizer Installation guide. REACTIONS. (
lb/size) 5
218/0-7-4 (min, 0-1-8) 6
119/0-3-0 (min, 0-1-8) Max
Horz 5
120(LC 9) Max
Uplift 5 =
30(LC 8) 6
107(LC 12) Max
Grav 5
218(LC 1) 6
123(LC 19) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf: BCDL-5.Opsf: h=15ft: Cat.
11; Exp C, Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone, cantilever left and right exposed;
end vertical left exposed; porch left exposed;
C-C for members and forces & MWFRS for reactions
shown; (-umber 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. WZ
I 3x4 B1
6 4
3x4
6-
DEFL.
in (loc) I/defl L/d PLATES GRIP Vort(
LL) O.02 4-5 >999 240 MT20 244/190 Vert(
CT) 0.01 4-5 >999 240 Horz(
CT) 0,00 6 n/a n/a 5)
Bearing at joint(s) 6 considers parallel to grain value using
ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of hearing surface. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 5 except Ot=lb) 6=107, LOAD
CASE(S) Standard
Weight:
30 lb FT = 0% U944,
film 4 (1(Tlm gucVDAN, [.m 44.'l 3 i' "', I L*, "W.", 90,4.* T" f Anthoi)
y T. rombD i V, P F, 800,
83 4451
StLode Blvd. Fort D'
e,ce, FL 14946
Job
RCDRCC
Qty 1 Ply I RYAN HOMES / DORAL
MG7C !Jack -Closed Girder
Job Reference (optional) I 1 11 1 1 1
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:32 2017 Page 1
ID:tdgFhviEVYsgU3b_jPYJ3cyuE5n-fYH24TI 9sGywMfMGEC5moUijMqREglowt3kzW7y6Q3b
7-0-0
4-9-0 2-3-0
1.5x4 H
U8 ii DX0
4-9-0 7-0-0
4-9-0
Plate Offsets (X,Y)-_-_ [1:0-3-1,0-0-121,14:P-3-01,101-2-121, 510-4-12,6-1-8]_
LOADING (psf) i SPACING- 2-0-0 i CSL DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 j Vert(LL) 0.05 5-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.49 Ven(CT) 0.10 5-7 784 240
BCLL 0.0 Rep Stress Incr NO WB 0,73 Horz(CT) 0,01 4 n/a n/a
BCOL 10.0 Code FBC20171TP12014 Matnx-MP Wind(LL) 0.06 5-7 999 240 Weight: 37 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
wTek recommends that Stabilizers and - requiredI -
cross bracing be installed during truss erection, in
accordancewithStabilizerinstallationguide, REACTIONS. (lb/
size) 1 1656/
0-3-8 (min. 0-1-8) 4 1388/
Mechanical Max Herz
1 138(
LC 8) Max Uplift
1 494(
LC 8) 4 468(
LC 8) Max Grav
1 1656(
LC 1) 4 1388(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-
1819/518 BOT CHORD
1-8=-
560/1673, 5-8=-560/1673, 5-9=-
560/1673, 4-9=-560/1673 WEBS 2-
5=-
555/1929, 2-4=-227Of759 NOTES- 1)
Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=1
16mph; TCDL=5,Opsf: BCDL=5.Opsf; h=25ft , Cat, 11;
Exp C; Encl., GCpi=O. 18; MWFRS (envelope), cantilever left
and right exposed; end vertical 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 100 lb uplift at joint(s)
except Otzlb) 1 =494, 4=468. 7) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 832 lb down
and 266 lb up at 1-0-12, and 832 lb down and 266 lb
up at 3-0-12, and 832 lb down and 266 lb up at 5-0-
12 on bottom chord. The design/selection of such connection device(
s) is the responsibility of others. 8) In
the LOAD CASE(S) section, loads applied to the face of
the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase= 115 Plate Increase=
1.25 Uniform Loads (
plf) Vert: 1-
3=-60, 1-4=-20 Concentrated Loads (
lb) Vert: 7=-
832(F) 8=-832(F) 9=-832(F) A-ithoy
I ombo 111, P 1, t 0,-
W "
W4, ow vq4 1- *.WW. S, M "i, W, h 1* 1 I t
W083 uci, H
W)
46 7016k lbolGents
WhoyiAekolffN, I kool;.wm A49AVI 10mNiD pf, z
Job
WRCDRCL JVM3
Al Roof Trusses, Fort Pierce, FL
Truss Type
Valley 1 i 1
Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 22 13:10:32 261't Fiage"I
1
ID: tdgFtiviEVYsgU3bjPYJ3cyuE5n-fYH24Tl9sGywMfMGEC5moUipgqY4gTGwt3kzW7y6Q3b
2x4 - 1,5x4 it
3
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 010 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) rile n/a 999
BCLL 0.0 Rep Stress Incr YES I, WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL mo Code FBC2017ITP12014 Matrix-p
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
iTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 84/2-11-6 (min, 0-1-8)
3 84/2-11-6 (min. 0-1-8)
Max Herz
1 43(-C 12)
Max Uplift
I 21(-C 12)
3 39(LC 12)
Max Grav
1 84(LC 1)
3 84(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C, End,, GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed:C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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 100 lb uplift at
joint(s) 1, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 0%
koak "'.11"T Nur I, WA o kz#-, WOMIIW—Npoo.—
i Mthony 1. I om,o I il, V. E.
