3745 Hanworth Lp 18-2451; NEW SFHCOUNTY OF SEMINOLE
STATEMENT NUMBER: 18100005
IMPACT FEE STATEMENT
DATE: June 08, 2018 /4
BUILDING APPLICATION #.• 18-10000519
BUILDING PERMIT NUMBER: 18-10000519 —
3
UNIT ADDRESS: HANWORTH LOOP 3745 17-20-31-5VC-0000-0300 /a( / I
TRAFFIC ZONE:022 JURISDICTION: 4fi
L
SEC: TWP: RNG: SUF: PARCEL: i
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: 3745 HANWORTH 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 705.00ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housingg 54.00 1.000 dwl unit 54.00
Single Family
CO -WIDE ORD
Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN/A
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 - 2ISSUANCEOFABUILDINGPERMIT. a 1
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 REQpUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER TW
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT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
Date: 1
Project Name. Kensington Reserve
Project Address:140-In k-> ,jj 0V
Building Permit M i`l Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
S. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name f Owne lien
Signature of ner/Tenant
Robert Lattanzi - Ryan Homes
Print Nam en. Co tra
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
ignature of El. Contractor
EC0003096
El. Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO: Progress Energy Florida Power and Light on
Rev. 02/10/15)
1 .
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018087893 Book:9182 Page: 1491; (1 PAGES) RCD: 8l2l2018 10:03:45 AM
REC FEE $10.00
AUG 0 2 2018
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20 _
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2451
Parcel ID Number: 17-20-31-5VC-0000-0300
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 avatiable)
Lot # 30 of Kensington Reserve 3745 Hanworth Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder Of other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
6. LENDER:
Address:
Phone Number:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe 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 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
odr Dayna Mitchell Assistant Secretary
nntu Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatorys TigerOlke)
Auftirfxed OMcer0 enor/Panner/Manager)
State of Florida County of Orange 1 A
The foregoing Instrument was acknowledged before me this
ST
day of .20 18
by Dayna Mitchell Who is personally known to me IX OR
Nam* or person malting stamment
who has produced Identification type of Identification produced:
TRACY LEIGH MCDONALD
CERTIFIED COPY GRANT MALOYMYCOMMISSION9FF925012 '
y c T t. c rt r- r Cr ar y
EXPIRES October 06. 2019 Nmary
I I AND COMPTROLLER
r r4*07 19l1 0753 FlorreallotaryScrvece com
SEMINOLE COUNTY, FLORIDA
BY 0-RUT1 CLEAR
Otero
a...otra
AUG 0 2 2018
A
F, Z-4 (B\z6
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D
PERMIT APPLICATION
Application No: 1 9-- '-;45 I
Documented Construction Value: $ ?j5` `-k-1 2 .0
Job Address: 3745 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0300 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person:
Phone: 407-692-9831
Tracy McDonald Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC, dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Fax:
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company:
Address:
N/A Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
5/24/2018ZV
Signatur er ent Date
Tracy McDonald
Print Owner/Agent's Name
5/24/2018
Signature of Notary-Sta
FA
o,
Y PJb M4YAAE FOWLER Date Q ,'
MY
COMMISSION # G G 063253 4
EXPIRES: January s''
f c Bonded Thru Budget Notary Serv ces 5/
24/2018 Signat
of gent Date Tracy
McDonald Print
Contractor/Agent's Name 5/
24/2018 Signature
of Notary -State of Florida Date o"
A.1 P, MEAGAN LYNNE FOV&ER MY
COMMISSION # GG 063253 EXPIRES:
January 17, 2021 s ;,,
flc
Bonded Thru Budget Notary Services Owner/
Agent is X Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced
ID Type of 1D Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building 0 Electrical® Mechanical®- Plumbing[4 Gas Roof Construction
Type: -43 Occupancy Use: 3 Total
Sq Ft of Bldg: '-2;o< Min. Occupancy Load: \ -1 New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No F1 # of Heads APPROVALS:
ZONING: 4-416 UTILITIES: ENGINEERING:
Nt'tC FIRE: COMMENTS: _
Ok to construct single family home with
setbacks and impervious area shown
on plan. 3y • 2 •I. n.p. 5qv +
V. RioSa-- B , CXR Flood
Zone: k-ScC of
Stories: 7- Plumbing - #
of Fixtures , R Fire
Alarm Permit: Yes NoE WASTE
WATER: BUILDING:
SF 7 3O' 1 & Revised:
June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION911D) Application No: g- LIS
Documented Construction Value: $ 93,659
Job Address: 3745 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0300 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC, dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Arch itectlEngineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
V 5/24/2018 5/24/2018
Signatur er ent Date Signa of gent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name
5/24/2018
Signature of Notary-Stacc- MFAQqF1RE FOWLER Date
t MY COMMISSION 1r GG 063253
G+? - EXPIP.ES: January t1, 2021
F
Thncnded N Budge' Notary services
Print Contractor/Agent's Name
5/24/2018
Signature of Notary -State of Florida Date
MEAGAN LYNNE FOWLER
r y
MY COMMISSION n GG 063253
EXPIRES: January 17, 2021
J!' bonded Thm Budge' Notary Services
Owner/Agent is _X Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: W4 L-7 WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Pprmit #
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:
ELE.CTRICAL•i;PER1VIIT' _ ''''=;••`s:`: _ • •• .,, r
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
3ir PE ISI r
I'll
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
ECHANICAL?ER.i_ r,;,_1A{l_..• `iliiY.}. reh rQrkoVj /•Y' f4 t^:.4-4•
t•1.•;SSr••Tr•....'..- :;{cC{9ti, ,i. :4{;:SjA..•r 7 ..:
n.,
1'
h:!;9.`ik::l•:.••(r.•r, SI1l.,iU
L_:r ,Lro_.,E: :r. 3%i•i3:_;YiC'a.3.:o:. Min Max
Inspection Description 10 Mechanical
Rough 1000 Mechanical
Final REVISED: June
2014
SXNFORD
Y OF
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: 3745 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0300
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
X The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2451
Reviewed by: Michael Cash, CFM Date: June 13, 2018
Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & 9 9 YOlt ;D9 Landscaping in Right -of -Way
www.sadordn.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the
size and location of the existing right—of-way and use shall be provided or application could be delayed. Glleeror.t oma
1. Project Location/Address: 3745 Hanworth Loop, Sanford, FL 32773
2. Proposed Activity:
3. Schedule of Work:
4. Brief Description of Work
This application is s
Property owner: ,
Signature:
Address: 4307 Vi e
Phone: (407) 692-9831
X Driveway Walkway Other:
Start Date Completion Date
Construction of New Single Family Home
ed by:
Print Name: Tracy McDonald
H-20 Orlando, FL 32811
Fax:
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 05/24/2018
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installabonlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have
Signature:
the above statement and by signing this application I agree to its terms.
Date: 05/24/2018
This permit shall be posted on the site during construction.
Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection.
Pre -pour Inspection by: Date: I
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
Engineering Date: 6 ^ 3 "2018 Site
Inspected by: Special
Permit Conditions: Date:
November
2015 ROW Use Driveway pdf
5/24/2018 SCPA Parcel View: 17-20-31-5VC-0000-0300
oRR.t blppmEon cFAyyP
PPRAISER
6[rao C Cavvry
Legal Description
LOT 30
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Property Record Card
Parcel: 17-20-31-5VC-0000-0300
Property Address: 3745 HANWORTH LOOP SANFORD, FL 32773
Value Summary
2018 Working 2017 Cert
Values
ified
Values
Valuation Method Cost/Market Cost/Market
of Buildings 0 0
Deprecated Bldg Value
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value " 67,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 67,000 14,000
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67,000 0 67,000
County Bonds 67,000 0 67,000
1
Sales '
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I O.00I O.00I 1 67,000.00I _ $67,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000300 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:51-2-L+l
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):
The s ecific p rmit and applicati for work located at:
Street
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Lattanzi
State License Number:
Signature of License B
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me this Aday of
200 18, by Robert Lattanzi who is ® erson I ow,n
me or o who has produced `' as
identification and who did (did not) take an oath.
Notary Seal)
o,aY Pue a MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17, 2021
10, Flap BOndod Thru Buoget Notary Services
Rev. 08.12)
Signature
kA E4 G" Fow P R
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
SQ.FT. CALC.7S
IST FLR- LIVNG 1264 Sa. FT.
2NO FLR LIV6dG 125& Sa. FT.
TOTAL LIVRi' 2560 SQ FT.
E]YTRY 50 5a Fr.
we,vp 453 SQ FT.
LANAI 242 5Q FT.
TOTAL 3305 SOL Ft.
COwC BFT M00LALOQ MD LO" SAW ENMM
FOR S GEDQD OL M
CALLA MAIL IMMA
2DB tOIA'NAD
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BP200I03 CITY OF SANFORD 5/30/18
Application Inquiry - Fees 11:16:49
Application number: 18 00002451
Property . . . . : 3745 HANWORTH LP
Fee
Class/Type/Description Trans amt Amt due Struct Permit Insp
A AF 01-APPLCTN FEE -BUILDING 25.00 25.00
A 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 F11=Change view F12=Cancel F10=Amt billed
CITY OF SANFORD
CUSTOMER RECEIPT **
Oper: BLANDA Type: OC Drawer: 1
Date: 5/30/18 01 Receipt no: 131746
Year Number Amount
2018 2451
3745 HANBURTH LP
SANFORD, FL 32773
BP BUILDING PERMIT RECEIPTS
250.00
Tender detail
CK CHECK 198085 $250.00
Total tendered $250.00
Total payment $250.00
Trans date: 5/30/18 Time: 11:18:07
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot30KensingtonReserveSantaRosaBGRE Builder Name: Ryan Homes
Street: 3745 HANWORTH LOOP
State, Zip: SANFORD, FL, 32773
Permit Office: SANFORD
Permit Number:# 1 8 - 2 4 CCity, 5Owner: n' Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zon
1. New construction or existing New (From Plans) 9. Wall Types (2688.3 sqft.) Insulation _ Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2
b. Frame - Wood, Exterior R=13.0 1118.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft2
4. Number of Bedrooms 3 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1392.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1296.00 ft2
6. Conditioned floor area above grade (ft2) 2560 b. Knee Wall (Vented) R=19.0 96.00 ft2
Conditioned floor area below grade (ft2) 0
c. NIA R= ft2
11. Ducts R ft2
7. Windows(328.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512
a. U-Factor. Dbl, U=0.35 275.73 ft2
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 38.5 SEERA5.00
c. U-Factor. Dbl, U=0.34 5.00 ft2
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft= a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 4.905 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
8. Floor Types (1601.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft2 b. Conservation features
EF: 0.950
b. Floor over Garage R=13.0 305.00 ft2 None
c. N/A R= ft2
15. Credits Pstat
Total Proposed Modified Loads: 69.01
Glass/Floor Area: 0.128 PASSTotalBaselineLoads: 71.56
I hereby certify that the plans and s ecificabons covered by Review of the plans and Szq TFpthiscalculationareincomplianceiththeFloridaEnergyspecificationscoveredbythisv0 __
Code. calculation indicates compliance
T-
with the Florida Energy Code. nr'••. ,:.•',='`, O
PREPARED BY: Before construction is completed QaDATE: 4-30-18 Srntt Pratt this building will be inspected for O A
compliance with Section 553.908
hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Cod
OWNER/AGENT:V BUILDING OFFICIAL:
DATE: 5/1 /2018 U DATE: rIf
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house.
4/30/2018 1:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
Fr)PKA Pam-7n17
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot30KensingtonReserveSant Bedrooms: 3
User Conditioned Area: 2560
Total Stories: 2
1 Worst Case: No
Ryan Homes Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type: Street Address
Lot # 30
Block/Subdivision: KENSINGTON RESE
PlatBook:
Street: 3745 HANWORTH LO
County: Seminole
City, State, Zip: SANFORD ,
FL , 32773
CLIMATE
v Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2560 23808
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2560 23808 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 — —
2 Slab -On -Grade Edge Insulatio Main 131 ft 0
305 ft' 13 0 0 1
1296 ft' — 0.38 0 0.62
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 1791 ft' 400 ft' Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1601 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1
2
3
Knee Wall (Vented)
Knee Wall (Vented)
Under Attic (Vented)
Main 19 Batt
Main 19 Batt
Main 38 Blown
36 ft' 0.11 Wood
60 ft' 0.11 Wood
1296 ft' 0.11 Wood
4/30/2018 1:32 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R4n5-2n17
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space
1 E Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0
3 E Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0
4 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 0.23 0.6 0
5 S Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft2 0 0 0.6 0
6 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
7 S Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0
8 W Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft2 0 0.23 0.6 0
9 W Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0
10 W Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft2 0 0 0.6 0
11 W Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0
12 N Exterior Frame - Wood Main 13 30 3 8 0 242.0 ft2 0 0.23 0.6 0
13 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
14 N Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft2 0 0 0.6 0
15 Garage Frame - Wood Main 13 37 3 9 4 347.7 ft2 0 0.23 0.01 0
DOORS
Omt Door Type Space Stones U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 ft2 1 ft 0 in 1 ft2 in Drapes blinds Exterior 5
2 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
3 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
4 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
5 W 10 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
6 W 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 12 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5
7 N 12 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 N 12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 21 ft 0 in 0 ft 2 in None Exterior 5
9 S 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5
10 N 13 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5
4/30/2018 1:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
GnQnn Rdrlr,_7r117
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 453 ft' 453 ft' 66 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000384 2579.2 141.59 266.29 .3452 6.5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply —
Location R-Value Area
Return — Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 512 ft' Attic 128 ft' Proposed On Main — cfm 153.6 cfm 0.06 0.60 1 1
4/30/2018 1:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
13670 Aft.Ut+1RIP05Vl
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
Heat in HJan
Feb
HFeb
Mar
HMar
Apr
r
Ma
Ma
Jun
Jun
Jul
Jul
AugSe
Auge
Oct
Oct
Nov
NNov
Dec
DecVentingJanFebMarrMayJunJulAugSepOctNovDec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/30/2018 1:32 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the EnergyPerformance Index, the more efficient the home.
3745 HANWORTH LOOP, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 1`12
b. Frame - Wood, Exterior R=13.0 1118.00 ft
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft'
4. Number of Bedrooms 3 d. N/A R= ft'
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft'
6. Conditioned floor area (ft') 2560 b. Knee Wall (Vented) R=19.0 96.00 ft'
c. N/A R= ft2
7. Windows" Description Area
Ducts R ft 2
a. U-Factor. Dbl, U=0.35 275.73 ft' a. a. Sup: Attic, Ret: Attic, AH: Main 6 512
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62 48.00 ft'
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor. Dbl, U=0.34 5.00 ft' a. Central Unit 38.5 SEER:15.00
SHGC: SHGC=0.31
d. U-Factor. N/A ft'
13. Heating systems kBtu/hr Efficiency
SHGC:
a. Electric Heat Pump 38.0 HSPF:8.50
Area Weighted Average Overhang Depth: 4.905 ft.
Area Weighted Average SHGC: 0.290
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft' a. Electric
EF: 0.95
b. Floor over Garage R=13.0 305.00 ft'
b. Conservation features
c. N/A R= ft'
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliatures.
Builder Signature: ixDate: 5/1/2018
Address of New Home: 3 orth Loop City/FL Zip: 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
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.
4/30/2018 1:32 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3745 HANWORTH 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 cans 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 sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table 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)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and 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-buming 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 IeakagdiVndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
4/30/2018 1:33 PM EnergyGaugeO 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with 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.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (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.
4/30/2018 1:33 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140"17 (38'C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 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 R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
4/30/2018 1:33 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. Manufacturers
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 bumers
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 R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 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.
4/30/2018 1:33 PM EnergyGaugeO USA - FtaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
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.
4/30/2018 1:33 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:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -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).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v8.0
4/30/2018 1:09:05 PM Page 1 of 1
Manual S Compliance Report Job: Lot30KensingtonReserv...
wrightsoft• P P Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: Ryan Homes
3745 HANWORTH LOOP, SAN FORD, FL 32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 29374 Btuh Entering coil DB: 76.6°F
Outdoor design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.4°F
Indoor design DB: 75.0°F Total gain: 34612 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1283 cfm
Sensible capacity: 29870 Btuh
Latent capacity: 6156 Btuh
Total capacity: 36026 Btuh
Design Conditions
Outdoor design DB: 42.3°F
Indoor design DB: 70.0°F
Model: GSZ140421K+ASPT47D14A
10201. of load
118% of load
1040% of load SHR: 83%
Heat loss: 26839 Btuh
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 38000 Btuh 142% Of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 8.3 kW 106% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.4°F
Capacity balance: 34 OF
Economic balance: -99 OF
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ACCf...osaBGRElLot30KerLsingtonReserveSantaRosaBGRE.rup Cale = MJ8 House faces E
Component Constructions Job: Lot30Kensington Reserv... wrightsoft•
r Date: 3/31/2015 Entire
House By: FJF DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD. FL 32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM iWect
inTormation For:
Ryan Homes 3745
HANWORTH LOOP, SANFORD, FL 32773 Design
Conditions Location:
Indoor: Heating Cooling Orlando/
Jetport, FL, US Indoor temperature (OF) 70 75 Elevation:
105 ft Design TD (OF) 28 18 Latitude:
280N Relative humidity (%) 30 50 Outdoor:
Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry
bulb (OF) 42 93 Infiltration: Daily
range (OF) - 16 ( M) Method Simplified Wet
bulb (OF) - 76 Construction quality Average Wind
speed (mph) 15.0 7.5 Fireplaces 0 Construction
descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain R
BtuhRR'F tF-'F/BNh BNhA' BWh Btuh/R- Bbrh Walls
12C-
Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board int fnsh,
2"x4" wood frm, 16" o.c. stud 16B-
19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2' gypsum
board int fnsh Blk
wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Blk
wall, stucco ext, r-4 ext bd ins, 8' thk, 1/2" gypsum board int fnsh Partitions
12C-
Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board int fnsh,
2"x4" wood frm, 16" o.c. stud Windows
2A-
2om: 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); 50% drapes, medium; 1 ft
overhang (5 ft window ht, 1.17 It 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; 1 ft
overhang (5.3 It window ht, 10.83 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, 118" thk; NFRC rated (SHGC=0.29); 21 It overhang (8 ft window
ht, 0.17 ft sep.); 6.67 It head ht 2A-
2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 114"
gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It
overhang (6.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht n
212 0.091 13.0 2.52 534 2.85 604 e
275 0.091 13.0 2.52 693 2.85 783 s
272 0.091 13.0 2.52 686 2.85 774 w
264 0.091 13.0 2.52 665 2.85 752 all
1023 0.091 13.0 2.52 2579 2.85 2912 n
30 0.049 19.0 1.36 41 2.66 80 w
36 0.049 19.0 1.36 49 2.66 96 all
66 0.049 19.0 1.36 90 2.66 176 n
171 0.201 4.1 5.57 954 5.29 907 e
114 0.201 4.1 5.57 637 5.29 606 s
387 0.201 4.1 5.57 2156 5.29 2051 w
292 0.201 4.1 5.57 1624 5.29 1544 all
965 0.201 4.1 5.57 5371 5.29 5108 330
0.091 13.0 2.52 831 1.45 479 n
30 0.350 0 9.69 291 10.5 314 e
45 0.350 0 9.69 436 29.0 1303 w
15 0.350 0 9.69 145 29.0 434 all
90 0.350 0 9.69 873 22.8 2051 n
33 0.350 0 9.69 317 10.5 342 n
48 0.620 0 17.2 824 16.9 812 e
39 0.350 0 9.69 377 29.0 1125 wrightsoft'
2018-
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Suite® Universal 20/8 18.0.13 RSU23828 Page 1 4X....
asaBGRE\Lot30KensingionReserveSantaRosaBGRE.rup Calc = MJ8 House faces: E
2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, s 33 0.350 0 9.69 317 10.8 353
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht w 49 0.350 0 9.69 475 29.0 1420
all 82 0.350 0 9.69 792 21.7 1773
2B-2fm: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, w 5 0.340 0 9.42 47 30.4 152
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (1.25.ft window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 33 0.350 0 9.69 317 10.5 342
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
12 It overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type a 24 0.390 0 10.8 259 12.0 289
n 18 0.390 0 10.8 193 12.0 215
all 42 0.390 0 10.8 452 12.0 504
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2' 1569 0.026 38.0 0.72 1130 1.41 2217
gypsum board int fnsh
Floors
20P-13t: Fir floor, frm fir, 12" thkns, r-13 cav ins, gar ovr 306 0.068 13.0 1.88 575 0.98 298
22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 27.4 3589 0 0
41- wrightsoft• 2018-Apr-30 13 29:40
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AZZ511k ...osaBGRE\Lot30KensingionReserveSardaRosaBGRE.rup Calc = MJ8 House faces: E
ecProt Summary Job: Lot30KensingtonReserv...