80083
Pas 4451 St, Lune NAh " """ 6piviim t 21114 A I kol ho'us 40hoy 1, Tmolo bql, P I, koiot- at th'iOmftAt , —Y lom sF'*bd'd .4.0 Ike —fte pvwmo Im. A I Root bassesAoth.Ay I I omh IR P1, fo,! Pierce,
F[ 34,A6
Job Truss Truss TypeI 1
RYAN HOMES/ DORAL
A0197891
WRCDRCL* VM5 Valley I 1
Q`y P"', "
Job Reference (optional)_
Al Roof trusses, Fort
I
Pierce, FL 34946, design@altruss.com Run: 8:1 - 20 s Nov 12 2017 Print: 8.120 s Nov 12 20 - 17 MiTek Industries, Inc. Fri Dec 22 13:10:33 2017 Page 1
I D: tdgFhvjEVYsgU3b_ jPYJ3cyuE5n-7lrOHp2nda4nzpxSowc?KiFvEEruPwW46jU X3Zy6Q3a
1.5x4 II
2
5,00 12-
W1
IR
3
2x4 1.5x4 k
LOADING pso SPACING 2-0-0 CS1 DEFL. in floc) Well 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 j BC 0.20 Vert(CT) n/a n/a 999
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 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
BRACING -
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.
I -MiTek 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 Herz
I 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=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=11,60
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 toad of
20 Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
LOAD CASE(S)
Standard
41
A;Ithonv T . Ta,mbq H1, P E,
Wo. W k—AM k 0
4451 St L
rklr§ic BetriJnlwgmtw,, Kk'N ww" N,, >!,I. ,1-1 m Won 0 +.*'*M W,ft*K u?R3 Foil ;^,evv, K 149-16
Ai,11iiii,11 14.k,01111L
TYPICAL HIP / KING JACK CONNECTION I STDI'L01
4AU
A
awo"M
ommom
M 00"Mm
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
Exp. B, C up to 60 Mean Roof Height
and Exposure D up to 30 Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
01
I
ttach Corner Jack's
t/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TIC &
BC (Typ)
I QWRA lift I W"M* s,MWtmf 1JvAJ%WV' b"
APttory L lombo I i 1, P. L,
4=?SS St, u(ie B vo,
40 Tmw 40"y F. 44t III H, ttpn, Wo 0 *,s w4wro t war tvw FA p*W*d 0#0 th wate wwo, hm k I tw# twit, Atlt-z T IM64 M P t
Fort 3 W
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
UK14UNIAL UMALt
SEE SECTION A -A)
TRUSSSES @
24' O.C.
I' - 3' MAX. \
HITECT
ALL
ROM ;*. k. :*.
CAIn WAI I
IT
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARC
TO DESIGN THE CEILING DIAPHRAGM AND I
ATTACHMENT TO THE TRUSSES TO RESIST
OUT OF PLANE LOADS THAT MAY RESULT F
THE BRACING OF THE GABLE ENDS.
2X6 DIAGONAL BRACE SPACED 4B'
D.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
r r • ,s r r, , • h7
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. VERTICAL
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'.
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
UKAL
TRUSS
3drl
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
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.
wwarr
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
L -1
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2* X 8*
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 UBS. 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.