Wr'ightsoft• Y Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone:407-333.2665 Fax:407-3333853 Web: WWW.DEL-AIR.COM
Proaect Information
For: Ryyan Homes
3745 HANWORTH LOOP, SANFORD, FL 32773
Notes: LS by CA on 11.02.2015
LS 02.19.16 SIR
L.S. 04-30-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 22867 Btuh Structure 23467 Btuh
Ducts 3972 Btuh Ducts 5907 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 26839 Btuh Use manufacturer's data y
Ratelswing multiplier 1.00
Infiltration Equipment sensible load 29374 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3461 Btuh
Ducts 1778 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
5239 BtuhArea (ft2) 2560 2560 Equipment latent load
Volume (ft3) 22673 22673
Air changes/hour 0.41 0.21 Equipment -Total Load (Sen+Lat) 34612 Btuh
Equiv. AVF (cfm) 155 79 Req. total capacity at 0.75 SHR 3.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140421 K Cond GSZ140421 K
AHRI ref 8242633 Coil ASPT47D14A
AHRI ref 8242633
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 28875 Btuh
Heating output 38000 Btuh @ 470F Latent cooling 9625 Btuh
Temperature rise 27 OF Total cooling 38500 Btuh
Actual air flow 1283 cfm Actual air flow 1283 cfm
Air flow factor 0.048 cfm/Btuh Air flow factor 0.044 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 34 OF
Backup:
Input = 8 kW, Output = 28445 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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ACM...osaBGRE1Lot30KensingtonReserveSantaRosaBGRE.rup Calc = MJ8 House faces: E
wrightsoft" Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot30Kensing ton ReserveSa... Date:
3/31 /2015 By:
FJF 1
Room name Entire House Great 2
3
Exposed
wall Room
teight 279.
0 ft 8.
6 ft 35.
5 ft 9.
3 ft heat/cool 4
5
Room
dimensions Room
area 2623.5 ftz 1.
0 x 375.1 ft 375.
1 ft2 Ty
Construction number
U-
value BtuiVftz-
F) Or
HTM Btutl/
ft2) Area (
ft or
perimeter (h) Load
Btuh)
Area (
ft9 or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W Z
W
12C-
0sw 2A-
20m 16B-
19ad 0.
091 0.
350 0.
049 n
n
n
252
9.
69 1.
36 285
10.
46 266
242
30
30
212
0
30
534
291
41
604
314
80
0
0
0
0
0
0
0
0
0
0
0
0
11
Blk
wall, stucco ext 2A-
2om 0.
201 0.
350 n
n
5.
57 9.
69 5.
29 10.
46 252
33
171
0
954
317
907
342
149
33
117
0
649
317
618
342
yl
2A-
2omd 12C-
0sw 2A-
2om 0.
620 0.
091 0.
350 n
a
a
17.
17 2.
52 9.
69 16.
92 285
2B.
96 48
320
45
0
275
0
824
693
436
812
783
1303
0
0
0
0
0
0
0
0
0
0
0
0
GBlk
wall, stucco ext 2A-
2Dm 0.
201 0.
350 a
a
5.
57 9.
69 5.
29 28.
96 177
39
114
0
637
377
606
1125
0
0
0
0
0
0
0
0
11DO
12C-
Osw Blk
wall, stucco ext 2A-
2om 12C-
0sw 2A-
2om 2B-
21m 16B-
19ad Blk
wall, stucco ext 2A-
2om 2A-
2om 12C-
0sw 0.
390 0.
091 0.
201 0.
350 0.
091 0.
350 0.
340 0.
049 0.
201 0.
350 0.
350 0.
091 a
s
s
s
w
w
w
w
w
w
w
10.
80 252
5.
57 9.
69 2.
52 9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 2-
52 1203
285
5.
29 10.
80 285
28.
96 30.
36 266
5.
29 28.
96 10.
46 1.
45 24
272
420
33
2B4
15
5
36
373
49
33
348
24
272
387
25
254
0
0
36
292
0
33
330
259
686
2156
317
665
145
47
49
1624
475
317
831
289
774
2051
353
752
434
152
96
1544
142D
342
479
0
0
0
0
0
0
0
0
182
0
33
225
0
0
0
0
0
0
0
0
149
0
33
225
0
0
0
0
0
0
0
0
831
0
317
567
0
0
0
0
0
0
0
0
791
0
342
327
W
1y
1__
G yl
L_(
r W
Vy
R
D
11DO 1613-
38ad 2OP-
131 22A-
tpl 0.
390 0.
026 0.
068 0.
989 n
10.80 0.
72 1.
88 27.
40 12.
03 1.
41 0.
98 0.
00 18
1569
306
1264
18
1569
306
131
193
1130
575
3589
215
2217
298
0
0
0
0
375
0
0
0
36
0
0
0
973
0
0
0
0
C
F
F
6
c) AED excursion 0 233 Envelope
loss/gain 18164 18290 3655 2652 12
a) Infiltration 4703 1522 647 210 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 3 690 Appliances/
other 2505 1 0 Subtotal (
lines 6 to 13) 22867 23467 4302 3551 Less
external load 0 0 0 0 Less
transfer Redistribution
0
0
0
0
0
0
0
0
14
Subtotal 22B67 23467 4302 3551 15
Duct loads 179/6 259/6 3972 5907 15%1 210/6 641 735 Total
room bad 26839 29374 4943 42B6 Air
required (cfm) 12B3 1283 236 187 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right -
Suite® Universal 2018 18.0.13 RSU23828 2018
Apr-30 1 Page 1 14e ...
osaBGRE Lot3DKensingionReserveSantaRosaBGRE.rup Cale = MJ8 House faces: E g
F wrightsoft' Right-M Worksheet Job: Lot30Kensing ton ReserveSa... Entire
House Date:
3/31/2015 By:
FJF DEL -
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SANFORD. FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM 1
Room name Study Powder 2
3
Exposed
wall Room
Height 26.
0 ft 9.
3 ft heal/cool 0
ft 9.
3 It heaYcool 4
5
Room
dmensions Room
area 14.
0 x 120 ft 168.
0 ft2 7.
5 x 6.0 ft 45.
0 ft2 Ty
Construction number
U-
value Btuh/
ftZ•F) Or
HTM Btuh/
ft2) Area (
ftj or
perimeter (11) Load
Btuh)
Area (
11 or
perimeter (ft) Load
Btuh)
Heat
cool Gross N/P/S Heat cod Gross N/P/S Heat cool 6
Y 12C-Osw 2A-
2om 16B-
19ad 0.
091 0.
350 0.
049 n
n
n
252
9.
69 1.
36 285
10.
46 266
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W11
Blk
wall, stucco ext 2A-
2om 0.
201 0.
350 n
n
5.
57 9.
69 5.
29 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yr
L-
I' 2A-
2omd 12C-
Osw 2A-
2om 0.
620 0.
091 0.
350 n
a
a
17.
17 252
9.
69 16.
92 285
28.
96 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk
wall, stucco ext 2A-
2om 0.
201 0.
350 a
a
5.
57 9.
69 5.
29 28.
96 131
39
92
0
511
377
486
1125
0
0
0
0
0
0
0
0
W
Vjl
11
DO 12C-
Osw Blk
wall, stucco ext 0.
390 0.
091 0.
201 a
s
s
10.
80 252
5.
57 1203
285
5.
29 0
0
112
0
0
112
0
0
624
0
0
593
0
0
0
0
0
0
0
0
0
0
0
0
G
Vjl
II-_-
GG W
2A-
2om 12C-
Osw 2A-
2om 2B-
2fm 16B-
19ad Blk
wall, stucco ext 2A-
2orn 2A-
2om 12C-
Osw 0.
350 0.
091 0.
350 0.
340 0.
049 0.
201 0.
350 0.
350 0.
091 s
w
w
w
w
w
w
w
9.
69 2.
52 9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 2-
52 10.
80 285
28.
96 30.
36 266
5.
29 28.
96 10.
46 1.
45 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
liD
11DO 16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
CF
20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 168 26 712 0 45 0 0 0 6
c) AED excursion 168 4 Envelope
loss/gain 2224 2372 0 4 12
a) Infiltration 474 153 0 0 b)
Room ventilation 0 01 0 0 13
Intemal gains: Occupants @ 230 1 230 0 0 Apphances/
other 0 50 Subtotal
pules 6 to 13) 2898 2756 0 46 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
200 120 185 111 14
Subtotal 289E 2875 185 156 15
Dud bads 159/6 21% 432 595 1596 21% 2B 32 Total
mom bad 3330 3471 212 189 Air
required (cfm) 159 152 10 8 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. f4_
wF10"tsoit1 2018-Apr-3013:29:40 h -- • - --
Right-
Sulte® Universal 2018 18.0.13 RSU23828 Page 2 osaBGRENLot30KensingtonReserveSantaRosaBGRE.
rup Calc = MJ8 House faces: E
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM
Job: Lot30Kensington ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Dinette/Kitchen Bdnn 2 2
Exposed wall 22.5 ft 2B.0 ft 3
Room height 9.3 ft heal/cod 8.0 ft heaUccol 4
Room dimensions 1.0 x 427.4 It 1.0 x 184.5 ft 5
Room area 427.4 ft2 184.5 ftx Ty
Construction U-value Or HTM Area (ft Load Area (fig Load number
BtuhWftZ•F) Btuh/ttq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cod Gross N/P/S Head Cool 6
VG 12C-Osw 0.091 n 252 285 0 0 0 0 0 0 0 0 I
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 V
Blk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11
C 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 L_ _(
2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 V
12C-0sw0.091 a 252 285 0 0 0 0 112 97 245 276 Y_
G2A-2om 0.350 a 9.69 28.96 0 0 0 0 15 0 145 434 VLZBfk
wall, stucco ext 0.201 a 5.57 5.29 47 23 126 120 0 0 0 0 2A-
2cm 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 11
DO 0.390 a 10.80 12 03 24 24 259 289 0 0 0 0 W
12C-0sw 0.091 s 252 285 0 0 0 0 112 112 282 319 Blk
wall, stucco ext 0.201 s 5.57 5.29 149 149 831 791 0 0 0 0 2A-
2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 12C-
Osw 0.091 w 252 285 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 V---
GGG213-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 w 1.36 266 0 0 0 0 0 0 0 0 V
Blk wall, stucco ext 0.201 w 5.57 5.29 14 14 78 74 0 0 0 0 i--
C 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 G
2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 q
12C-0sw0.091 2.52 1.45 122 105 264 152 0 0 0 0 D
11DO 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 0 0 0 0 185 185 133 261 F
2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 427 23 616 0 0 0 0 0 6
c) AED excursion 247 29 Envelope
loss/gain 2368 1393 805 1319 12
a) Infiltradion 410 133 43B 142 b)
Room ventilation 0 0 0 0 13
Irlfemal gains: Occupants @ 230 0 0 0 0 Appliances/
other 1200 0 Subtotal (
lines 6 to 13) 12778 2726 1243 1461 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
2D0 120 0 0 14
Subtotal 2979 2846 1243 1461 15
Duct bads 15/ 21% 444 589 229/6 32% 279 464 Total
room bad 3422 3435 1522 1924 Air
required (cfm) 1 1 164 150 73 84 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t-
wrtghtsoft- 2018-Apr-30 13:29:40 Right-
Suile® Universal 2018 18.0.13 RSU23828 Page 3 osaBGRE\
Lot30KertsinglonReserveSantaRosaBGRE.rup Calc = MJ8 House faces: E
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333.2665 Fax: 407-333-3B53 Web: WWW.DEL-AIR.COM
Job: Lot30Kensing ton ReserveSa... Date:
3/31/2015 By:
FJF 1
2
3
4
5
Room
name Exposed
wall Room
height Room
dimensions Room
area Bdnn
3 120
ft 8.
0 If heal/cool 1.
0 x 149.5 ft 149.
5 ft2 Bttrm
1 6.
0 If 8.
0 ft heal/cool 11.
0 x 6.0 ft 66.
0 ttz Ty
Construction number
U-
value Btuh/
hi'F) Or
HTM BtuWft2)
Area (
ft or
perimeter (h) Load
Btuh)
Area (
ft or
perimeter (h) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cod 6
11
V
C
W
v
L2
12C-
Osw 2A-
2om 16B-
19ad Blk
wall, stucco ext 7A-
tom 2A-
2ornd 12C-
Osw 2A-
2wn wall,
stucco ext 2A-
2om 11D0
12C-
Osw Blk
wall, stucco ext 2A-
2om 12C-
Osw 2A-
2Dm 2B-
2fm 16B-
19ad Blk
wall, stucco ext 2A-
2om 2A-
2om 12C-
Osw 11D0
16B-
38ad 20P-
13t 22A-
lpl 0.
091 0.
350 0.
049 0.
201 0.
350 0.
620 0.
091 0.
350 0.
201 0.
350 0.
390 0.
091 0.
201 0.
350 0.
091 0.
350 0.
340 0.
D49 0.
201 0.
350 0.
350 0.
091 0.
390 0.
026 0.
06E 0.
989 n
n
n
n
n
n
a
a
a
a
a
s
s
s
w
w
w
w
w
w
w
n
252
9.
69 1.
36 5.
57 9.
69 17.
17 252
9.
69 5.
57 9.
69 10.
80 2.
52 5.
57 9.
69 2.
52 9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 252
10.
80 0.
72 1.
88 27.
40 285
10.
46 266
5.
29 10.
46 16.
92 2.
85 2B.
96 5.
29 28.
96 1203
285
5.
29 10.
80 285
28.
96 30.
36 266
5.
29 28.
96 10.
46 1.
45 1203
1.
41 0.
98 0.
00 0
0
0
0
0
0
96
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
150
80
0
0
0
0
0
0
0
81
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
150
80
0
0
0
0
0
0
0
2D4
145
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
108
151
0
0
0
0
0
0
0
231
434
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
211
78
0
0
0
0
0
0
0
0
0
0
0
0
48
0
0
0
0
0
0
0
0
0
0
0
66
0
0
0
0
0
0
0
0
0
0
0
0
0
48
0
0
0
0
0
0
0
0
0
0
0
66
0
0
0
0
0
0
0
0
0
0
0
0
0
121
0
0
0
0
0
0
0
0
0
0
0
48
0
0
0
0
0
0
0
0
0
0
0
0
0
137
0
0
0
0
0
0
0
0
0
0
0
93
0
0
yl
Y_
G VLZBlk
W
Vjl
t---
G yl
1(;
W
q
1--
0 C
F
F
6
c) AED excursion 63 22 Envelope
loss/gain 609 1018 169 208 12
a) Infiltration b)
Room ventilation 188
0
61
0
94
0
30
0
13
1ntemal gains: Occupants @ 230 Appliances/
other 0
1
0
0
0
0 1
0
Subtotal (
lines 6 to 13) 796 1079 262 239 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duct
bads 1 22% 32% 0
0
0
796
179
0
0
0
1079
342
229/6 32'/6 0
0
0
262
59
0
0
0
239
76
Total
room load Air
required (cfm) 975
47
1421
62
321
15
314
14
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft-
2018-Apr-3013:29:40 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 4 osaBGRE\
Lot30KertsingtonReserveSantaRosaBGRE.rup Calc = M.18 House faces: E
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.DEL-AIR.COM
Job: Lot30Kensing ton ReserveSa... Date:
3/31 /2015 By:
FJF 1
2
3
4
5
Room
name Exposed
wall Room
height Room
dimensions Room
area Mstr
WIC 25.
5 it 8.
0 1`1 heat/cool 1.
0 x 159.3 ft 159.
3 ftx Mstr
Bthrm 10.
0 ft 8.
0 it heat/ ool 1.
0 x 98.0 ft 98.
0 1`12 Ty
Construction number
U-
value BfulVfti°
F) Or
HTM Btuf1/
ft2) Area (
ftj or
perimeter (h) Load
Btuh)
Area (
ft or
perimeter (it) Load
Btuh)
Heat
I Cool Gross N/P/S Heat Cod Gross N/P/S Heat I Cod 6
11
VL--
C W
w
I--
G 12C-
Osw 2A-
2om 1613-
19ad Blk
wall, stucco ext 2A-
2om 2A-
2omd 12C-
0sw 2A-
2om Blk
wall, stucco ext 2A-
2om 11D0
12C-
Osw Blk
wall, stucco ext 2A-
2om 2A-
2om 213-
2fm 16B-
19ad Blk
wall, stucco ext 2A-
2om 2A-
2om 12C-
Osw 11D0
16B-
38ad 20P-
131 22A-
tpf 0.
091 0.
350 0.
049 0.
201 0.
350 0.
620 0.
091 0.
350 0.
201 0.
350 0.
390 0.
091 0.
201 0.
350 0.
091 0.
350 0.
340 0.
D49 0.
201 0.
350 0.
350 0.
091 0.
390 0.
026 0.
068 0.
989 n
n
n
n
n
n
a
a
a
a
a
s
s
s
w
w
w
w
w
w
w
n
252
9.
69 1.
36 5.
57 9.
69 17.
17 252
9.
69 5.
57 9.
69 10.
80 252
5.
57 9.
69 2.
52 9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 2.
52 10.
80 0.
72 1.
88 27.
40 285
10.
46 266
5.
29 10.
46 16.
92 2.
85 28.
96 5.
29 28.
96 1203
285
5.
29 10.
80 285
28.
96 30.
36 266
5.
29 2EL96
10.
46 1.
45 1203
1.
41 0.
98 0.
00 0
0
0
0
0
0
0
0
0
0
0
112
0
0
68
0
0
24
0
0
0
0
0
159
0
0
0
0
0
0
0
0
0
0
0
0
0
112
0
0
68
0
0
24
0
0
0
0
0
159
0
0
0
0
0
0
0
0
0
0
0
0
0
2B2
0
0
171
0
0
33
0
0
0
0
0
115
0
0
0
0
0
0
0
0
0
0
0
0
0
319
0
0
194
0
0
64
0
0
0
0
0
225
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
68
0
5
12
0
0
0
0
0
98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
63
0
0
12
0
0
0
0
0
98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
159
0
47
16
0
0
0
0
0
71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
179
0
152
32
0
0
0
0
0
138
0
0
Vy
L-
6 W
Vjl
L-^
V612C-
Osw 1N
Tj
L-
D C
F
F
6
c) AED excursion 77 Envelope
losstgain 601 724 293 538 12
a) Infiltration 399 129 156 51 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
olher 0 1 0 Subtotal (
lines 6 to 13) 1000 853 449 588 Less
eaemal load 0 0 0 0 14
15
Less
transfer Redistribution
Subtotal
Duct
bads 1 229/6 32% 0
0
1000
225
0
0
853
271
229/6 320/6 0
0
449
101
0
0
588
187
Total
room load Air
reqwred (cfm) 1 1224 59
1124
49
550
1
26 775
34
Calculations
approved by ACCA to meet all requirements of Manua) J 8th Ed. wr
gl tsoft- •--• ------- Right -Suite® Universal 2018 18.0.13 RSU23828 2018-
Apr-30 13:29:40Page 5 osaBGRElLot30KensingtonReserveSantaRosaBGRE.
rup Calc - MJ8 House faces: E
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot30Kensington ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Mstr Bdrm Mstr WC 2
3
Exposed
wall Room
height 34.
5 ft 8.
0 ft heal/cool 0
ft 8.
0 ft heal/cool 4
Room dimensions 18.5 x 16.0 It 3.5 x 5.5 ft 5
Room area 296.0 ftz 19.3 ft2 Ty
Construction number
U-
value BtufViti"
F) Or
HTM Btuhl112)
Area (
ft9 or
perimeter (ft) Load
Btuh)
Area
019 or
perimeter (ft) Load
Btuh)
Heat
Cod Gross N/P/S Heat cool Gross N/P/S Heat Cool 6
Vy l--!
12C-
Dsw 2A-
2om 16B-
19ad 0.
091 0.
350 0.
049 n
n
n
252
9.
69 1.
36 285
10.
46 2.
66 128
15
0
113
0
0
285
145
0
322
157 0
0
0
0
0
0
0
0
0
0
0
0
0
W
11Bk
wall,
stucco ext 2A-2om
0.201
0.350
n n
5.
57
9.69
5.29
10.46
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
I
Y-G
2A-2omd
12C-0sw
2A-2om
0.620
0.091
0.350
n a
a
17.
17
252 9.
69
16.92
285 28.
96
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk
wall,
stucco ext 2A-2om
0.201
0.350
a a
5.
57
9.69
5.29
28.96
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vy
11DO
12C-
0sw
Blk wall,
stucco ext 0.390
0.091
0.201
a s
s
10.
80
252 5.
57
12-03
2-85
S29 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
V612C-
0sw
2A-2om
0.350 0.091
s w
9.
69
252 10.
80
285 0
148
0
133
0
335
0
379
0
0
0
0
0
0
0
0
W
2A-
2om
2B-2fm
16B-19ad
0.350
0.340
0.049
w w
w
9.
69
9.42
1.36
28.96
30.36
266 15
0
0
0
0
0
145
0
0
434
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk
wall,
stucco ext 2A-2om
2A-2om
0.201
0.350
0.350
w w
w
5.
57
9.69
9.69
5.29
28.96
10.46
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
12C-
Dsw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 t---D
11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-
38ad 0.026 0.72 1.41 296 296 213 418 19 19 14 27 F 20P-
13t 0.068 1.88 0.9B 0 0 0 0 0 0 0 0 F 22A-
tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c)
AED excursion 37 2 Envelope loss/
gain 1124 1672 14 25 12 a)
Infiltration 539 175 0 0 b) Room
verlliLticn 0 0 0 0 13 Intemal
gains: Occupants @ 230 1 230 0 0 Appliances/other
600 1 0 Subtotal (lines
6 to 13) 1663 2677 14 25 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
1663 2677 14 25 15 Duct
bads 22% 32% 374 849 229/ 32% 31 8 Total room
load 2037 35M 1 1 17 33 Air required (
cfm) 97 154 1 1 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. fj.F
wrlgti=solt- Right -Suite® Universal 2018 18.0.13 RSU23828 201E Apr-
30 1 Pag 6 osaBGRE%Lot30KerLsingtonReserveSantaRosaBGRE.
rup Calc = MJ8 House faces: E g
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.DEL-AIR.COM
Job: Lot30Kensing ton ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name loft Laundry 2
Exposed wall 320 ft 0 ft 3
Room heigtt 8.0 If heal/cod 8.0 ft heal/cod 4
Room dimensions 1.0 x 345.5 it 7.0 x 6.0 ft 5
Room area 345.5 ftz 420 ftz Ty
Construction U-value Or HTM Area (ftj Load Area (ft Load number
Btuh/fVZ'F) Btut ftq or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6
W 12C.Osw 0.091 n 252 285 114 99 250 282 0 0 0 0 2A-
2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0 W
16B-19ad 0.049 n 1.36 266 30 30 41 80 0 0 0 0 Blk
wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 Vy
12C-0sw 0.091 a 252 285 112 97 245 276 0 0 0 0 Y_
G 2A-2om 0.350 a 9.69 28.96 15 0 145 434 0 0 0 0 VLZBlk
wall, stucco ext 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 2ti96 0 0 0 0 0 0 0 0 11D0
0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 s 252 285 0 0 0 0 0 0 0 0 Vy
Bilk wall, stucco ext 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 f_
i 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 V+
f 12C-Osw 0.091 w 252 285 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 L{3 2B-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 w 1.36 2-66 0 0 0 0 0 0 0 0 f
Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 G
2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 L-
G 2A-2om 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 R
12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 I---
D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 346 346 249 488 42 42 30 59 F
20P-131 0.068 1.88 0.98 225 225 424 220 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 118 55 Envelope
loss/gain 1499 1819 30 5 12
a) Infiltration 500 162 0 0 b)
Room verdilation 0 0 0 0 13
Irtemal gains: Occupants @ 230 0 0 0 0 Appliances/
dher 0 1 600 Subtotal (
lines 6 to 13) 1999 1981 30 605 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redrstnbution
0 0 0 0 14
Subtotal 1999 1981 30 605 15
Duct loads 221/6 325/6 449 629 22'/. 32% 7 192 Total
room bad 2448 2609 1 37 796 Air
required (cfm) 1 1171 114 2 35 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. F
d- w g~ gym 2018 Apr-30 1 Right -
Suite® Universal 2018 18 0.13 RSU23828 Page osaBGRE\
Lot30KensingtonReserveSantaRosaBGRE.rup Cale = MJ8 House faces: E 9
wrightsofr 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.DEL-AIR.COM
Job: Lot30Kensing ton ReserveSa... Date:
3/31 /2015 By:
FJF 1
Room name Morning Pantry 2
Exposed wall 41.0 ft 6.0 ft 3
Room height 9.3 ft heal/cool 9.3 ft heat/cool 4
5
Room
dimensions Room
area 19.
0 x 11.0 it 209.
0 I'll 6.
5 x 6.0 ft 39.
0 f12 Ty
Construction number
U-
value Btuh/
ftz"F) Or
HTM Btuh/
ft2) Area (
ft9 or
perimeter (ft) Load
Btuh)
Area (
f1q or
perimeter (ft) Load
Btuh)
Heat
Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6
W I--(
i W
12C-
0sw 2A-
2om 16B-
19ad 0.
091 0.
350 0.
049 n
n
n
2.
52 9.
69 1.
36 285
10.
46 2-
66 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
Bilk
wall, stucco ext 2A-
2om 0.
201 0.
350 n
n
5.
57 9.
69 S29
10.
46 103
0
55
0
304
0
209
0
0
0
0
0
0
0
0
0
II
yl
G
2A-
2orrd 12C-
0sw 2A-
2om 0.
620 0.
091 0.
350 n
a
a
17.
17 252
9.
69 16.
92 285
28.
96 48
0
0
0
0
0
824
0
0
812
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk
wall, stucco ext 2A-
2om 0.
201 0.
350 a
a
5.
57 9.
69 5.
29 28.
96 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
yl
11DO
12C-
0swBlk
wall, stucco ext 0.
390 0.
091 0.
201 a
s
s
10.
80 2.
52 5.
57 1203
2.
85 5.
29 0
0
103
0
0
70
0
0
390
0
0
371
0
0
56
0
0
56
0
0
312
0
0
297
l-;
V612C-
0sw 2A-
2om 0.350 0.
091 s
w
9.
69 252
10.
80 2.
85 33
0
25
0
317
0
353
0
0
0
0
0
0
0
0
0
W
2A-
2om 2B-
2fm 16B-
19ad 0.
350 0.
340 0.
049 w
w
w
9.
69 9.
42 1.
36 28.
96 30.
36 266
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk
wall, stucco ext 2A-
2om 2A-
2om 0.
201 0.
350 0.
350 w
w
w
5.
57 9.
69 9.
69 5.
29 28.
96 10.
46 177
49
0
128
0
0
714
475
0
679
1420
0
0
0
0
0
0
0
0
0
0
0
0
0
12C
Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 11DO
0.390 n 10.80 12-03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 209 2D9 151 295 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-lpl 0.9m 27.40 0.00 209 41 1123 0 39 6 164 0 6
c) AED excursion 65 32 Envelopeloss/
gain 4299 4284 476 265 12
a) Infiltration 748 242 109 35 b)
Room ventilation 0 0 0 0 13
Intemal gains: Occuparrts @ 230 0 0 0 0 Appliances/
other 5 50 Subtotal (
lines 6 to 13) 5D46 4531 586 350 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 586 350 14
Subtotal 5D46 4531 0 0 15
Duct bads 15% 21% 752 938 15% 21% 0 0 Total
room bad 5798 5469 0 0 Air
required (cfm) 1 277
2391 1 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t}
t wr gtitsofY 2018 Apr-30 1 40 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 8 osaBGRE\
Lot30KertsingionReserveSantaRosaBGRE.rup Cab = MJ8 House faces: E
Duct System Summary
Job: Lot30Kensing ton Reserv... wrightsofto
Date: 3/31/2015 Entire
House By: FJF DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• •
For:
Ryan Homes 3745
HANWORTH LOOP, SANFORD, FL 32773 External
static pressure Pressurelosses
Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
40 in H2O 0.
06 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
260 in/10011 1283
cfm Cooling
0.
40 in H2O 0.
06 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
260 in/100ft 1283
cfm 131
ft Supply
Branch Detail Table Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H
x W in)
Duct
Matl
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk Bann
2 c 1924 73 84 0.399 6.0 Ox 0 VIFx 15.3 70.0 Bdrm
3 c 1421 47 62 0.383 6.0 Ox 0 VIFx 18.8 70.0 Bthrm
1 h 321 15 14 0.443 4.0 Ox 0 VIFx 6.7 70.0 Dinette/
10chen h 1711 82 75 0.310 6.0 Ox 0 VIFx 14.5 95.0 st1 Dinette/
lGtchen-A h 1711 82 75 0.302 6.0 Ox 0 VIFx 17.7 95.0 SO Great
h 4943 236 187 0.267 9.0 Ox0 VIFx 32.1 95.0 st1 Laundry
c 796 2 35 0.451 4.0 Ox 0 VIFx 5.4 70.0 Morning
h 5798 277 239 0.260 9.0 Ox 0 VIFx 25.9 105.0 SO Mstr
Bdnn c 3526 97 154 0.372 8.0 Ox 0 VIFx 21.4 70.0 Mstr
Bthnn c 775 26 34 0.429 5.0 Ox 0 VIFx 9.2 70.0 Mstr
WC c 33 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr
WIC h 1224 59 49 0.445 5.0 Ox 0 VIFx 6.4 70.0 Powder
h 212 10 8 0.305 4.0 Ox0 VIFx 16.4 95.0 st1 Study
h 3330 159 152 0.296 7.0 Ox 0 VIFx 19.7 95.0 SO loft
h 2448 117 114 0.369 6.0 Ox 0 VIFx 22.2 70.0 Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H
x W in)
Duct
Material
Trunk st1
Peak AVF 846 736 0.260 606 16.0 0 x 0 VinlFlx wright
soft' 2018-
Apr-30 13:29:41 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCK...
osaBGRE\Lot30KensingtonReserveSantaRosaBGRE.rup Calc - MJ8 House faces: E
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
wrightsoft'
2018-Apr-30 13:29:41
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
ACC%...osaBGRE1Lot30KensingtonReserveSantaRosaBGRE.rup Calc - MJ8 House faces: E
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot30Kensington ReserveSantaRosa BGRE Builder Name: Ryan Homes Street: 3745
HANWORTH 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 s. 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
pipina and wirino. 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. Electricaliphone box
or The air barrier shall be installed behind electrical or communication exterior walls
boxes or air -sealed boxes shall be installed. HVAC register
boots HVAC register boots that penetrate building thermal envelope shall be sealed
to the sub -floor or drywall. Concealed When
required to be sealed, concealed fire sprinklers shall only be sprinklers sealed
in a manner that is recommended by the manufacturer. Caulking or
other adhesive sealants shall not be used to fill voids between fire
sorinkler cover plates and walls or oealenris. a. In
addition, inspection of log walls shall be in accoraance witn the provisions or we-4uu. 4/30/
2018 1:33 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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undercut on doom --to' habitable zz:
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Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value.
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SC1v'irM#:77 C,Pvc cllp°
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 30, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 42
3P 18- 2yS1
DATE
Ok to construct single family home
with setbacks and impervious area
shown on plan. 3`4. 2_"10
5a Y*a. R? o%ct- %
I Ct•R
LOT 29
tzj
LOT 41
S 00019'09 " E
I
I
I 37.13' 37.13'
I i
LOT 30
I
I
15.00'
18.7' 21.3'
M1
LANAI
ZLJ
PROPOSED MODEL
SANTA ROSA — B
2 CAR GARAGE RIGHT A/C
W\MORNING RM.
W/LANAI (
613
15.00,
18.7'
r:
ENTRY
I
to
I
21.3'
16' DRIVE
I WALK
I
25.20' 5.67'
ti — 10' UTIL.I ESMT.
5' WALK
Z
CURB
DRAIN INLET AS S 00°19'09" E
SCALED FROM 62.50'
DRAINAGE PLANS
H.AYV XOR TH L O OP
50' PRIVATE R/W)
LOT 40
7.50'
ti CoO
7.50'
O
O
4.00'
7.50'
t1tJ
LOT 31
274.95' P.C.
PROPOSED — FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY " TV20""'' "' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,460± SQUARE FEET OR 34.2% SIDE = 5' FOR 40' LOTS111G,46
LOT GRADING TYPE ALOT CONTAINS 7,188t SQUARE FEET SIDE 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS — 28.0' LIVING AREA CONTAINS 1,714t SQUARE FEET SIDE 10' FOR 75' LOTS
CONC LANAI/PORCH CONTAINS 7461 SQUARE FEET SIDE STREET = 25'
CRUSE'NME'YEIR-ASCOTT ASSOC, - INC. - LAND SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1435P . rLAT PDL • POINT ON LINE NOTES: T •FIELD TYP. • TYPICAL
IP, • IRON PIPE PRL • POINT OF REVERSE CURVATURE
IRON ROD PL.C. • PONT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of
C CONCRETE MONUMENT RAIL •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMWISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES
SET IJt. 439i N.R. NON -RADIALSEI.R. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
REC. RECOVER[0 V.P. VITHESS POINTRED J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. WERE MAY BE OTHER RESTRICTIONS
P.0.IL •POINT Di BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.0.C. POINTOF COKKENCENENT PRM • PCRMANERT REFERENCE MONUXENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
CENTERLINE fF• FINISHED FLOOR CLEVATION
NLD • NAIL L DISK LS:L BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY.
R/V RIGHT-OF-VAY tM • BCNLXIWLK G. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
ESMT. •EASEMENT t.B. •LASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUAI AND ON THE LINE SHOWN AS BASE BEARING (B.S.)
DRAIN. DRAINAGE ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED.
UTIL. UTILITY
CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4595.
VDFC. • VOOD FENCE
C/B CONCRETE BLOCK SCALE 1 1• 20DRAWN BR ••• Pt,
POINT OF CURVATURE P.
T. PEI OF TANGENCY DESC.
DESCRIPTION CERTIFIED BY: DATE ORDER No. R •
RADIUS PLOT, -PLAN 04-17-2018 2370-18 L •
ARC LCNGTX D •
DELTA PLOT PLAN 05-03-2018 2780-18 C •
CHORD C.