Anlx,nY-l Tombo!:,,'E
DULY 17,2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05
A'l ROOF TRUSSES
11.1 cr . I "Ic .1 —
FOF
SECURE VALLEY TRUSS
W1 ONE ROW OF 1 Od
NAILS 6"O.C,
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS45 (1(4" X 4,5-) WOOD SCREWS
INTO EACH BASE TRUSS.
FeTar-ITIM-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 "A"-
S. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7 VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O,C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
Afithcmy T T,)!I J)o id,
4451 sm6p Owl, FL
34o-46 wu
JT Teqtlh PJ
JULY 17, 2017 I TRUSSED VALLEY SET DETAIL STDTI-06
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3'X 0.131" m 10d
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
1 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
wsn
A-.
4 BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS,
5. BASE TRUSS SHALL BE DESIGNED WITH A PURI-IN SPACING EQUIVALENT
To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING, A-1 ROOF TRUSSES
6, NAILING DONE PER NDS - 01, 4461 ST. LUCIE BLVD, GABLE END, COMMON 7, VALLEY STUD SPACING NOT TO EXCEED 48'0,C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409A010 TRUSS
VALLEY TRUSS '-y 11 N----1 BASE TRUSSES
TYPICAL)
SECURE VALLEY TRUSS
Wt ONE ROW OF 1 Od
NAILS 6'O,C.
DETAIL A
NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P r 1-2 VALLEY TRUSS TRUSS
TYPICAL)
SEE DETAIL "A"
BELOW (TYP,)
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 3112 MAXIMUM 6112
CATERGORY 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP MAX SPACING = 24"O,C, (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS.
W'. 0 *, llls * vl"" 1ntrw-,ny T Tomt)o 111, 11
st, ItIcip LAI'll
top-1,00V 206A ikooTwiti lhofimle" "
ort Dfince, F 141'46
JULY 17, 2017
1 1 of-xt-[-L- I •. • 1-kil-
STDTL07I (HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD,
FORT PIERCE, FL 34W
7724109-1010
ATTA(
WIND DESIGN PER ASCE 7-95, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPt
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 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
SUPPORTING TRUSSES DIHECTLY UNDFH VALLEY ITfUS5t5 MU51 tit
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS,
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER,
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6112 PITCH NON -BEVELED
BOTTOM CHORD u I I BOTTOM CHORD
O 4
o a
paa
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6112 (MAXIMUM
12112 PITCH)
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FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/1Qd NAILS, 6' O.G,
V ER1
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
STDTLO8 • a ,
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) -- 16d
NAILS16d NAILS
SPACED 6' O.C.
2) 10d NAILS
INTO 2X6
2X6 SP OR
SPF #2
2X4 SP ORSPF2LHORIZONTAL
NAILED TO
RTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' Q.C. MAX,
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (S) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF3X4= PLYWOOD SHEATHING TD SHEATHING2X4STQSPFBLOCK
k DIAGONAL BRACING ** L - BRACING REFER
i V t 1
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1.
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN BOTTOM
I0d
CHORD OF GABLE END TRUSS AND WALL TO 12• MAX7 NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 3 TRUSSES # 24' O.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4'-0'OZ.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O,C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (S) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. QIAG. BRACE 10d NAILS,
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10, 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X35' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY. SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3 t STUD I 12' O.C. 3-8-10 5.6.11 6-6-11 11-1.13
2X4 SP #31 STUD 16* O.C. 3-3-10 4-9-12 6-6-11 9-10.15
2X4 SP #3 t STUD 24" Q.C. 2-8.6 3-11.3 5.4-12 8-1-2
2X4 SP 92 12' O.C. 3-10.15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16' O.C. 3-6-11 4-9.12 6-6-11 10-8-0
2X4 SP #2 24' O.C. 3-1-4 3-11-3 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 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017 WITH 2X BRACE ONLY
STDTLO9
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90'/. OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
war.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 1Od 6' O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / 1-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 1-BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 i-BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
1(
NAILS
WEB
r r
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL. BRACING RECOMMENDATIONS 1 STDTLIO
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD,
FORT PIERCE, FL34946 NOTE 2: STRONG13ACK 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 ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS,
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING \
6
TACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD ILS (0131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
NILS(0131'XWITH (3)-
X)
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING -' ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0.131' X 3')
TRUSS 2X6 4' - WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' OIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED,
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
FE Rl1ARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD,
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NDS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o.135 93.5 85.6 74.2 72.6 63.4
162 108.8 99.6 484-5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
ca
o 131 75.9 69.5 60.3 59.0 51.1
it> 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 (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30* TO 6(r
45.00'
ANGLE MAY
VARY FROM
30' TO 60*
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
t NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60*
45.00'
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL ( STDTLV r,
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVQ,
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
131 59 46 32 30 20Z
0
I
135 60 48 33 30 20
m
162 72 58 39 37 25
Ti
S 128 54 42 28 27 19
F_
z
Z
131 55 43 29 28 19
LU
148 62 48 34 31 21I
Q
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
0
131 51 39 27 26 17
1
C1
148 57 44 31 28 20
t+}
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 ENO AS SHOWN,
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WODO.