B. CHORD BEARING NORTH
THIS
BUILDING/PROPERTY DOES NOT UE WITHIN /\1 THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM• TOM USENM R, R.J. 1 4714 ZONE '
l' MAP 112117CO09OF (09-28-07) `"ES
W.SCOTT, R.LS / 4801
RECORD COPY
I
n City of Sanford
Building and Fire Prevention
Product App
SANFORD
O
Permit #
RT
Project Location Address !? - TJ - H
ification Form
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
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
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Certain'reed Corp. Certain -reed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
ad
Awl ROOF
TRUS' SE5
A FLORIDA CORPORATION
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 z
0
o
v
z
COUNTY: SEMINOLE"'
c
LOT/BLK/MODEL: LOT:30 / MODEL:SANTA ROSA / ELEV:B / GAR R
JOB#: 72104
MASTER#: WRCSRBLM
OPTIONS: LANAI MORNING ROOM
V
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
t - A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSRBLM
JOB #72104
Site Information:
Customer Info: RYAN HOMES Project Name
Lot/Block:
LOT #30
Address:
City:
Scattered Lots
Model: SANTA ROSA
Subdivision:
County: Orange
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -86 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
I1 A0033263 A01G 3/30/18 13 A0033275 CJ5 3/30/18 25 A0033287 FL11GE 3/30/18
12 A0033264 A02 3/30/18 14 A0033276 FG1 3/30/18 26 A0033288 FL12 3/30/18
I3 AO033265 A03 3/30/18 15 AO033277 FG2 3130/18 27 AO033289 FL13 3130/18
14 A0033266 A04 3/30/18 16 A0033278 FG3 3/30/18 28 A0033290 FL15G 3130/18
15 A0033267 A05 3/30/18 17 A0033279 FL01GE 3/30/18 29 A0033291 FL16 3/30/18
16 A0033268 A06 3/30/18 18 A0033280 FL02 3/30/18 30 A0033292 FL17 3/30/18
17 A0033269 CA 3/30/18 19 A0033281 FL03 3/30/18 31 A0033293 FL19 3/30/18
I8 IA0033270 CAA 3/30/18 20 IA0033282 FL05 3130/18 32 A0033294 FL20 3/30/18
19 A0033271 CAL 3/30/18 21 A0033283 FL06G 3/30/18 33 IA0033295 FL21 GE 3/30/18
110 A0033272 CJ3 3/30/18 22 A0033284 FL07G 3/30/18 34 A0033296 FL24 3/30/18
Ill A0033273 CJ3A 3/30/18 23 A0033285 FL08 3/30/18 35 A0033297 G02G 3/30/18
112 A0033274 I CJ3L 3/30/18 24 A0033286 I FL09G 3/30/18 36 A0033298 H02GE 3/30/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE. -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
t11111/1
oav• 7• r MAO .
The suitability and use of components for any particular building is the responsibility of the: r10 80083buildingdesigner, perANSlrrPl-1 Sec. 2. ab :
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. W
SThedesigncriteriathereinhavebeentransferredtoAnthonyTomboIIIPEby [Al Roof
Trusses location]. These TDDs to times 'Structural
b
iorspecific (also referred at as
w/
Engineering Documents) are specialty structural component designs and may be \/
Digitally signed by
Tombo, III I wA ( 0, p/ O n
ro ecrs deferred or phased submittals. As a Truss Design Engineer (i.e., S cial ` J
rofes
DN:r-US.st=Florida,1 •
Pierce, o=Whole House
Engineer),
gthe
seal here and on the TDD represents an acceptance tanceof professional PPpTT T for
design Truss depicted TDD o m bog Engineering,cn=An[honyT. engineering
responsibility the of the single on the onljR.T Tombo, Ill, Building
Designer is responsible for and shall coordinate and review the TDDs for ernakAnthonyrombo.10when compatibility
with their written engineering requirements. Please review all TDDs JrH all AnthonygDtffi ' 3g related
notes.•% A2 2100 00 00 00 4C 12 87 DF Page 1
of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSRBLM
No. I Seal # Truss Name Date
37 A0033299 H03 3/30/18
38 A0033300 HJ5A 3/30/18
139 A0033301 HJ5L 3/30/18
140 A0033302 HJ7 3/30/18
141 IA0033303 J5A 3/30/18
142 A0033304 J51- 3/30/18
143 A0033305 J6A 3/30/18
144 A0033306 J7 3/30118
145 A0033307 M05G 3/30/18
I46 IA0033308 M06 3/30/18
I47 A0033309 M07 3/30/18
148 A0033310 M08 3/30/18
49 STDL01 STD. DETAIL 3/30/18
50 STDL02 STD. DETAIL 3/30/18
51 STDL03 STD. DETAIL 3/30/18
52 STDL04 STD. DETAIL 3/30/18
53 STDL05 STD. DETAIL 3130/18
54 STDL06 STD. DETAIL 3/30/18
55 STDL07 STD. DETAIL 3/30/18
56 STDL08 STD. DETAIL 3/30/18
57 STDL09 STD. DETAIL 3/30/18
58 STDL10 STD. DETAIL 3/30/18
59 STDL11 STD. DETAIL 3/30/18
60 STDL12 STD. DETAIL 3/30/18
161 STDL13 STD. DETAIL 3/30/18
62 STDL14 STD. DETAIL 3/30/18
63 STOL15 STD. DETAIL 3/30/18
64 I STDL16 STD. DETAIL 3/30/18
Page 2 of 2
Job Truss Truss Type Qy Ply
A0033215
WRCSRBLM AO1G HIP GIRDER 2
1 Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:05 2018 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNl-4FSNvBihCgH8lyYORlcnklOwdgYgOYSm WQsobzVmxW
13-6-14 20-0 0 26-5-2 33 0 0 40-M 41-0,0
7-0 0 6-6-14 6 5 2 6-5-2 6$14 7-0 0 -0-0
3x8 =
17
35 36 16 37 1538 39 40 74 41 42 13 43 12 44 45 46
11
5x6 =
2x4 11
5x10 MT20HS= 2x4 II 400 =
2x4 II
5x6 =
4x8 II 4x10 = 500 MT20HS= 4x8 11
33.0-0
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.82 14 588 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WS 0.80 Horz(CT) 0.11 9 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.50 14 957 240 Weight: 443 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2,T3: 2x4 SP M 30
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
2 = 3377/0-3-8 (min.0-1-8)
9 = 3377/0-3-8 (min.0-1-8)
Max Horz
2 = 59(LC 27)
Max Uplift
2 = 1211(LC 4)
9 = 1211(LC 5)
Max Grav
2 = 3377(LC 1)
9 = 3377(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-7202/2615,3-24=-10273/3791,
24-25=-10273/3791, 25-26=-10273/3791,
4-26=-10273/3791, 4-27=-10273/3791,
27-28=-10273/3791, 5-28=-10273/3791,
5-6=-10273/3791, 6-29=-10271/3790,
29-30=-10271/3790,30-31=-10271/3790,
7-31=-10271/3790, 7-32=-10271/3790,
32-33=-10271/3790,33-34=-10271/3790,
8-34=-10271/3790,8-9=-7201/2614
BOT CHORD
2-17=-2319/6565,17-35=-2315/6579,
35-36=-2315/6579, 36-37=-2315/6579,
16-37=-2315/6579,16-38=-4083/11423,
15-38=-4083/11423, 15-39=-4083/11423,
39-40=4083/11423, 14-40=-4083/11423,
14-41=-4083/11423, 41-42=-4083/11423,
13-42=-4083/11423, 13-43=-4083/11423,
BOT CHORD
2-17=-2319/6565,17-35=-2315/6579,
35-36=-2315/6579,36-37=-2315/6579,
16-37=-2315/6579, 16-38=-4083/11423,
15-38=-4083/11423, 15-39=-4083/11423,
39-40=-4083/11423, 14-40=-4083/11423,
14-41=-4083/11423, 41-42=-4083/11423, 13-42=-4083/11423, 13-43=4083/
11423, 1243=4083/11423, 1244=-2322/6579, 4445=-
2322/6579, 45-46=-2322/6579,
1146=-2322/6579,9-11=-2326/6564
WEBS 3-17=0/495, 3-16=-
1511/
4188, 4-16=-858/605,6-16=-1310/
459, 6-14=0/556, 6-12=-1312/
461, 7-12=-856/603, 8-12=- 1510/
4186, 8-11=0/495 NOTES- (11) 1)
2-ply truss to
be connected
together with 10d 0.131'x3') nails as follows: Top
chords connected as follows: 2x4 - 1
row 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) Unbalanced roof
live loads have been
considered for this design. 4) Wind: ASCE 7-
10; Vult=150mph (
3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.
Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.
18; MWFRS (envelope); cantilever left and right exposed ; end vertical
left exposed; Lumber DOL=1.60 plate grip
DOL=1.60 5) Provide adequate drainage to prevent water
ponding. 6) All plates are MT20 plates
unless
otherwise indicated. 7) This truss has been designed
for
a 10.0 psf bottom chord live load nonconcurrent with any other
live loads. 8) ' This truss has been designed
for
a live load of 20.Opsf on the bottom chord in
all areas where a rectangle 3-6-0 tall by 2-
M wide will fit between the bottom chord and any other members. 9)
Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except Qt=lb) 2=1211,
9=1211. 10) Hanger(s) or other connection device(
s) shall be provided sufficient to support concentrated load(s)
240 lb down and 269 lb up at
7-0-0, 123 lb down and 143 lb up at 9-0-12, 123
lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up
at 13-0-12, 123 lb down and 143 lb up at 15-0-
12, 123 lb down and 143 lb up at 17-0-12, 123 lb down
and 143 lb up at 19-0-12, 123 lb down and 143 lb up
at 20-11-4, 123 lb down and 143 lb up at 22-11-
4, 123 lb down and 143 lb up at 24-11-4, 123 lb down
and 143 lb up at 26-11-4, 123 lb down and 143 lb up
at 28-11-4, and 123 lb down and 143 lb up at 30-
11-4, and 240 lb down and 269 lb up at 33-0-0
on lop chord, and 365 lb down and 119 lb up at 7-M,
88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb
down at 13-0-12, 88 lb down at 15-0-12, 88 lb down
at 17-0-12, 88 lb down at 19-0-12, 88 lb down at
20-11-4, 88 lb down at 22-11-4, 88 lb down at
24-11-4, 88 lb down at 26-11-4. 88 lb down at
28-11-4, and 88 lb down at 30-11-4, and 365 lb down
and 119 lb up at 32-114 on bottom chord. The design/selection of such
connection device(s) is the responsibility of
others. 11) WARNING - Please thoroughly review the "A-
1 ROOF TRUSSES (-SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(
S) Standard 1)
Dead + Roof
Live (balanced): Lumber
Increase=
1.25 Plate Increase=1.25 Uniform Loads (pin
Vert: 1-3=-60,
3-8=-60,
8-10=-60, 18-21=-20 Concentrated Loads (lb) conunueo on page z
cq lh.seO.
dF ma.d-1I
nGF IIISSrS rS[LLIrj QCiil filr6e(01ai[r3 nSl]YS-iT:r; e(u[f•iJEfi trc lcKr icrrotlnd,r In min, M.p Ma.IRf!rrlAgl brr4ll. trtr+m Sl,n rSi ¢, dn, Oe.ivaM riD.rj Wid ctary Nut"co II.:TNt.rntltt.
im, hvp r.p np..Sl.a.arlq..M ruYn lI11 q¢rm¢per rptn,ldu{w1gny Wtlolbrl,spid,a,in:, Lryslnr100 It. dnfRl it lnpnvnfnn lwfq,tan uad Anthony T. Tombo III, P.E. i r. do. i.0werwholi, !ra ro.m.ao. ,,ard nr yrearn..rn.a¢arut berrrdl.„u dRu m,m r xd. rnnrartm.lr rn w,.wae.orny rrrrny.end r 80083 dft deWghp,Uc.a-,row.rNOdt.pima,
rdpd.,drveE!(.y mWeiraSim IialrinrehandSxend na Prrrlpe u. mitl ca,ny.al nrinnratin,Au}r.t:minp[rtan 1rntrawr..,ant 44515t.LucieBlvd. Fort Pierce. FL 349e6 opytitN07011bltnllncus-AUYagl.lmh.111,
Fl. tepol.aia.dtYnbeooenLu.
rylvq,tptoti6ed.itlaettleMntte.permitunhem A.Ihdhnses-AefiwrLlmtoIII, P.L
Job Truss Truss Type Qty ply
WRCSRBLM A01G HIP GIRDER 2 2
A0033215
Job Reference (optional)
11 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Pre : 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:05 2018 Page 2
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNl-4FSNvBihCgH8lyYORIrnklOwtlgYgOYSm WQsobzVmx W
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 3=-193(F) 5=-123(F) 8=-193(F) 17=-365(F)
1 1=-365(F) 24=-123(F) 25=-123(F) 26=-123(F)
27=-123(F) 28=-123(F) 29=-123(F) 30=-123(F)
31=123(F) 32=-123(F)33=-123(F) 34=-123(F)
35=-70(F) 36=-70(F)37=70(17)38=-70(F)39=-70(F)
40=-70(F) 41=-70(F) 42=70(17) 43=-70(F) 44=-70(F)
45=70(F) 46=-70(F)
d,. a. r u.n i1Imarsm..imln¢rm lEW ir+an[nfIS101ii19;t(nCnl G.[l ha We bur pudm d mi or,.n,I•n,Mp Yn lirlPud47.iI IrialLt E[&me Sim wb n+dm+mv., v"n"13.1Wr,i,am,rfri„Mn 6ir+tflr.nu i,rirn,RapiQ.pr,s gWr:,n,d.rrr 4nm,o. dsr.m,dd ,qa+++rnr•da,.prdtµu,:,MmroaioL.ry.r.ru nanr„ry m%dq,rma.>uar"I
d.udr,Im,tu.rwi,t.d,urd draa,n.ao.. ,ra.cd.o wr,ponp•,.d,rnn,idm a a.ie,ndw d .frtiL i, Anthony T. Tombo III, P.E.
h latq r,¢d6ed. il.:+,um.re iW du,ymtd ,dl.
T7 d dOr lDid., hL nrdnfntt d,rgi.Ggw,qr,ondl.r drm{uf.ot inp,rll,d 90083adr,Wmidyir.u.fiaridwdgnidswnrd.rwyR.d raemirs.,m,y.,ut neramraumory..In,wpgrdrm,ervn..n,
nmmidrh tdamd•*Wh+R'a+M anrl.„n„tqmh¢IerrClgks.,nle:,si+E uadarMlq i4orlrlrrnn.idaloml, 4451 $t. Lucie Blvd
Fat Pierce, FL 34946
oplti(N01016A.IfoelGnses-AnlagW.( te l.Icb,1pnt.0iadrYn4aaayion/Iaaisp,di10e1ntYanlit vr,nnpercittinfin Adlcdlmu,-tc wfl.lo.lulll,l.[.
Job Truss Truss Type Qty Ply
A0033216
WRCSRBLM A02 Hip 2 1
Job Reference (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 Mar 30 11:22:06 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-ZS016XjJz_P?v67C_?70HyZ7393KPXgb?A9QK1zVmxV
1 9-0-0 16 3 12 23-8-4 31 0 0 40-0-0 1
9-0-0 7-3 12 7-4-8 7-3-12 9 0 0
5.00 12
5x6 =
3x4 =
4x6 =
3x4 =
r R 7
5x6 =
8
16 15 14 13
12
5x8 11
3x4 =
5x6 WB= 3x4 = 5x6 WB=
31-0-0
ilk
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.31 12-14 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.76 12-14 630 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.18 10 n/a n/a
BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.33 14 999 240
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E 'Except'
T2,T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-&O,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 4-8-3 oc bracing.
WEBS
1 Row at midpl 5-16, 7-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
10 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 74(LC 12)
Max Uplift
2 = 498(LC 8)
10 = 498(LC 9)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1010/130, 34=-3093/2017,
4-5=-2783/1977, 5-6=-3891/2615,
6-7=-3891/2615, 7-8=-2783/1977,
8-9=-3093/2017, 9-10=-1010/130
BOT CHORD
2-16=1645/2757, 15-16=-2352/3786,
14-15=-2352/3786, 13-14=-2353/3786,
12-13=-2353/3786,10-12=-1650/2757
WEBS
4-16=-3157790,5-16=-1277/802,
WEBS
4-16=-3157790,5-16=-1277/802,
5-14=0/309, 7-14=0/309, 7-12=1277/802,
8-12=-3157790
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=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
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M 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 Qt=lb) 2=498, 10=498.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
3x4 =
5x8 11
40-0-0
9-0-0
PLATES GRIP
MT20 244/190
Weight: 183 lb FT = 10%
re.q IL van}'M1 rr6. r.%i I-V Tmssrsalir'r alJ Rob tt-MIXISM151tjrTr; IMEM . trchrlr(4P—d drd dn. w T—kW kn,(r !ra lr,Vs1 WOLF[ Lft-Am W—, blur On.m atd.al01..Y
dlid nu:nrnr xllh rW aranox..dd helrnr ku{.l rrpr. srnnry hpre;awln s l0lrgevm mpu da rdnd d.px q rrrpullpyalnpda uArL aMmsxalUl.¢r.itil M1lxp nxyan.arque wt,nrik} Anthony T. Tombo ill, P.E.
I rex dks l;nrsugs.unsnarnr fLar.rao.ur.ao.,nrxOndgf sa wnryoaTu,.oe nnnfor oC4C raYdld={n4 riM1i ihq.rN11a MkIlmhH nr d16 TML.]6rlrllywgr. nemh. WIN" xirY ny.sMn d z8OO83
aluykspcs4exesl smen.alWdapnstliMm dmkEy(.aumsdegkr.m.OdplhldrylTdY(ImrheNa.d IM1lkfrsurryvlYntlpsnlLhmkvp,lrsinpq..tltnslh.rrr,ks 4451St. Lucie Blvd. Rsniv
lduel lrrfaed qxl q...mryhArrn ndrd. M1lnv hrq F vrblCi th ltial krt.nl+:s Sisza 6{m.dy.lir! {O tladkm.r nldid.ml. Fort Pierce, FL 34946 rPligYf02116A-
160hosses-kokerfl.Lc6e111,11. teprdtoiadd'niemnem,inegtwgispsnY3rlelritla6'tle.xineepermisuw6mbltcdheus letheorl.bokclll,/.l.
Job Truss Truss Type city Ply
WRCSRBLM A03 Hip 2 1
A0033217
Job Reference (optional)
i
y,,vo ....nul . o. rcu a rvuv rc cU r r rnnr. o. 1ZU 5 NOV I [Ul r M1I eK Inaustnes, Inc. vn Mar 30 1 22:06 201a Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-ZS016XjJz_P?v67C_?7OHyZA992 R9b?A9QK1zVmxV
1 5-7-15 11-0 0 16-0 2 23-5-14 29-0-0 34-0 1 40-0-0 1
5-7-15 5.4-2 5 6 2 6 11-11 5-0-2 5 2 5 7-14
5x8 II
5x6 =
3x4 = 4x6 =
3x4 = 5x6 =
its __ ._ ... 14
3x8 = 4x6 = 3x4 = 4x6 =
3x8 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 16-18 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.58 16-18 823 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 12 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.35 16-18 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-3 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 89(LC 13)
Max Uplift
2 = 473(LC 8)
12 = 473(LC 9)
Max Grav
2 = 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1275/275, 3-4=-3143/2204,
4-5=-2866/1955, 5-6=-2625/1897,
6-7=-3214/2271, 7-8=-3214/2271,
8-9=-2625/1897, 9-10=-2866/1955,
10-1 1=-3143/2204, 11-12=-1275/275
BOT CHORD
2-18=-1861/2825, 17-18=-1913/3150,
16-17=-1913/3150,15-16=-1914/3150,
14-15=-1914/3150,12-14=-1868/2825
WEBS
4-18=-258/401, 5-18=413/762,
6-18=-812/543, 8-14=-812/543,
WEBS
4-18=-258/401, 5-18=413/762,
6-18=-812/543, 8-14=-812/543,
9-14=413f762, 10-14=-258/401
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; 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
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=473, 12=473.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
5x8 11
40-M
11-00 I
PLATES GRIP
MT20 244/190
Weight: 200 lb FT = 10%
ee. rser.4ngK rre. b.s I IY1 tusml'Ie7 aru1 stun t rxan[n rninxiwm, uuanrrdtr tr., urry rv dm d M ue m im, rnr Mnq Imo! d r ua.r t irb a r t re.e:r wn ir„ nr rdnr en.m edd m m..y
dlldmmrl'assMNn0trtrI/D.dd heG r kvr lq..pr.Sp--,Y4 bwN uud mmrgnmr m db rdnu.dgw nnv renrbui¢dm t¢is:r M,InmlOo.at..m ru Nd'. vn-ge, W'"O .M
dmdlnimrArgl.4.yhmmpWdmdmq.u.40.zirrescdgear4l.tlnrMurr,bmm dml6.u dmYdlaesln4dtRl Ant hony III, P.E
mAbigwyr,mhCe dknquDrmny Wlr
tr tdty Mtge dfeerti.11 xsw retrimdbintrnd phmssdmhtYl(q m ldntKne(tnrirlMklgtwduu m:hexrfy ped iM1l rfnmr #n Wem YLLmh = 8LucierL.lu lbr 1Ie(an qed n.rmrl7 lrnwdrd fY lnuh E 610m1a'1
n'I vh.l ns enpF4 dimrdnlesY,a'asf 4451 St. Lurie Blvd. s2 qnm ksym.ImssR+eEsWr e'oiMl NreYaNe•nnnrdaelbrnl (
eppilb07DIEM led hosses-Aniogl.iorbl111.1.1. [eprohur 0ialddildKcet,iOegl O,itpaYJudatYendernnuperoittiuhwA-] leaf lmus-Aethny1.ledoIII,r.l. For[
Pierce, FL 34946
Job Truss Truss Type Qty Pty
A0033218
WRCSRBLM A04 Hip 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:07 2018 Page 1
I D'fXMofrMaVb?Z7FFUeY3_NdzegNj-1 ea7KtkxklXsXGiPY]eFpASJcYRf8yl EgvzsTzVmxU
6-6-1 13-0 0 20-0-0 27-M _ 33-5.15 40 0 0 41-0 p
6$1 7-0-0 7-0-0 6-5-15
5x6 = 1.5x4 II 5x6 =
3x4 = 4x6 =
3x8 —
4x6 = 3x4 = 5x8 II
Sx8 II
10-6-9 2040-0 29-5-6 40-0-0
10.6-9 9-5-7 9-5.6 10-6-9
Plate Offsets (X,Y) - 2:0-4-3,Edge], [5:0-3-00-2 4] j7:0 3-00 24] [10:0 4-3 Edge] LOADING (psf)
SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240 BCLL 0.
0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a BCDL 10.
0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 14-16 999 240 Weight: 197 lb FT = 10% LUMBER - TOP
CHORD
2x4 SP M 30 'Except* T2: 2x4
SP No.2 BOT CHORD
2x4 SP M 30 WEBS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-&0, Right 2x4
SP N0.3 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 2-2-0 oc purlins. BOT
CHORD
Rigid ceiling
directly applied or 5-2-4 oc bracing. MiTek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 = 1660/
0-3-8 (min. 0-1-15) 10 = 1660/
0-3-8 (min. 0-1-15) Max Horz
2 = 104(
LC 13) Max Uplift
2 = 447(
LC 8) 10 = 447(
LC 9) Max Grav
2 = 1660(
LC 1) 10 = 1660(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
1194/349, 3-4=-3158/2227, 4-5=-
2871/1996, 5-6=-2835/2100, 6-7=-
2835/2100, 7-8=-2871/1996, 8-9=-
3158/2227, 9-1 0=-1 194/349 BOT CHORD
2-16=-
1881/2840,16-25=-1422/2433, 25-26=-
1422/2433,15-26=-1422/2433, 14-15=-
1422/2433,13-14=-1423/2433, 13-27=-
1423/2433,27-28=-1423/2433, 12-28=-
1423/2433,10-12=-1887/2840 WEBS 4-
16=-
332/488,5-16=-173/471, 5-14=
304/662, 6-14=-469/462, WEBS 4-
16=-
332/488,5-16=-173/471, 5-14=-
304/662, 6-14=469/462, 7-14=-
304/662, 7-12=173/471, 8-12=-
332/488 NOTES- (7)
1) Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed,C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) '
This
truss has been designed for a live load of 20 Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-M 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 at=lb) 2=447, 10=447. 7) WARNING -
Please thoroughly review the 'A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT' form.
LOAD CASE(
S) Standard icdhl
Ree
6—oh nm. ek'A I I3M n5L9riIl1En Qrilll ntl6 A eiM17IlCi1 (ISrOYt'tn?; lflirn'.iJ7G tin, oe•f* On. m Ln:4sp Ye.q lfiC; o, Y lAh1I T" It ?I Mvw 54n Mn er W. s dMr.0 mhJ w M lEr, WY Y,LtrrmmlYn,
taoinelW hneoin.re.I:.Irn,Implrp.epe,sN-'blI„e:;mudnolltligrum rlpodoir hsrYdquevi,:yndlry Yulnpder uyr lnateminhlW. de Rl lk4yseu.alnoi 4elgrnm,rtsgdeq Anthony T. Tornbo Ill, P.E. drvdVlnlS:glr
hhrnlwu4WdCeTmerO.airrmvdr.fu6MWyCexp•..tr[w ndorll(ir2dCrYdlaf u4dRl lr T,ddhl0ldn.Yden,0Nolm,.Lfilloftwolr..udd.dhMsmilwW,* Ah!d a80083 Y IalarM
adfren. IOnsroen•eeiWddp esd lydSersdmherYl(wpm Wdl4h m.{IdJpWtYlh ltld Sel ns:dxen7h R.rd-•• IRI LI!!:ry.meandlny[U hm Oeur,lm lnp ia}m flms.wdc rr.ant 4451 St. Luele Blvd r]e.
lu emrlrelan grel q.n nmlq aler:n nrhd ne lnu hsip[gmrb ICl6 titi b,nln:s lloaEyon toil Mini sOm 'laNe•nnnld+d boll Fort Pierce, FL 34946 6ppiplt 01011
Ad led Insses - Aoloq I Ieoilo dl, ri. teprdodme of rlis dersreem, oi uI lem, is proli6ed w6cot lie .ndeo permissin bee Ad tool hisses - Aciliny I Lobo III, P.I.
Job Truss Truss Type Qty Ply
WRCSRBLM A05 Hip 2 1 LbA0033219Reference (optional)
Al HOOT I fusses, Fort fierce, I-L 34946, design(Na1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:08 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-Vg8VXCkZVbfj9PHb6Q9UM NeVKynwtPjuSUeXPwzVmxT
1-0p 8 2 15-00 2000 2500 31-11-14 40-" g1_"
1-0 0 8 2 6-11-14 5-0 0 5 0-0 6 11-14 8.0-2
5.00 F12 5x6 =
1.5x4 11 5x6 =
0
12d
3x4 = 4x6 =
3x8 — 4x6 = 3x4 = 5x8 11
5x8 II
10-0- 15 20-0-0 29-11-0 40-0-0
10-0-15 9-11-0 9-11-0 10-0-15
Plate Offsets (X,Y)— 2.0-4-3,Edgel, [5:0-3-0,Edgel, [6:0-3-0,0-241, [8:0-3-0,0-2-41 9:0-3-0,Edge], 112:0-4-3,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 691 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.15 12 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 16-18 999 240 Weight: 200 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-12 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-4-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 119(LC 13)
Max Uplift
2 = 446(LC 12)
12 = 446(LC 13)
Max Grav
2 = 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-1 136/325, 3-4=-3134/2195,
4-5=-2927/2130, 5-6=-2843/2150,
6-7=-2457/1891, 7-8=-2457/1891,
8-9=-2843/2150, 9-10=-2927/2130,
10-11=-3134/2195,11-12=-1136/325
BOT CHORD
2-18=-1836/2811,18-27=-1305/2262,
17-27=-1305/2262,17-28=-1305/2262,
16-28=-1305/2262,16-29=-1306/2262,
15-29=-1306/2262, 15-30=-1306/2262,
14-30=-1306/2262,12-14=-1841/2811
WEBS
4-18=-386/543, 6-18=-437/623,
WEBS
4-18=-386/543,6-18=437/623,
6-16=-130/496, 7-16=-313/293,
8-16=-130/496, 8-14=437/623,
10-14=-386/543
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; 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
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10 0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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 at --lb) 2=446, 12=446.
7) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
icq ti to ti„yY. r,•h• r'r I I][J niSS6(SNII-r QfLI fF W { (OeOIIIUI (rS17Yj 61!1; IInCRIi:Hr Wr, lrfr had NmJm d red alto r tot Lnt k:p uq (RG! u tY W I i I,.Y 4 r (hhea, Lm Mrr toe un, r .ru vay o m TWO
NTI—V. rcf,"N,Wf.r. Tie 4.,re11.Ten,kepte u(11.Slnllyforti',V.rd.try Mlgly.eupotorp8,tlrtl4-1nyrWlryl,rinpthtop Tr.aClow .r100rlr.ItiITYt pnmyea4rq,roees„o" AnthonyT.TomboIII, P.E. r,u e
In,wrrrw.rNrnMumuaro„re o.r„s.cre.o i.uyunyr,,.rnemrrm mQrrhde:f rr rnu o 4Aearoelotd..mn„Ir(n er t.a"1..mmwill" l:oi.ft11".krnr : 80083 r hfy ie,fadfiext rOn„tlM.rmodupu„rphbe,dui.u l,grm Wert it-"(or,rlh,ki b Tn d mutivtxeml he pert pA—MI aw our rt,, l uI'm n Dew Aemuld„elieatee qnd gro.
N hdpentihK IleTnuh„Trq_ Is IN e.Wx1 M Vint "trm""'''`'tl 44515E
Lurie 494 upe,
nln:,57eaBpaea2rrn8g
rOmtlxNYu.erHa1.T111 349e For( Pierce. FL 6Gptii1At0111i1bIiulltotsesAn4gLleeheW,.1. teprnbuiceelldBbmceo,
its alIwo, itprodihudritYertthe +tmespernitsinboo Adtest ]tosses -Aetheer1.lode lll,Ll.
Job Truss Truss Type Qty Ply
A0033220
WRCSRBLM A06 Hip 1 1
Job Reference (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 Mar 30 11:22:09 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-zliUrBGvnamZsng8gjvbBcEM7 cwE2h8O4xMzVmxS
1-0-0 S9 5 10-1-12 16 10$ , 23 1$ 29-10-4 _ 34-2-10 40-" Al-0s0
S9 5 4 6 6512 6-3-0 6 12 4 7 59-5 1-0-0
5.00 12 5x6 =
5x6 =
roeb
612
17 to so a ,O co .1 ca 13
3x8 —_
4x6 = 3x4 = 4x6 =
3x8 —_
5x8 II
5x8 II
10-1-12 2040-0 29-10-4 40-"
10-1-12 9-10-4 9-104 10-1-12
Plate Offsets (X,Y)— 2:04-3,Edge] [5:0-3-0,0-3-0] 6:0-3-0,0-2-4], [7:0-3-0,0-24], 8:0-3-0,0-3-0], 11:0-4-3,Edge]____
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 15-17 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.67 15-17 714 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.14 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.30 15-17 999 240 Weight: 211 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
Ti: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-3-3 oc bracing.
WEBS
1 Row at midpt 6-17, 7-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
11 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 133(LC 13)
Max Uplift
2 = 464(LC 12)
11 = 464(LC 13)
Max Grav
2 = 1660(LC 1)
11 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1112/343, 3-4=-3121/2227,
4-5=-2947/2113, 5-6=-3007/2336,
6-7=-2219/1738, 7$=-3007/2336,
8-9=-2947/2113, 9-10=-3121/2227,
10-1 1=-1 112/343
BOT CHORD
2-17=1876/2797, 17-26=-1187/2132,
16-26=-1187/2132,16-27=-1187/2132,
15-27=-1187/2132, 15-28=-1188/2132,
14-28=-1188/2132, 14-29=-1188/2132,
13-29=-1188/2132,11-13=-1884/2797
WEBS
5-17=423/548, 6-17=-727/880,
WEBS
5-17=-423/548,6-17=-727/880,
6-15=-47/344, 7-15=47/344,
7-13=-727/880,8-13=423/548
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; 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
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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 Ot=1b) 2=464, 11=464.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
r,4 Pitt. s4ulY.,s•le•h'elinbh ps edosrsrdnrn.Ln, Asy tngpW;.rwrl Irr RPLhI e e Len Mre ne Na Grt•m.leemm,.y eru,
r.rmpn,unrttddrnorr.eea.tr.,,plpe pe.sPoa,tMr.+;r,an.rlw,gnm,our Grp gw.y.wrrr rasp ruptn.Lyrntrmlm.hwtrP+•s.ir ,nu,parrq,r.>smq Anthony T.Tombo111,P.E. vol
rexnrmrar Oro motto., ,e cdrxx ms.uyhxrr,.r .mnxraLra rmhdl.r earnrl e,.,axrlo do edt•uertm.rogmy,.mm rrMqunrrnynwen z 511083 rlur{
M,per(one"11111 as soW.miDdsopMerpftm,dits "(g000WorrhmjW,,.pW,rlell11WSKI Pon.) PA- MI6L11. F,#,srMnlLt4—r insA,V..I•ears udI.,ed• ea..4u 4451 St. Lucie
Blvd m rfe.l.
lxndIiosmdgrtgr..mq4arr ,•nd. hI.ss hsl tym eftr tasr wsq.rI,:,sFea C»Im.aorK4 d•d.4.gin *-renal Ml Fat Pierce, FL 34946 oppilYs0?OltAIIsclTrrsses-A
IArgl.Tombs1161.(trpni aiadlAs1111=0d,mrylrr,isproll'deli.iderlf t.'milFemissicobeeAdfeellrosses-Aolbeny1.bote19,P1. I ,
Job Truss Truss Type Qty Ply
WRCSRBLM CA Comer Jack 8 1
A0033221
Job Reference (optional)
r., moui , ru55e5, runt Pierce, FL 34946, aesign@al uuss.com Run: e.12u s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:10 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-RDGGyump1 DvROjQzDrByRoj_XmeJ[SFBwo7dZozVmxR
1-0-0 011-11
1-M 0-11-11
US II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL . 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
5 = 38(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1)
4 = 5(LC 1)
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 = 11(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (6)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord In all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3, 4.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
rl a..gl:m..h sllwfnlswisrutrlarulnulsrRdemleUSIMS"kngllrLldYlA.II I.U41Ito... uwwne hu'.5. mmidur.T3,.1 mdcoe:a
rns ufin I. e. tiJ...rr s,.IrR, reg Iq_0'.sK.ag E"+;mur..s rn"P.M._F_ dim r*1SJoA% e•gn+IwwmeMN rsQelasye T—M.mnd too *M1 rree,.pm,4- eee, " :uer"I I.uA.
fm,rgl ighh,urw!3W.dhAm.YOm,rorcdezfrhWegkg.•,.4`.on bOC4C.lYYdloulsln4dRN i1,InNdhlYdghllnedmlmt l.94-9i..filbrdk.9Sid eim W,itTd Anthony T. 7antro III, P E k L"h,
q..W( me el.:,sd....,IWdopmsal rd:hrt,dm GdY(q.m 4/g hti•.o. In1e1M r4df111 nrd enl'a pnd pf u MIMeSs t,: w—it•,I dl@, Va. U., DW.. Im imp NINS, o1I.0 liese".,.6,, r 80083 eten„
eld..11rerrted
e7edw.m>lhdl r.•atnd,.i rYe lnlhut(+.vh4ierlVar hsq.e,nL:s3reaE.wd.i.df mm3ladpn.,nldd.flN 4451 St. Lucie Blvd. G ri 1t01016Adfedlnssts-
A.Itu I Iee5rl0,1.1. to r1.di.rdAis6m.ee4ua1In Fort Pierce. FL 34946
711 1 p .,ispoYili]
eintle.tde+rmuprseistiuhnAdlcotlnsus Aelhell.Irel.Ill,l.l.
Job Truss Truss Type Oty Ply
A0033222
WRCSRBLM CAA Comer Jack 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:10 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-RDGGyumpl DvROjOzDrSyRoj?ameRLSFBw07dTozVmxR
1-0-0 all-11
1-0 0 0-11-11
2x4 =
LOADING(psf) SPACING- 2-M CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190
TCDL 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 Code FBC2017frPI2014 Matrix -MP Weight: 5 lb FT = 10%
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
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 = 130/0-M (min. 0-1-8)
4 = 1/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- (6)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2, 4.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
my nnve. rth.n rirxinrssafsruularaunnurcanrtursnnl(ar;uucrlrrurtr TrMryror der,.nslm,u#3 prarrrn.11.l rart.re.zmn,r.,n, 1s,s9W..M.1bt01,j
m.r,r.rrtn usnn.astrrin...0 Kelm, rvplrwp,. srvg bP:r;rw.slm yeumn.n rr+n,r+vxe g mr.wW rrrrrs s rs.,in:sM,snrim.h r. eu. tr enp wyem r,p s.m.>.,.mq Anthony T. Tombo 111, P.E.