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 35') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF LGO:
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 2X6 BEARING WALL
NEAR SIDE
FAR Sl
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
f
PlEBRUARY 5, 2016 TYP W NAILER ATTACHMENT STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772A09-1010
1
1.0x4
P, WA 142 MAI 14: 4 WWA, 1 181401
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASC
7-10, 29'-0" Mean Height, Exp. B, C or D. I
April 11, 2016
A- 1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
go 0 a A
MEN 12
12
VARIES
STDTL14
MAX 30" (21-611)
2x6 #2 SP (Both Faces)
24
It
O.C.
SIMPSON H5
4111 R ['W#e B, 'dzj......
t _ *ROARY 17, 2017
now"
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657
1
5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TD EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN 031' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16
A' I ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' OIA. 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.
I WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMEORIAN-T
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24-
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
HATCH LEGEND
8'- 8" / 9'- 4" A.FF_
18'- 11 7/8" 18'- 9 7/8" A.F.F.
8'
f /4"
NOTL Trusses are designed for SHINGLE material.
Notifytruss manufacturer if material is other than shim -le.
Qj
Cj.
ki
4-
MON,'
A
cri!
will
4,
4
li I t AILL I U 4 ALL ANLPt (i LEDGER
CONNECTIONS By &UILDER iv i tUNLESS
NOTED OTHERWISE ee rzNOTE,
ALL CE(LfNG DROPS BELOW BEARS ARE Zlzil By
BUILDER (UNLESS NOTED OTHERWISE, NOTE,
THIS PLACEMENT DiAGRAM tS TO SHOW
TRUS5 I D AND TRUSS LCCATfON ONLY. THE
BUILDING DE&GNFR IS REPSONS'EILF FOR THE E STRUCTURAL
STABILITY OF THE ENTIRE STRUCTURE i REFER
TO THE INDIVIDUAL TRUSS FNGPNEERING CRAWiNGS
FOR GRAVITY AND UPLIFT LOADS, z f FOR
BRACING & ERECTION DETAILS REFER TO
SCSI-03 ANDIOR ENGINEER OF REECORD ky
REPRFSENTS
THE LE -FT EiOE OF EACH
TRUSS DRAWI 1US26
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MIUS26 A
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LOAD 20 40 ASCE 7-10 DEAD
LOAD, 10 10 150 MPH EXP C LIVE
LOAD 10. 0 CATEGORY if 00
2. z DEAD
LOAD 10 5 ENCLOSED 4
iz
TOTAL
LOAD 40 55 F8C 2017 a
DURATION
FACTOR 1,25 1,00 TPI-2634 g
4-
tR£V DATE i BY REMARKS 61
L2."09"2ol IT REVISED STAIR OPENING 02f24j2017-,
IT ADDED RRG AD;ACENT TO STA4RS PER PLAN 103
11"221/2017i IT HANG FLO4,' i NTO ECINDED FL 13G g 04
12/22,2017i TT CODE UPDATE a-
t
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ons & a4idefa,,i re'lainwig to This
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charges mif tie accepted z w,th,)
Ut -i —tter, AT-, r - appm,ai-'
o,,nt an A-! Rc-f Z E z i sses epe
tavve, PLAN DATE '
ARCH : 1 STRUCT: S Z CUSTOMER, RYAN
SOMES JOB NAME
DORAL'C* 6t,Rrl 7 .4 OPTtON(S)
tA&7; CON MNTY
LOT Af
Lz i BLDG BILDIS
TYPE # 19 -
Z JOE, MASTER':
WRCDRCL 7- DRAWN 4
DATE 07,
27,2016 JT A-
1
RINIF 21 -=TRUSSE A
FLORIDA
CORPORATION Ph 772-
09-1010 1 Fax 772-40s. 1015
IL
C ORT) COPY
City of Sanford
Building and Fire Prevention
Product ApprovalS,cffication Form
R I)
Permit#— #1 8- 2454 -------- — --
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
Descripfion
Florida Approval #
include decimal
1. Exterior Doors
Swinging
S-1 i di n 9
Therma Tru
Ply Gem
Smooth Star
4780 SGID
20461 -R3
14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2
Roll u
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Pr6jected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
to
Category / Subcategory Manufacturer Product
Description
Florida Approval #
includin decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P,S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. Certain'reed Asphalt Roofing Shingles 5444 - R12
Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc, MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
4&
Category f Subcategory
5. Shutters
Accordion
BahamaColonial
Manufacturer Product
Description__(include
Florida Approval #
dectTAI)
Equipment
Other
6. Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Lott's Concrete Products Lintel 17867 - R1
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
4
DESCRIPTION AS FURNISHED: Lot 97, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida,
BOUNDARY FOR / CERTIFIED TO: Ryon Homes1NVR Inc.
WETLAND BUFFER
sl
0. LOT 97
73. 16'
CJA
Cb
11.24' 30.0
FORMOOMD
FOUNDATION
LOT 98
TOP OF
FORMS-3 1,8 f'
LOT 30
PALM HAMMOCK ALLOTMENT
Pe 1, PCs 104-105
NOT INCLUDED
14. 75'
4)
LOT 96
6.51'
25.26'
i .
126,
451 "T
L-2& 17'
P.C.
D—I 9-42 51
R=95.00:
L=32-69
C=32.53'
CB—N 2740951" W
CRAXLEY DOWN LOOP
50' PRIVATE RIW)
PROPOSED - FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS 8L!2T ELM EAR
IMPERVIOUS COVERAGE ;,,7,8411 SOVARE FEET OR 22.6X SIDE 5' FOR 40' LOTSPROPOSEDDRAINAGEFLOW
481 SQUARE PEET
LOT GRADING TYPE A
LOT CONTAINS SIDE 7.5' FOR 60' LOTS
LMNG AREA CONTAINS 1,214.* SQUARE FEET SIDE 10' FOR 75' LOTS
PROPOSED FINISH FLOOR PER PLANS - 31.5'
CONCILANWIPORCH CONTAINS 6271 SQUARE FEET SIDE STREET = 25'
CRUSEXREYER -SCOTT & ASSOC, INC - LAArV SURVEYORS
MAT 010, ".T m uw
5400 E. COLONW OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-655-1436
ATMs:
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un, wally Y. COMFICAIr Of AVtHMZArOM ft. 4M
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11MM W 00VAIME FT.
CER77FIM ORDER
w Mu,
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PLOT PLAN 0-16-2016 1552- 18 w ".