I d.uAinfn,Se.rtlahrmAbWitrAm.rO.,mrtd,p..rwc ou•,.a,mnae,mmxrrhns.r d,dlRl hfpnl rlCldntrlln,AmW4..r.inift.rkm9"6nnyrWd x80083 r
4,nl M,pc dit.t IIn„nrerlODdupmu,r*Wre,drpdY!(el.r SCr7W.rn (16t rdh,IdpnldYU mrd.mltr Rye Snr nL,is,nynorm,rw,riu.,sasQ..n.,rrip Egoen dine rr.r^+.,an, 4451 St. Lucie Blvd. AnAnIdr41!
efesv qed a...,ml4.0 pen MIMI. lY lns h,rp!V—IsrCi A. LON ksgr,. I:ms Sim hprr fur rrfa) V m3h4:mnn ldd. RSI Fort Pierce, FL 34946 Opysillm0f116Adlid
insserAnleey1.leehein, PJ. tepreAeu!nddisilmmm,iecry two, ispmhldelrislcwslit +rinnpermissinhem A-Ilcdlrrim-Awheey1.TedisIn, r.t
Job Truss Truss Type Qty Ply
WRCSRBLM CAL Comer Jack 4 1 A0033223
Job Reference (optional)
moos 1 ruses, rorc Merce, FL 34946, aeslgnralai vuss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 111:22:11 2018 Page 1
ID-fXMofrMa Vb?Z7FFUeY3_NdzegNj-vPgeAEnSn W 1 IOt?AnZiB_OGAZAzl4vUK8SlB'1FiVmxQ
1-0-0 0.11-11
1-M 0-11-11
4 1710112
2x4 =
0-11-11
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 129/0-8-0 (min. 0-1-8)
4 = 2/Mechanical
Max Horz
2 = 35(LC 8)
Max Uplift
2 = 94(LC 8)
Max Grav
2 = 129(LC 1)
4 = 19(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 Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 2.
fcrg rbsv l4n}h rrn•h't10GF IlISS[S(SIWi1QfLLt am tfOF'XII IM101, V9•;UU[%L1 1rlx.1,4 hop Nnd..W,IOn. nlP.,Ms.pYngIIWW1WSrSnr11p4R11 hhm Shnn'nee unr 0r nwnnae mr,y mrr,
ecm lYlr uYlnelrhblgbre Mf I,rlml ks l npe.SK:uT[:r;Ruatn IOl,y,nmromFa Mn M1!rud gwvl nynul Yoe letpa4 ufe 4rrMminde lOD wh u1. Rl hLyp n:.m Idgr wsrml Anthony T. Tombo III, P E. IdruAiLmArgl.ltynd up:3lndt>eAm.hO.irrmrcdr ar.nlWnSAvp•,.triarynae,ICmComYdl.ign4diR1 ih lru1 6ICIdgtrllnedmtm d.Igldignrq,,nmMrdY uiruny xHn1 r 80083 M1lalqMtpcditrnYosldMntalmdurrrinr.S s mtA Iwtpm4/dSl3ntd ¢djrWrkl 1}Sd Slll nrme.n Sipco plau M.,lo rSa.
ly Wwllrtu ad ga..tmlhllrn:n nrhd lh lnupy[gmerbeGld lei npartandlnnLLhm
Agu,b rOrsp [epndlmr r ndetu.im 44515t. Lucie
Blvd. 0101/A
q ks,
nia;t Sitk+Erlwrrlry Mlf 10 gslslYaneldsl rr Rll GpITi1NdlKgllneses-Waxy
1.lu=bs01,r1.tepn6oiatdAnitmnen,uu/low,upmiibbelailen[it .rirtnpereisu"hmA-Ihelhisses - Waxy Ileads lO,r.I. Fort Plerce, FL 34946
Job Truss Truss Type Qty Ply
AO033224
WRCSRBLM CJ3 Comer Jack 8
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run- 8.120 s Nov 12 2017 Print: 8A20 s Nov 12 2017 M7ek Industries, Inc. Fri Mar 30 11:22:12 2018 Page 1
1 D:fXMofrMaVb?Z7FFUeY3_NdzegNj-NeNONan4YgA8d 1 aMLG EQWDoJBZI RpMkUN6ckYhzVmxP
1 0 0 2-11-11
1 0 0 2-11-11
3x6 II
2-11-11
2-11-11
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL .10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
5 = 194/0-3-8 (min. 0-1-8)
3 = 69/Mechanical
4 = 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 = 57(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/257
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
LOAD CASE(S)
Standard
eq-tiKa mnry.m.IY'1117Gf RlSSESrS[IItYj Qe;tll Ru6110lxOCR nSIriI-6T'1•;lItlC itii!fi tr.Irhhip psid—o"d.rrs.I., In.,k,.p Yr.y lRP,am 1i.I.b4tt hhrn, Sim kinr. uo„en.arsdd.I4 IN,y suLs,
e•mr»„nnnn,IandIII U. Urlr.,In fsp..pr,Slau71[rpv;muA..11rrn'nms.a.,anMea dr,p gry.W7tltrdIn" AlIN rinulelalnmlrD ry d.RI. Nt ri wP iirq,m.>..ds1 Anthony T. Tombo 111, P E i esimAwl [ IW. l lnrah npJ/ ado. do.r,mearey.ml.a.swr•,.amaaI*KDscrmndWN,w. MI. m9ma+trmrd.strnmamtml.iA4 Qq,..Mu. .In,q,wrmny. z 80083 4451 Lucie Blvd. Fort Pierce,
FL 34946 eppi11101DIAA•
Ibdlnsses-kalogl.Ilds111,r.
I. Aepnlrai000fAisrrmmem,nultm.,isprolibideA.iderl Ae saespermisunhim A-Ileollnsses-Auhnrl.TIMED III, r1.
Job Truss Truss Type Oty Ply
WRCSRBLM CJ3A Comer Jack 2 1
A0033225
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 1 y:22:13 2018 Page 1
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-roxOawoiJ81?FB9Yv_lf3RLWjzeoYp_dcmM I47zVmxO
M2-11-11
2-11-11
2x4 =
2-11-11
2-11-11
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(L-) -0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 10%
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
puriins.
BOT CHORD
Rigid ceiling directly applied or 104)-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 = 70/Mechanical
2 = 187/0-8-0 (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- (6)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; 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 gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
m1q. r1v.n•11tmnRsarf[ua}arutnurstcoranulmlolll-trltr;uunttrrlrbu,rl,ltiHdfpladmdrnlotnwolllwlkls,swwlnt;rls,lAgl iurLtlrF.ldae:lSixkannl dnldit.madd11de1,.y
WIdrs:a ral wi It nlli 014 b b rdd. 111-1 k p Upf 0'. S",flplx', 3l ud wq Ta"Fwm u .F_d 0l Fdndd M—In "Wrri Ir 011KIA do sale l;lu hirM r 4e MDr¢. w4i RI Tit C p—tsbui.lwlapAnthony T. Tombo III, P.E Edrud4l..ibrq WL n h in111Wdq d b101m.h Om imirydrhl.Il;On 1r,.beumgddl0.nl dblbdlrlstn4dlFt1 ih lmddolMNw.Wl.udblml. dlE Idit wnp,hddur dtuq of nY nyorilnd .+TGrnb
dl
la/y hfp•dtslce. 11n11d.biODddFandl:ldMlAi(q®Sdier kka.r pdrj p61k1g1 d1LLlue:dnenf'm1.1M11 Y5r1L•mMmt55 d1apdL hm Mu+w.Lwlktpe.dlr.ss MaMrru,r 11 80083 4451
St. Lucie Blvd. na.w 4bd IS. [land 4d gr..nbF h dl lu n rnbLL 1Y 1nu t up FaSmq b Rd r Lf!>i, u Inu Sry1a Ealgx d of M>q N ma1xN a•o n n Idad u OSi Fort Pierce, FL 34946 Gpjtipb101016Ad[
set Lattrs-Anbgl.lar31W,1l. tepldadialdllni¢oneal,maglwgitpicti6ildWilYeailit rnnnpemiltilabee Ad[cat Lnul-Ael600rl.11ntaIll, Ll.
Job Truss Truss Type Qty Ply
A0033226
WRCSRBLI CJ3L Comer Jack 4 1
Job Reference (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. Fry Mar 30 11:22:14 2018 Page 1
I D:fXMofrMavb?Z7FFUeY3_NdzegNj-K_VmoGpK4 RQstKklShGubeug3NzTHGEnrO5rcZzVmxN
1-0 0 2-11-11
1-0 0 2-11-11
2x4 =
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) Weft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Iner YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 10%
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
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = 69/Mechanical
2 = 187/0-8-0 (min. 0-1-8)
4 = 37/Mechanical
Max Horz
2 = 63(LC 8)
Max Uplift
3 = 44(LC 8)
2 = 134(LC 8)
4 = 30(LC 8)
Max Grav
3 = 69(LC 1)
2 = 187(LC 1)
4 = 50(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-40; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=134.
LOAD CASE(S)
Standard
req.neweewgY.re•wls,'a1IV nrssrsrim[ryGrruRuu11(MEMmalian;:mrnexltffb r itS raw,dnruw.muw,oe de.,gl!da.enwel WSILII ldmewnw we 11oh—Ur.nmernwmt,wy
Y1L7ra:nra:s unnrstl4rnlw w.l Mrlrru lmp lgwewpi.Spol[geel; s vlwnTM yrr sww¢prte oe Fintld4 '4 ^4 V1Yr ar lesp 0er rLssL IDIw6I0a w¢ wY AI lY Lwp wgravlwyrwmiwarael Anthony T. Tombo III, P.E.
wladtn imsWglwllnSh6rroprnMta!h Ong or O•wisefwvMr,f cor W/y Awgr,r. aeiwon dal.V 4; wlMbol la7q n4diFl Ih llldwl Wl nr AMwe hnq/M Y d""dSn it 180083 W
taYy irspedGcw w er wnurnnhSODdupmswA Mes btMq(wys Sdenah w!tdj FehrAdhitldll(lm:he:dLpnnrl p.,. RN YisingrnvaindYwslUhwsAvp,Lwsky!ger. wlinu s'hn'w. a'ess 44515t. Lucie Blvd. de.
lu lf ire[wkrageM gwwr brh F•»nice! lY loss hu EqunaeCl Ytfial Ms.pe,n lots Ssflatgwm EofwW ICmY re vnwld dw RN. Fort Pierce, R 34946 oppiph
0 pIIA A I INN losses - Antag l.Isdir 110.1. lepnl W iaa if Skis downed, is toy IN., is proAiAeel wiben ae +rinn remissin his A -I root hism- AeAnt 1. lndo III, IL
Job Truss Truss Type Qty Ply
WRCSRBLM CJ5 Comer Jack 8 1
A0033227
Job Reference (optional)
Ai poor I cusses, ran vierce, FL 34a46, aeslgnLaltruss.com Faun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Mar 30 1 y:22:14 2018 Page 1
I D.fXMofrMaVb?Z7FFUeY3_NdzegNj-K_VmoGpK4RQslKklShGubeua8NwyHGEnrQ5rezzVmxN
1-0-0 4-11-11
1-0-0 4-11-11
4x6 II
4-11-11
4-11-11
Plate Offsets (X,Y)— 2:0-0-12,0-1-12],(5:0-0-0,0-1-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 Was n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M 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 = 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 = 551Mechanical
Max Horz
5 = 109(LC 12)
Max Uplift
5 = 77(LC 8)
3 = 98(LC 12)
Max Grav
5 = 268(LC 1)
3 = 127(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-228/342
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
LOAD CASE(S)
Standard
rrrl rhne.xlp.Ru.d'Illxtnnu[;[uu'turwnnur,[man[ntnl;xilm';Itu[ntruu hrSlrilk!I r,rMmdidm,.n!I:n,InQYngilCv;dYlArI1.I.L41l.b1 mSLVMien, d
nw,Qm rlo,unrrw.rron. rl allrn rtplq.rp,.spgtgo< m dn Ior yr,rm..o+dFiarx r gxwwMb•d[r ra .b,,,+naloo.q.rerrl ntwur,.*,u rymu mtl Anthony T. Tombo III, P.E. m.ua`aim,w l.u.[ndru!w.r o.x.ao..r!n.xdl.ugon...a,mnreru s,r,re,wl.r u4d0.1 hg7mtl/hI01d.Win,rhtmtd,yylxiiya;gr.bWJbnrlY¢quJrrnyrsJlfJ a80083hIVWq ,p comi11 .Il.n,d...el IM.l D.penb,tr alpftsdlq(qum SMl 4ti-rae (Milld r"I0, lqL(I.,ft dfPY prA— INI Y3rt in!Mn.er,tl 4C, 9 W 1 ItRiJ.-, iksp Eq—od 's.NoWLr,•x,.4n 44515t. Lucie Blvd. A,mr W,r II r Grsd gel ra..,oq h 10 rru, nd,e! Ik Inv b,q (qxu h IGI d l.dai h,:pe, x ln!, Slv. ignn! f.f W!q lA m4[ad t•u m r dd d r IISI. Fort Pierce, FL 34948 6yI1i{MO}11{
Adbaflnssrs-d.11ag1.1mbrW,F.l. hp,rt.am.dlYnl.mven,culLoss, itp,ol}dd.itlerlde.aulnpenantiahem 4llc.11n,w-ln6nrlToads, in, t[.
Job Truss Truss Type Qty Ply
A0033228
WRCSRBLM FG1 FLAT GIRDER 1 3 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run' 8.12U s NOV 1Z Ml r rnnt: u.lzu s Nov iz zui r ivi r eK inouslnes, inc. rn near su i rzz: i5 zuio rage r
ID:3cbD6QA9jcxoTnUUN8i XizeZZl-oB39?cgydYUUJx0On88sQiSnCEOZlw34rO80zVmxM
2-10 3 5-10 7-11-1 10-5 8 12-11-15 15b 6 t8-0 13 20-11-0
2-10 3 2$7 2 r7 21r7 21r7 2$7 2 r7 2-10 3
4x4 11
4x12 =
6x6 =
3x8 = 2x4 11 3x8 = 2x4 11 4x12 =
4x4 II
2x4 11
n.S-1y
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.71 15 347 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.22 15 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.2 'Except'
W1: 2x6 SP No.2, W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
20 = 3589/0-7-4 (min.0-1-8)
11 = 3650/0-3-12 (min.0-1-8)
Max Horz
20 = -39(LC 6)
Max Grav
20 = 3589(LC 1)
11 = 3650(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-20=-3018/0, 1-21=-7038/0,
2-21=-7038/0,2-22=-7038/0,
3-22=-7038/0,3-23=-15568/0,
4-23=- 15568/0, 4-24=- 15568/0,
5-24=-15568/0, 5-25=-15751/0,
6-25=-15751/0,6-7=-15751/0,
7-26=-15751/0, 8-26=-15751/0,
8-27=-7401/0, 9-27=-7401/0,
9-28=-7401/0,28-29=-7401/0,
10-29=-7401 /0, 10-11 =-3035/0
BOT CHORD
19-20=0/822,18-19=0/13436,
17-18=0/13436,16-17=0/13436,
15-16=0/18186,14-15=0/18186,
13-14=0/13828,12-13=0/13828,
11-12=0/869
WEBS
1-19=0/6602, 2-19=-546/0, 3-19=-6821/0,
3-17=01705, 7-14=-650/0, 5-14=-2597/0,
5-15=0/886, 5-16=-2791/0,4-16=-655/0,
3-16=0/2279, 10-12=0/6938, 9-12=-708/0,
8-13=0/724, 8-14=0/2050, 8-12=-6852/0
Continued on oaae 2
NOTES- (9)
1) 3-ply truss to be connected together with 10d
0.131'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row 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=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gnp DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) 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.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 404
lb down and 125 lb up at 0-2-12, 127 lb down and 82
lb up at 1-", 134 lb down and 63 lb up at 3-0-0, 208
lb down and 68 Its up at 5-0-0, 282 lb down and 84 lb
up at 7-0-0, 282 Its down and 84 lb up at 9-0-0, 282 lb
down and 84 lb up at 11-0-0, 282 lb down and 84 lb
up at 13-0-0, 282 lb down and 84 Its up at 15-0-0, 282
lb down and 84 lb up at 17-0-0, and 282 lb down and
84 lb up at 19-0-0, and 342 lb down and 92 lb up at
20-84 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
9) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
PLATES GRIP
MT20 244/190
Weight: 348 lb FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-29=-180, 10-29=-60, 11-20=-20
Concentrated Loads (lb)
Vert: 1=404 10=-342 2=-134 7=-282 21=-127
22=-208 23=-282 24=-282 25=-282 26=-282
27=-282 28=-282
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-29=-200, 10-29=-80, 11-20=-20
Concentrated Loads (lb)
Vert: 1=-338 10=-296 2=-116 7=-246 21=-107
22=-181 23=-246 24=-246 25=-246 26=-246
27=-246 28=-246
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-29=-180, 10-29=-60, 11-20=-20
Concentrated Loads (lb)
Vert: 1=141 10=-160 2=-63 7=-140 21=48
22=-101 23=-140 24=-140 25=-140 26=-140
27=-140 28=-140
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=31
Concentrated Loads (lb)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
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: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=-8
Concentrated Loads (lb)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
eq Mu Mall rrn•h'1I Im ItRSSjYnIn"M IINSl(ilF'A CIS 0317x 41T; YmCR'r.dlli ht lertr Yrq Moemdni ue,. er I%,"k"lrWid1kh%q I I.L 4 1141mr9minh n, ad!" etrnu Ndnde I1111,0
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trr..tr,¢or.,e..3A,nrod.d.drloCdnpM,dpdgwudora"I.Idym.nrtal+e,w"mdSKI mrd—U!,F.dM.o4451St Lucie Blvd. n..murllrod,
ogdaw..mrhalrn.ddn,Im nuxtsyn hlntrt+gkrr,elnsfle.yoe dm.+bl oo d y.ren..nu. Fort Pierce, FL 349e6 rp}iiIM07116AIfulLsset
AmlagL(wbrlli,l.(.teprrlraia.dtlisdK=rn,usty tun, isprollnd.ideafit .nrtnpamissimbwA-1[col lroin-Arfirnrl.Tomb III, ?.I.
Job Truss Truss Type Qty Ply
WRCSRBLM FG1 FLAT GIRDER 1 3
A0033228
Job Reference (optional)
00 russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Mar 30 11:22:15 2018 Page 2
ID• 3cbD6QA9jcxoTnUUNBi_XizeZZI-oB39?cgyrlrUUJx0On88sQiSnCE02Iw34rO30zVmxM
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=20
Horz: 1-20=24
Concentrated Loads (Ib)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=-5
Concentrated Loads (lb)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
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FL 34946 6ppipM0lplhbllid lasses-Anleg1.facheIII. pl. tepre/a0iaadtlrsAemorm,inuylam,ispmkildelwitheotthe "tics pemissialloA-linofhisses-Aathany1.Ieoloill,p.f.