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LeFORA4BQARD
FOUN0477ON/
ELEVS, 08- 13-2018 5425-18 NORTH THIS
OULOWO/
PROPMY DOES NOT ur "m r rNE OUS
ESTAHED 100WAR FLOW PLANE AS PER 'rom, 47f4 W,
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MAP 1 12 f 17CO0" (09-28-07) 1
UNIVERSAL UES Project No: 700732.0000
Workorder No: 9396699-2
ENGINEERING SCIENCES Report Date: 08/16/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Materials Testing - Threshold Inspection09BuildingCodeAdministration, Compliance Inspection& Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Client: Ryan Homes UES Technician Sammie Edwards
4307 Vineland Road, Suite H2O Date Tested 08/14/2018
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Residential House Pad, Lot 97
Material: Fill
Reference Datum: 0 = Bottom of Foundation Footing
Hand Auger Borings:
Location of Auger Borings: Center
Was Building Pad Staked: N
Depth of Watertable Below Grade: 3.00
Borings Terminated 2 Feet into Native Ground? N
Number of Locations: 1. Depth of Each Boring: 3.00
Unsuitable Soils:
Ty pe of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1557 Modified Proctor
General Description of Soft Encountered:
0-2', Light Brown Sand-, 2-2.75% Brown Sand-, 2.75-3', Gray Silty
Sand
Laboratory L1qrpt Results:
Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A
Samples Obtained: N 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
M
Field Dry
Density
Pcf)
Field
Moisture
M
Soil
Compaction
M
Pass
or
Fail
6 Footing at Northwest Side of Pad 1-2 ft 105.4 12,2 1002 7.6 95 Pass
7 Footing at East Side of Pad 0-1 ft 105.4 12.2 103.5 11.6 98 Pass
8 Footing at Southeast Side of Pad 1-2 ft 105.4 12.2 102.4 13.6 97 Pass
9 Northwest Corner of Pad (TOF) 1-2 ft 105.4 122 101.3 12.6 96 Pass
10 Southeast Corner of Pad (TOF) 2-3 ft 1 105.4 1 12.2 1 1001 12.9 95 Pass J
Remarks: TOF (0 = Top of Fill)
3822 Crawley Down Loop
This testing Cowls the house pad only. Pool and deCk areas were not included in this Study, these. items can only be. tested as they are Constructed,
Please noldy us in the event you wish us to test pool suNradu and baclfill.
This item has been electronically
signed and sealed by Manuel
Irizarry, using a Digital Signature
Printed copies of this document are
not considered signed and sealed
and the signature must be venfied on
any electronic copies
If you have any questions, please do
not hesitate to contact the signor or
Liz Naranjo (extension 23134).
Sincerely,
Universal Engineering Sciences, Inc.
COA No. 00000549
nXq Manuel Irizarry
2018.08.20
14:08:21
04'00'
Manuel Inzarry, P.E., M.E,C.E.
Sr. Project Engineer -Construction Svcs
STATE OF FLORIDA
Professional Engineer No. 81510
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
Din xtanted C
U Job Ad4*
Parcel ID:
1__
Type of WovkT, Addition,[] AlterAtion Repair.[], ofv ove, h#nge - $QQ D
criplion work.. esof . ork, '11" Name
Street:
City,
State 74p: Name
MGity,
State Zip. - ys.
Title:, Email:
Pt6peity
OW-nertriformation Phone:
I
tA,
A Resident, oaf property?'-. Information
Fax:,
StateLicense
No.: Archite,OEngln6er
Int6rlaiiQ'o Name: Phone:
Street: Fax:
city, St,
Zip: E-mail: Bonding Company:
Mortgage Lender: Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR` IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMVNCjWNT MUST BE RECORDED AND POSTED
ON THE JOB SITE )BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. commenced prior
to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction' in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FRC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Pcniiil Appkcauun
I
tL(2=
1,< In addition to the Te4tumniefiis .,of this permit, there may be additional restrictions applicable to this property. that-
I
May be
fouft$ i0the pub tiq r&ords:offifis dounty, and them may be additional permits required from other governmental entities such as water Management
districts, state agencies, or federal agencies. Aocoptar
cc orpe'rrait is verification that .1 will notify the owner of the property of the requirements of Floridd 1AP '!Aw, FS 7.13, The '
City pf Sanford requircsporneut of.a plaa.myiew fee at *qtirnqofpevrvuVsvbniitW. kcopy,ofthe exec ut;ed oontrad is required in ordo
to cakulate a pItui review charge, and, will, he considered the estimated Construction value of the job at,the time of'submiu''al. The ac"
constructim, value will be figurv,;d,based on the, cures =Vilogfion *table in of tat *1 "issued, a
a thetimethe 'M i Should' calculated
charges,figuredofftire, executed contract exceed the actual construction" value, credit will be,
applied to your pqvo t. :wJrn,,thevcrn)it is issued. Owork will VIMRII&
I V T-. tiftMftj*at y, gill the -ofbrig egormationis auftt rceAZOA—YA g,i4fobe4oue in—compliaAc. W' jthjtllI; -Jaw-s rp,,
gulat%tousttuctlon e and Owner/Agent is Personally•Known to MeorProduced I.