Job Truss Truss Type Qty Ply
A0033229
WRCSRBLM FG2 Floor Girder 1 2 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes, Inc. I-n Mar JU 11:ZZ,1b ZU18 Page 1
I D:fXMofrMaVb?Z7FFUeY3_Ndzeg NjoB39?cgyiiYjUUJx00n88sQmKnFEOZnw34rO80zVmxM
e 2-7-7 r e 2-7-7 ,
1.5x4 II
1 5x6 =
1.5x4 II 5x6 =
4x6 II 4x6 II
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 NO
BCDL 5.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x6 SP No.2 'Except'
W2: 2x4 SP No.2, W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
8 = 2595/0-0-14 (min. 0-1-8)
5 = 2494/0-0-14 (min. 0-1-8)
Max Grav
8 = 2595(LC 1)
5 = 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-1672/0,4-5=-1677/0, 1-2=-5400/0,
2-3=-5400/0, 3-4=-5400/0
BOT CHORD
8-9=0/791, 7-9=0/791, 7-10=0/5400,
10-11=0/5400,6-11=0/5400,6-12=0/763,
5-12=0/763
WEBS
1-7=0/4830, 2-7=-303/0, 3-6=-303/0,
4-6=0/4859
NOTES- (7)
1) 2-ply truss to be connected together with 10d
0.131'xX) nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
CSI. DEFL. in loc) I/deft Ud
TC 0.48 Vert(LL) 0.10 6-7 999 360
BC 0.42 Vert(CT) 0.13 6-7 804 240
WB 0.69 Horz(CT) 0.01 5 n/a n/a
Matrix-S
4) Concentrated loads from layout are not present in
Load Case(s): #3 1 st chase Dead + Floor Live
unbalanced); #4 2nd chase Dead + Floor Live
unbalanced); #5 3rd chase Dead; #6 4th chase Dead.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and
1020 lb down at 5-7-0, and 1020 Ib down at 7-7-0 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Vert: 9=1035(F)10=-1035(F) 11=-1020(F)
12=-1020(F)
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 10%
Uses 11—ft.r+Ir 00%1ihrt, 11.b1LI1tdrm4enlri 1d.,9..mmd.rl0r,.y uta,
dm Ia,unr edrrt r. er e,ern,rn IW-0 .--er[rMnw.m W.Po .myxudimrd wt'esq.4.AWsrtr, e.dr,gelnsrhme.1hTWO..W.Mi. N,1.pn qg brqum.t,.da1 Anthony T. Tombo 111, P.E. zt drlrnitl.fg1a04a e.YwOo.dYgnewft yutiiwd z 80083 d u.„d...&IN
trpam,d rdee.e, 0 V.seemsCe"" dar M'.r;mr phm.? Rd uu n rearmed—, Is Fd pjmr Yy, It:fn dm re LIn rq...b., bWEq..d rm, Wwv., .+s4451 Lucie Blvd. Fart Pierce. FL 34946 ppirN02016A
1[set linsn-AnhomyI
I e5aW.M. tepr.1.oio.olAisl.mneel,ia.gtmeyi,proYilueindenrYe "Nei pemisvMhmA.Itcofhnu, AerhMyl.I.11l,.E.
Job Truss Truss Type Qty Ply
WRCSRBLM FG3 FLAT GIRDER 1 4
A0033230
Job Reference (optional)
A i Roo[ Trusses, ron coerce, FIL soaao, oeslgnLal truss.com Kun: 8.1211 s Nov 12 201 / Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:16 2018 Page
ID:fXMofrMaVb7Z7FFUeY3 Nd7enNi-GNdXns r-4naApsr7nAlNh37nARTF17v-llkAVhR7Vm-
4x6 II """ """ " ""' — 2x4 II — r.
7x14 MT20HS= 4x6 II
15-8-10
PIE.,%
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 12-13 656 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.67 12-13 322 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Ina YES WB 0.76 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.11 12-13 999 240 Weight: 382 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except*
T2: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 'Except'
131: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 'Except*
W1: 2x6 SP No.2, W2: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: 12-13.
REACTIONS. (lb/size)
16 = 4222/0-7-4 (min.0-1-8)
9 = 3928/0-7-4 (min. 0-1-12)
Max Horz
16 = -39(LC 6)
Max Uplift
16 = -15(LC 4)
Max Grav
16 = 6085(LC 2)
9 = 5911(LC 14)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1- 1 6=-4852/51, 1-17=-12515/0,
2-17=-12515/0, 2-18=-12515/0,
3-18=-12515/0, 3-19=-24432/0,
4-19=-24432/0, 4-20=-24432/0,
5-20=-24432/0, 5-21 =-24996/0,
6-21=-24996/0,6-22=-13395/0,
7-22=-13395/0, 7-23=-13396/0,
23-24=-13396/0,8-24=-13396/0,
8-9=-4832/0
BOT CHORD
16-25=0/1347, 15-25=0/1347,
15-26=0/24432,14-26=0/24432,
14-27=0/24432,13-27=0/24432,
13-28=0/24996,12-28=0/24996,
12-29=0/24996, 11-29=0/24996,
11-30=0/24996, 10-30=0124996, Continued on page 2
BOT CHORD 16-25=
0/1347,
15-25=0/1347, 15-26=0/24432,
14-26=0/24432, 14-27=0/24432,
13-27=0/24432, 13-28=0/24996,
12-28=0/24996, 12-29=0/24996,
11-29=0/24996, 11-30=0/24996,
10-30=0/24996, 10-31 =0/1
275, 9-31=0/1275 WEBS 1-1 5=
0/
1 1875. 2-15=-386/0, 3-15=-12822/0,
3-14=0/3355, 4-13=-643/0,
5-12=-482/0, 6-11=0/3274 6-10=-12435/0,
7-10=-549/3, 8-10=0/12882,
5-13=-617/35 NOTES- 1) 4-ply
truss
to be connected together with 10d 0.131'x3") nails
as follows: Top chords connected as
follows: 2x6 - 2 rows staggered at 0-9-
0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as
follows: 2x6 - 2 rows staggered at 0-5-
0 oc. Webs connected as follows:
2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/
2' diam. bolts (ASTM A-307) in the center of the member
w/washers at 4-0-0 oc. Attach BC w/ 1/
2" diam. bolts (ASTM A-307) in the center of the member
w/washers at 4-0-0 oc. 2) All loads are
considered equally applied to all plies, except if noted as
front (F) or back (B) face in the LOAD CASE(S) section.
Ply to ply connections have been provided to distribute
only loads noted as (F) or B), unless otherwise indicated.
3) Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.
Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C;
End., GCpi=0.18; MWFRS (envelope); cantilever left and right
exposed ; end vertical left exposed; Lumber DOL=1.
60 plate grip DOL=1.60 4) Provide adequate drainage
to prevent water ponding. 5) All plates
are
MT20 plates unless otherwise indicated. 6) This truss
has
been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads. 7) • This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-M wide will fit between the bottom chord and any
other members. 8) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) 16. 9)
Load case(s)
2, 14, 15, 16, 17, 18 has/have been modified. Building designer must
review loads to verify that they are correct
for the intended use of this truss. 10) Hanger(s) or
other connection device(s) shall be provided sufficient to support
concentrated load(s) 404 lb down and 139
lb up at 0-2-12, 127 lb down and 85 lb up at 0-
8-0, 134 lb down and 70 lb up at 2-8-0, 208 lb down and 76
lb up at 4-8-0, 282 lb down and 91 lb up at 6-8-
0, 282 lb down and 91 lb up at 8-8-0, 282 lb down and 91 lb
up at 10-8-0, 282 lb down and 91 lb up at 12-8-
0, and 282 lb down and 91 lb up at 14-8-0, and 282 lb down
and 91 lb up at 16-8-0 on top chord, and 795 lb down
at 1-10-4, 795 lb down at 3-0-4, 795 lb down at 5-
0-4, 795 lb down at 7-04, 795 lb down at 9-0-4,
795 lb down at 11-0-4, 761 lb down at 13-0-4, and
1003 lb down at 14-7-4, and 1003 lb down at 16-7-
4 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 Plate Increase=1.00
Uniform Loads (plf) Vert:
1-24=-185,
8-24=-60, 9-16=-20 Concentrated Loads (lb) Vert:
1=404 15=-
202(F) 2=-134 5=-282 11=-190(F) 17=-127 18=-208
19=-282 20=-282 21=-282 22=-282 23=-282
25=-202(F) 26=-202(F) 27=-202(F) 28=-202(F) 29=-
202(F) 30=-259(F) 31=-259(F) 2) Dead + 0.75
Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00,
Plate Increase=1.00 Uniform Loads (plf) Vert:
1-24=-182,
8-24=-50, 9-16=-20 Concentrated Loads (lb) r•
rq.[h,,,,r„[
u.r:.n.a•Inw[n[ssafsn[a-lae[un[wst[axn[n[morflnr;[([[Cil[iirEfi trr.frjii4pndsdrdnnnnrlimDespYr.1[W;dhlhsl Ir4R[LWnenSlenM rnr N:nCernuutlnaNl.n's YileYrrtmerk*stMtreultrbtlDkk.i1 eeetn5ikap[
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uuA
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idM•bi doe[uea1}himdo:[.tly(gam4drpKn(<6r•pWflelhAdLll nrde en7li[md ct.filafuleuyerulxu 4lety dfelinf Aup.linf inp [¢sa allmtlltaErsu .hs 4451 St. Lucie Blvd. nudu liuu Ii c [a-E Qd ern n mtel is Ir' ndeei h [nv hup [ h ICI tl rfly ksger, n lair f a C ea d n w+l IG midrd k:n n n Itnl o f[sl. Fort Pierce, FL 34946
AppilYlQ)7011AIbd6sset-AnlagLbc6eN,11.[
epu60iad[Yisiuonen,usly Iwo, isrioiihetl.isYMlit +rirtupermesuwhem Adleaf lrnsn-AeiSnll bxil:eIII, L[.
Job Truss Truss Type Qty ly
A0033230
WRCSRBLY
0
FG3 FLAT GIRDER
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert:1=-338 15=-647(F)2=-116 5=-246 11=-618(F)
17=-107 18=-181 19=246 20=-246 21=246 22=-246
23=246 25=-647(F) 26=-647(F) 27=-647(F)
28=-647(F) 29=-647(F) 30=-817(F) 31=-817(F)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-24=-155, 8-24=-20, 9-16=-20
Concentrated Loads (lb)
Vert:1=-141 15=-795(F) 2=-63 5=-140 11=-761(F)
17=-48 18=-101 19=-140 20=-140 21=-140 22=-140
23=-140 25=-795(F) 26=-795(F) 27=-795(F)
28=-795(F) 29=-795(F)30=-1003(F)31=1003(F)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-111, 8-24=-29, 9-16=-20
Horz: 1-16=31
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
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: 1-24=-111, 8-24=-29, 9-16=-20
Horz: 1-16=-8
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) list Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pli
Vert: 1-24=-111, 8-24=-29, 9-16=-20
Horz: 1-16=24
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-111, 8-24=-29, 9-16=-20
Horz: 1-16=-5
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:16 2018 Page 2
I D: f XMofrMaV b?Z7 FFUeY3_Ndzeg Nj-GN d XDyrac3g a6eu 7a61 N h 3zg8BTEl?v31 ka yhSzV mxL
m.q ru., err hmr..,r•utr nessn(•sma rtrtu rtuatteran[sitsstor nr;t(I1CItFFUrrr, rerfriu r mdmdcel unro,Im,OrtphngtnL?rrlrJy11rh4tl. M m flm M's,m W,Ornu d:Irmill,.j
urd<rrr,rtir„mn.ettrrs»rr.,,,r., artQ.p..stoa[T.nmw.n,y<mmoKu$Mdr dnddnrcry,ey.vtegnmte dr,q,om m,.msrorry.,rmtnu,,>,n,.ym.ural,ror.,mdil Anthony T.TomboIII, P.E. I
r.udt,r,nr.rwmrnr,ss vsumdra.,..ro.>,.evd¢d.rwn wq.•..a„m.drm rxrrbdt.rmc4dmlhrnddrroambtlm d to fy larq. n;q,. kolih. d lrcq a wit nod" d :80083 rrr,
go #ep dreo. m.a„w.rrmduKan pdm,dmaugc.nsdgr.ImrHwdnmduum,d,wrR.d mirs.,e„gdu sxmwndrrnsrQ..u.,u.prfa..frm,rrrrr,.m du.,
uwdtr,hso q.aor rghdlrra, nhti htnss hint w.,aurrta rvy.,xt,,,sF,ar mdos.u uowdr:annrdd mt C451er Lucie 3494
FortPierce, FL 349<6 p)
rirNOtD16t-Ibdhrues-An4gLlimbs IIIJ.[teprdrdro.ddi,l eoovn,ioany fork i,proYileed.ithentit vrinupermission him Adleefhrun-AmArorl.batolll,l.[.
Job Truss Truss Type Qry Ply
WRCSRBLM FL01GE GABLE 1 1 A0033231
Job Reference (optional)
w• ,,r., uoaiy„a,uwa wn, nun: o. Izu s Nov iz 201 r rnnr. &IZU s Nov 1z zot r MI iek Industries, Inc. Fri Mar 30 11:22:17 2018 Pagel
p
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj:kZBvQHrDNMoRkoTK8ppcDHWB6al9UdUDXOKV@uzVmxK
H0*8 3x3 =
3x6 FP= 32
31 30 29 28 27 26 25 24 23 22 21 20 19 3x6
FP= 3x3 = 1-
4-0 280 4-00 5-0 680 800 9-0 108-0 1200 134-0 1480 1600 17-0 17-10 1-
4-0 1-4-0 0 1.4-0 1-4-0 1 -0 1-4-0 1 _4-0 1_ Plate
Offsets (X,Y)- (1:Edge,0-0-121, f33:0-1-8,0-0-121, j35:0-1-8,0-0-12) LOADING(
psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 17 n/a n/a BCDL
5.0 Code FBC2017/TPI2014 Matrix-S Weight: 81 lb FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc puriins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. REACTIONS.
All bearings 17-10-4. lb) -
Max Uplift All
uplift 100 lb or less at joint(s) 17
Max
Grav All
reactions 250 lb or less at joint(s) 32,
31, 30, 29, 28, 26, 25, 24, 23, 22. 21,
20, 19, 18 FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
7) 1)
All plates are 1.5x4 MT20 unless otherwise indicated. 2)
Gable requires continuous bottom chord bearing. 3)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 4)
Gable studs spaced at 1-4-0 oc. 5)
Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(
s) 17. 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. 7)
WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
t
re>,
n urreghIm.r•uM,;HIM s mlSI.¢ ,R"II:aronrrtr, ormrael rrux+r-nrr. rd.AWWrev,rrn r,m,IrnrkUPr,ngpmlrrt i IeriuIdr l r,sr66.m m muo,cM en6 yIbid ..,r nm m
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gK ny.isq re.,o,r6.w,wralgar64tgkay.rups aYCht(raWwy,wrCKl.iryp,til?Irphl.v rim,.Uq n.,r..ar.re.ymnr,en.:klw A^M'onyi.80083Tombli,
P.E. r 4ly kayo rGc r
u m mM.rl rr ryxr rlrreotir WGe(¢tA sayer,...lrsgrumymrsur..,,r«,.nrrra e.r. eei rs.,r,rr,uti,rw,ru.,,p:r., trn, h,g tre...,rim, w..hcre.rn, 4451 R80ucie Blvd. A.lu Mid h.[dpged nr'Ih Arran whit hhn,h,}lgw,6e1ir4il I Orym,r i,nr S mr[.p ri n ed[y 17 ur ludrmnn Mrl pt Fort Pierce, FL 34946 leprugNOt016A-
Itedlmses-U11M1.kalsIILLE leptiean
dlG,le,.ee,ingMrtiilp2hbudrd.Id,-innFvaniinbmAliedhmces-Wh/1.Lebdll,l.l.
Job Truss Truss Type Qy Ply
A0033232
WRCSRBLM FL02 Floor 6 1
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, design(daltruss.com
0-1-8
H ,
2-"
1.Sx4 II
1.5x4 = 3x6 = 1.5x4 II
1 2 3
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:18 2018 Page 1
I D.fXMofrMaVb'7Z7FFUeY3_NdzegNj-CIIHedsrBgwlLy2 W hXKrmU2BT_AdDw9M12331LzVmxJ
2-3-8
3x4 = 3x4 =
4 5
ME
1.5x4 II 1.5x4 II
3x6 FP= 3x6 = 3x6 =
6 7 8 9
3x6 = 3x8 MT20HS FP-- 1 Sx4 11 1.5x4 II 3x8 = 3x8 =
3x8 =
Plate Onsets (x,Y) 1:Etlge,O (1-121, (2:0 2-1"l,tdge(, Ia:0-l-8,tdgel, IS:0-l-8,tageJ, 18:0 z-1'[,ttlgeJ, IIU:u-3-8,toge(, I1 /:0-1 ts,U-O IZf
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.32 11-12 685 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0 83 Vert(CT) 0.41 11-12 528 240 MT20HS 1871143
BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(CT) 0.06 10 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 92 lb FT = 1 O%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
10 = 980/0-3-8 (min.0-1-8)
16 = 992/0-74 (min.0-1-8)
Max Grav
10 = 980(LC 1)
16 = 992(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3061/0, 34=-3061/0, 4-5=-3668/0,
5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0
BOT CHORD
15-16=0/1837,14-15=0/3668,
13-14=0/3668, 12-13=0/3668,
11 - 1 2=0/3668, 10-11 =0/1 908
WEBS
8-1 0=-2081/0, 2-16=-2031/0, 8-11 =0/1 326,
2-15=0/1352, 7-11=-300/9, 3-15=-296/12,
5-11=-911/0,4-15=-947/0
NOTES- (5)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
5) WARNING - Please thoroughly review the'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
mq.n„,ta.qw..r'lluctmsusis[wrlarwrtwsuoraouimux Inr;llelClL7a Efi hraleAlhWNoamdrt/ewt ntlmrMsQingllltlsO lA I11cY41LMrmAMMn r er„c.>.wy am..y
Iufa rnlQ,nnerdhrmo rfa.>.q 1,.Mpg.+ro flM•*w.lnr.nr nr..*Im atardln*duru„eml mlm.gd.rF1>rAnthony T.TomboIII, PE. dntas,t„
r.r.,l.u,rnd dJmdha m It, a..inr 4qu.,1rl.h,MGrp.i,.bcxunOhl ULMIKmi0 honk,"NrdM1 ht7mdl6f01dmheNn ddfmtd.Ogbif}argr.h dh mrd ry Una : 80083 1 ex.yMs¢
d1m,. t* Limit ww.mr10vanpmsdpdLtnsah4/.q(wp.wlhahY.MW,plhtdilrNdUUmrhtalh,prdptslMldml4ntp itm.1 ban0U1-k.".1r,s,kpEq-dlmsrnenm.W.% 4451 St. Lucie Blvd. drove dad 111("
qd q m neq h in rris lnrhd Ih list hup 14= Is eCl ft Win kqw, m L usly. bFwt of f'W of m2lid m ma n tdd m lnl Fort Pierce, FL 34946 eppi1M02016A-1Sul hn(
et-Antagl.ls6mIII, l.1. tepnlmw.d[In dnonem,umryINS, i(peiiled.itheinfit .naapermi(uwbus Adtedhisses -An6enll.l.otcIII, l.(.