D. Type of ED BELOW IS ]EQR,_0_
F_1'JC,LSE ONLY lrW4,
GU v 1sohillyKnowirtorte or of IDPermits Required: I
Building[] -
Electrical'E] MechanicalE]
PlumbingE] 'Gas E]
RoofEl Construction
Type: - Occupancy
Use: Flood Zone: - Total Sq Ft of Bldg: I
Min. Occupancy Load: ff of Stories
New Construction: Electric - # of Amps_-, I I Plumbing - # of Fixtures Fire Sprinkler
Permit: Yes NoEl kof Heads Fire
Alarm Permit: Yes [] No
APPROVALS: ZONING;, UTILITIES: ENGINEERING: FIRE: WASTE WATER: I BUILDING:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
C/
Application No:_z__2'q5L4
fl-I Y Documented Construction Value:
J
Job Address: Historic District: Yes Nqq1_11J
Parcel ID: Residenti l, M11
CommerciaE]
Type
of Work: Ne W El AdditionAlterationElRepair 0 DemoEl Change of Use move 0 Description of Work: Plumbint,
New Residential Construction Plan Review Contact Person:
Jamie Black -well Title: Clerical Phone: 407-323-7515 --
Fax: 407-323-8954 Email -.-info da)i-or tando.com Property Owner Information Name
Phone: Street: Resident
of property?
City, State Zip: Contractor
Information Name Advantage
Plumbing, Inc.
w TM Phone: 407-
323-7515
Street: PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford,
Fl, 32772 State License No.: CF-0057881 Architect/Engineer Information Name:
Street: City, St,
Zip:
Bonding
Company: Address: Phone:
Fax: E-
mail:
Mortgage
Lender:
Address: WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU 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 rcgulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks,
and air conditioners, etc. FBC 1053 Shall be
inscribed with the date of application and the code in effect as of that date: St" Edition (2014) Florida Building Code Revised: June 30, 2015
Permit Application
NQTIM: In addition to the requirements of this perroit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entitics such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the prop" 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
accordaum with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your pmiit 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.
Stpohm of ownez/Agont
I
Data
ftat Owner/Agent's Name
Sip4wro ofNo"-State ofFiodda Date
Owner/Agent is _ Personally Known to Me
or Produced ID _ Type of ID
Lu-
I P, awc-4 ContrwtorlAgent ate
A. Thomm Smft
Print C.omractarfAg tt's Name
4ALUZ
Deft
NOTARY PUBLIC
tie" STATE OF FLORIDA
Cw— w* GG1368M
Expires 812112021
Contra aut is X Personally Known to Me or
Produced ID _ Type of H) , ,
Permits Required: Building[] Electrical F-1 Mechanical [] PlumbingEl
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load; # of Stories:
New Construction: Electric - # of Amps_ Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] NoE] # of Heads
APPROVALS: ZONING:
ENGINEERING:
MEM1119.3
2
Fire Alarm Permit: YesE] No,1K
WASTE WATER:
Revived: June 30,2015 PannA Application
DESCRIPTION AS FURNISRED: Lot 97, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTMZD TO: Lenin Now Sontholy; NVR Inc. dbo Ryon Homes; Stewart Title
Guaranty Company, WR Settlement Services, Inc.; Quicken Loans
ou u,
54,
WEMAND &U"V
LOT 97
7a 1$*
10.00)
COW_ tv
TWO $row LOT 9$
31.92'
COVD.
COMC.
RA" SWOK
WALK DR. I
20.4,5'
0-1V59*17'
R-MOO,
AK
P4.
R-95. 00,
L69'
C-3z.53,
CB Z7*0951" W
PROPOM - FMM40 SPOT GRAOE GAWr4W M" &ZM= AS adu=
PER OMWW PLANS FRONT - 2f, MC ELM WA 9"AMM 20PROPOMA%wwr FLOW CO 104M"OVS VVV4Lr - 11841* FM OR 22 MR 40, LOTS5
LOT ~NO rM LOT COWAM A 148& SOL&W rWA swe - 7.5' FOR so' LOTS
PROPOSED FINISH FLOOR PER PLANS - 31.8- UWW AREA OWAM 1a14* SOU4W FW SWE - 10' FOR 75' LOTS
CONC/tANN/PORCH COMAN4 627* SOVARE Fiji SWkT ® 25'
C-RUSEMMEAVEAR SCO FT & ASSOCY, ZjVC — L4jVD SURVEM?S
Low*. kill"-
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