Job Truss Truss Type City Ply
WRCSRBLM FL03 FLOOR LbA0033233Reference (optional)
nwi ivaxa, run r e t e, r )vZW0. DesignLa iwss.com Kun: d.1Zu s NOV 1Z ZU1 r 11nnt: S.IZU s NOV 1Z Z01 r Mi Dek Industries, Inc. Fn Mar 30 1j:22:18 2018 Pagel
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m
o-1-B
1-3-0
I
1-11-1 oH8
1.5x4 11 1.5x4 11 1.5x4 11
1 24x6 = 3 4 30 = 5
II L
6•
g• . e 8 7
3x3 = 1 Sx4 11
o•
4x6 = 1.5x4 11
4-2-9
3x6 =
12
1 5x4 =
LOADING(psf) SPACING- 2 % CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) 0.02 8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) 0.02 8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 34 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No 2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 548-9 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 294/0-9-8 (min. 0-1-8)
6 = 294/0-3-1 (min. 0-1-8)
Max Grav
10 = 294(LC 1)
6 = 294(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-314/0, 3-4=-314/0
BOT CHORD
7-8=0/314, 6-7=0/314
WEBS
2-10=329/0, 4-0=-407/0
NOTES- (3)
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
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rtr:
l
l.
umrdgluiDn,iLpllsYu(•
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6a.
lWqn:;t[Cnqtray
lA®
u[virpqrStlM,ng•trlm
tffiri4Sneelmlptr(lrg
r..
uuLnwpismgr
liltrwtran
rYr
redLlslllml•qmfxqrqL8 mulm sdv!1}t>
0.N.mnR1r.nnwdnguFAnE wlndItrdtrtritlNr,sd. mnuuln•+lMltnnns•d1MxYnmirrmlnWrrnimAlDgLrlgaLlnrlSnAtau
1u .g..
i.
t,
tr•mmrnDken.wnpvdapYrtfteqawul fnqYfutr"nyrrr"'"rif4l" Anthony T.
Tornbc,
lil,
P.E. .E. 80083 4451
St. LucieBlvd. r6utPdTvi1himr}aDldmAdr•
rweltrustrteissnAnwlrogl1lrocdr ill, lL tpubOm•
old'
nlmnem,inIIIlumiispokbried.
itheNtEe•
1inupermntiurhsoAd lc•Ihisur Airbus, 1. bek•III, LE. Fort Pierce, FL 34946
Job Truss Truss Type City Ply
A0033234
WRCSRBLY FL05 FLOOR 5 1
Job Reference (optional)
Ai Kom t russes, ran rterce, M JVJ4o, Design aka rtruss.com
0-1-8
H 1
r
3x8 = 3x4 =
7 { 4
Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:19 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-gylfrztTv_29z6diFEs4libK000yLu W_ipcHnzVmxl
i
2-3-4
3x4 = 3x6 FP-- 3x8 =
5 6 7 8 9
5-8 _ alb$
3x6 = 3x3 = 3x3 = kilt?
10 11 12 1314
26 25 24 23 22 21 20 19 18 17 1615
3x6 = 3x8 = 3x8 MT20HS FP_— 3x4 = 3x10 = 3x6 FP= 3x10 = 3x6 =
1 5x4 SP--
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except*
B2: 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
26 = 1091/0-7-4 (min.0-1-8)
16 = 219/0-3-0 (min.0-1-8)
19 = 1601/0-3-8 (min.0-1-8)
Max Grav
26 = 1095(LC 14)
16 = 312(LC 4)
19 = 1603(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3508/0, 3-4=-3508/0, 4-5=-4387/0,
5-6=-4387/0, 6-7=-3232/0, 7-8=-3232/0,
8-9=-3232/0, 9-10=0/629, 10-11=0/626
BOT CHORD
25-26=0/2066, 24-25=0/4297,
23-24=0/4297, 22-23=0/4387,
21-22=0/4387,20-21=0/1720,
19-20=0/1720
WEBS
2-26=-2284/0, 9-1 9=-2449/0, 2-25=0/1594,
9-21=0/1691, 7-21=-269/67, 4-25=-871/0,
6-21=-1459/0,4-23=-258/572,
12-16=-291/278, 11-19=-729/0
NOTES- (6)
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.
CSI. DEFL. in (loc) I/deft L/d
TC 0.92 Vert(LL) 0.56 23-25 437 360
BC 0.95 Vert(CT) 0.77 23-25 318 240
WB 0.81 Horz(CT) 0.08 16 n/a n/a
Matrix-S
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X X) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 134 Ib FT = 10%F, 10%E
cq 14svMgYsrs•.s:'rlUpnri nfutnarallawI(w m moxjirt-willrC711m bwlnttisgpasndmJon. eslinsOnpYnglfrO;dhlfJgllrbtmtd—%mbe—, un,ex.uver.uml..1 Mllltld!
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rW„nri[iWduspom.fpt,esndmpig(ym SEetM•m rlLs lhnsd111s enhn,74p sdFlQemIYS,LnyaYndlanlUin,av*r.Lnslnp6i,s nitmslh Ix•x,a'ns 4451St Lucie Blvd. A.
sutbrr ltrbssa gnta.ngh r:ntshd h,nu Gsp[rpevhl[164fiybsgw,n in:, sn_+>tt sn I I.W mmstrt :onn Mat ml. For[ Pierce, FL 34946 ppirM01016Alitellntses-
Anlagl.l c5 01,1i. hprd aia ofllis4mcect,i n11c,itps i3ae1 idenM1evnrte permissixh oAdleafTimes-Whmtt.Tec 111,r.1.
Job Truss Truss Type city Ply
WRCSRBLM FL06G Floor 1 1
A0033235
Job Reference (optional)
0-1-8
H 1
2-6-0
I
rcun: tr.1ZU s NOV 1z zu1 r rnnt: 8.1zU s NOV 1z zUt r MI Iex Industnes, Inc. Fn Mar 30 11,:22:20 2018 Pagel
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2-0-0 I'
2-14
I ' • -I 1-
2-' 1_1 4$
MSH422 4x6 =
4x12 = 4 4 = 3x6 = 3x6 FP= 4x10 = 30 11 3x3 = 30 =[I2
1 2
W3 3
rs
5 6 7 8 9 10 r 11 12 13 1415
ra
Vol
30 29 28 27 26 25 24 23 22 21 20 19 18 1716
4x8 = 3x8 MT20HS FP= 5x8 = 3x6 I I 3x6 II 5x10 = 3x6 FP= 4x10 = 3x6 =
5x8 =
1048-0 20-94 26-4-4 2s a e
10 8 0 10-1-4 5-7-0 0-414
Plate Offsets (X,Y) - 1:Edge,0-0-121, [6:0-1-8,Edge), [7:0-1-8,Edgel, 23:0-2-12,Edge], 24:0-3-0,0-M], [26:0-4-0Edge] 28:0-3-4,Edge] 30:Edde,0-1-81, 31:0-1-8,0-0-121 LOADING (
psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.48 25-26 515 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) 0.66 25-26 373 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.08 20 n/a n/a BCDL
5.0 Code FBC2017ITP12014 Matrix-S Weight: 163 Ib FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP M 30(flat) 'Except' T1:
2x4 SP 240OF 2.OE(flat) BOT
CHORD 2x4 SP 240OF 2.OE(flat) *Except' B1:
2x4 SP M 30(flat) B4:
2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) *Except' W3,
W6: 2x4 SP No.2(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied, except end verticals.
BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing, Except:
6-"
oc bracing: 19-20,18-19,17-18. REACTIONS. (
lb/size) 30 =
1693/0-7-4 (min. 0-1-8) 20 =
1894/0-3-8 (min. 0-1-8) 17 =
173/0-3-0 (min. 0-1-8) Max
Uplift 17 =
43(LC 5) Max
Grav 30 =
1697(LC 14) 20 =
1897(LC 13) 17 =
265(LC 4) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-6050/0, 3-4=-6065/0, 4-5=-7230/0, 5-
6=-7230/0, 6-7=-6361/0, 7-8=-4278/0, 8-
9=-4278/0, 9-10=-4278/0, 10-11=0/828, 11-
12=0/828, 12-13=-119/311 BOT
CHORD 29-
30=0/3366, 28-29=0/3345, 27-
28=0/6938, 26-27=0/6938, 25-
26=0/6361, 24-25=0/6361, 23-
24=0/6361, 22-23=0/2008, 21-
22=0/2019, 20-21 =0/2019, 19-
20=-311/119,18-19=-311/119, 17-
18=-311/119 WEBS
2-
30=-3717/0, 10-20=-3016/0, 2-
28=0/2972, 10-23=0/2484,4-28=-1447/0, WEBS
2-
30=3717/0, 10-20=-3016/0, 2-
28=0/2972,10-23=0/2484, 4-
28=-1447/0, 7-23=-2401/0, 4-
26=-358/320, 5-26=-309/0, 7-24=0/675, 13-
17=-156/407, 12-20=-874/0, 6-
26=0/1384, 6-25=-720/0 NOTES- (
10) 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)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 17. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od 0.
131' X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards. 7)
Use USP MSH422 (With 10d nails into Girder & 10d nails
into Truss) or equivalent at 5-11-4 from the left end
to connect truss(es) FL07G (1 ply 2x4 SP) to front face
of top chord. 8)
Fill all nail holes where hanger is in contact with lumber.
9)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). 10)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
16-30=-10, 1-15=-100 Concentrated
Loads (lb) Vert:
4=-849(F) hS
raq
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u l rull.b111r..N If 11r.0 RxptQ.p1.5[n;mtGl. rtlrlyltlm{.m,'il!r Fm11r.L'brr!II.W11r 3'r rtp slr tf 11nJ L7NI.ri.¢rtl PN lr twpnlgaro r.g0 luallrtt tllmtSqWln6rey.Slat rAm.OrOmrnRtd,rtfuhkNigDevr•,.rrwae erRLSrICd0eW11.! rrrdml rti a rlwdatrurvamlmt Mdsony T. Tombo lll, P.E. r
A.rl htpr rlrcir. lanfttl m.rlmdhr lrm,tdpdt.tdr h4rq(q®Sdrlt '.O. RISIirWlrlh t4d41Um tlrtur'. 1-4 p. ml tl.tr rsnd s,., pA r..mm.dr.usrr.y.b+,F a 80083 rfr.lu ldna Irrlq-
e gw.p..m yar.ul nllni 1Y11nttG F 6r01trlf! ks n° t4..1—Mip
a,-.d1msY hlr ,.nt 4451 St. Lucie Blvd up *mr aI .,.lafst7t*.6pnm2.rrlw
NmsdaMr:umeldal.lnl Fort Pierce, FL 34946 bppilki01616Adlid hisses- A.1k.yl.I.
e6.W,p.LItpr.d.diudtiisd.ravat,i..gfun, ispraiibdrd.iAe.Idrrnnr.prsnissin6wA-Ih•Ihnsrt-A.i6agl.Iwt.111,[.l.
Job Truss Truss Type Qry Pry
A0033236
WRCSRBLM FL07G Floor Girder
y Job Reference (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 Mar 30 11:22:20 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj 88s22Ju5gHA0bFBupyNJrvBYKoxQhvCfDMY9gDzVmxH
1-8-8
11.5x4 II 2 3x = 31.5x4 II
IW 1
i
W W1
3x4 = 3x4 =
3-8-0
Plate Offsets (X Y}- (1:Edge 0-0-121
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.00 5 "" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.03 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 4 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No 3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
4 = 949/0-3-8 (min.0-1-8)
5 = 949/Mechanical
Max Grav
4 = 949(LC 1)
5 = 949(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOT CHORD
4-5=0/1278
WEBS
2-4=-1453/0, 2-5=-1453/0
NOTES- (4)
1) Refer to girder(s) for truss to truss connections.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
4) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-10, 1-3=-350(F=-250)
Concentrated Loads (lb)
Vert: 2=-623
Rq. 6awµi lok. 6'14 0:1 N0lt MEr, roan Ia16 t (pAi04(rS10;'lt'll}L' W NEt7T h N,:! Mt* Imes d,d re, w Rn Gnt M.q tre.y r,OF) d t CY11 I d.l l t
4451 St. Lucie Blvd.
Id— um W .— W Cem xtl r. M nl dr
Wtd rer lloY, d,IN.ui:r ,IH M.fi h.Ln,Mur(,.-fpol yr Y,d grinnunr.vpruir/r,egrm u,rvlG.Y it ksftisu5k rm., Igdwfel:Jd!, dal1/1. fk M,*e,.r u Yeq aiar,,,,e7M! Anthony T. Tombo ll?, P.E. t d.u o,t4n,7rqM,+
rgktrnyrnWryrahO.wi,S.U•itwbrMgm SWlgkpoi.Yugt MllLe,0.'wakdnMgrWrrrfM fM nd/'1M WgNll.v/wlm,wy,.ayu*..rarrw.yuaunmr.,:4i: 180083
n Y7rrr:relr um.,mr.a>rr mnd ,:bwr eai..+saglar.n W. tn uo..rmradrr.+r•r•• maWa.,r,...,sashrl r,:di,,,Nyr,I,.,,e.uetybrtm, n.:.c....n
m.u.Id.Nn.t.an*KI I.:.hal.r,.,o-d Iru.,o rt atiutawato o.rn,s n.t a. wm uyarudv..rrsab,.tnl Fort Pierce, FL 34946
bppyMOl01{A1Gtlhate, Az1kMI.I.eb01.Lt. lepd.114111 irlmma,i.uflaw, ephileelr0lmCewars Faoisirrbe. llr.dlmuoA.ueorl lwio01,l.f.
Job Truss Truss Type City Pty
WRCSRBLM FL08 Floor
A0033237
Job Reference (optional)
A7 Root Trusses, Fort Pierce, FL 34946. designoaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:21 2018 Page 1
I D:f X MofrMa V b?Z7 F F U eY3_Ndzeg Nj cKQQGfuj Rb ItDPm5NfuYO7g I NC D XQ KdpS01jMfzVm xG
04-0
1-3-0—I' 0
I I
2-1-0 I F 1-3-0 I 2-" , 1-3-0 4-8iir
0.2H12
5x6 = 3x4 = 4x4 = 4x4 = 3x6 FP= 3x6 = 3x4 = 3x3 = 3x3 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14
3x6 = 4x6 = 3x6 FP= 3x10 = 3x6 =
3x4 =
20-11.0
q 4 13-8-e 20-5-12 20-6-12
44b 13-4-8 6-9-4 0-1-01
G 44
Plate Offsets (X,Y- 1:0-0-2,Edge], [6:0-1-8,Edge), [11:0-1-8,Edgel, 21:0-1-8,Edge) 24:0-2-12,Edge)
LOADING(psf) SPACING- 2- -0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.17 22-23 954 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.23 22-23 714 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) -0.02 19 n/a n/a
BCDL 5.0 Code FBC20171TP12014 Matrix-S Weight: 108 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except'
132: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
1 = 70010-3-8 (min.0-1-8)
16 = 336/0-3-0 (min. 0-1-8)
19 = 1220/0-4-15 (min.0-1-8)
Max Grav
1 = 723(LC 5)
16 = 345(LC 4)
19 = 1224(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-747/0, 2-3=-745/0, 3-4=-745/0,
4-5=-2023/0, 5-6=-2023/0, 6-7=-1768/0,
7-8=-1768/0, 8-9=0/423, 9-10=0/423,
10-11=0/423, 11-12=-322/0
BOT CHORD
23-24=0/1667, 22-23=0/1768,
21-22=0/1768, 20-21 =0/1 215,
19-20=0/1215, 18-19=0/322, 17-18=0/322,
16-17=0/322
WEBS
10-19=-311/0, 1-24=0/989,4-24=-1020/0,
4-23=0/393, 5-23=-412/0, 8-19=-1516/0,
8-21=0/893, 7-21=-041/0, 12-16=-420/0,
11-19=-730/0, 6-22=-315/0, 6-23=0/667
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
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.
LOAD CASE(S)
Standard
g[witfit&-skww„r,!ri!c..nawd mlu.1
e IIYIYT IO! M nllNtrllDY•id l!1lrnlRglllFxpe.S11,01[IftrfMMY N rld! f11111% rZ!AINVI WIAf !'Ign4wA y111M91Sillltrs iIms(••iM.6 MO.Iulki Tb tnpnwgnmh i11 -L `M Anthony T. Tombo 111, P.E.
d.uAk!ImsY•qlaJnrhhmlwhN!d40.mM0.ai!dshd,Mr6WInrOnyr,elcwtra!Iulll,L'd lYdl>,ifgil4d(M1I l!q:md trlNd GHludbimL iCgh/}!rgl,vAmdYluisY x InquO:lrt z80083
4 trrttl htlrr f!elt Nai!dM tr10Ddb11adnd d 1!sdm pm°I(1 ln 4e:g hS'O![lx!I MndlW n:x edLpeJr.6c ml tfn!!ry—ft dfly 0 L has ksgr. fins" Up. d lmt GAr+•...,
emnu u d ry e w,a gnd qu .!cg ll a prn wend. nil u c sq [q.11! h m d rie l ksp.,1! I,:! 51a tsplm [ol wq u e d:n m n rid ml. 4451 Lucie Blvd.
Fort Pierce, FL 34946
OP1iirM0}IItMIAKiLnses-A tYegLlechellLrltepnb0iuoltYoiKomm,m qln,isprnYiled.i8eviderrinnpermiumhem A-Ikdlmus-wburl.Lcts,in, lJ.
Job Truss Truss Type Qty Ply
A0033238
WRCSRBLM FL09G Floor Girder 1
C Job Reference (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 Mar 30 11:22.21 2018 Page 1
I D:fX MofrMaV b9Z7 F F UeY3_Ndzeg Nj-cKQQ Gfuj Rb I tD Pm 5N fuYO7g IOC I RQOTpS01j MfzVm xG
1.5x4 11 1-3-0 3x3 , 0-5-4
1 9 2 3 3x3 = 10 4 1 5x4 11
1
1.5x4 II 1.5x4 II
7 6 5
3x4 = 3x4 =
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.01 5-6 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) 0.01 5-6 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017(TPI2014 Matrix-S Weight: 19 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP 2400F 2.OE(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No 3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
8 = 1094/0-5-0 (min. 0-1-8)
5 = 798/Mechanical
Max Grav
8 = 1094(LC 1)
5 = 798(LC 1)
FORCES. (lb)
Max. Comp.fMax. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-563/0, 2-3=-792/0
BOTCHORD
7-8=0/792, 6-7=0/792, 5-6=0/792
WEBS
2-8=-958/0, 3-5=-958/0
NOTES- (4)
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Standard
Vert: 9=-779 10=-749
Vaq amshor"*mk.h.'1410 MWjTU'r,H11111 FIX 9 MIMI Mica rrmr, 41,011[OFv!rr 6r I'm,"kwpor .an dnal M, an Ims h:.p k..4 pmelx t I Inh a 11. Id..' Slow W,.v 5hu 0—H OUNo M IA.¢
IYid.ro. phr ddlh.uiva.IL h.iih.L.uhv{•Fgry G.. yrdlfq 4.drq r nnun c9rr.ir c.a.cr eqa.n re tM.nYi..k Je.ab.im.kpl L1Ad!, de ll1. h bw uvrya•o Vfq soft—i f. Anthony T. Tombo ll7, P.E.
I ol490083 v/bLnr gM4niny ram/e.Ca,hG.its Mgm.'a MLq Mv-a..6ueu:MOLptlsalWcl4q ua I PN hM.wd`,i 171 s1411.u e.6m.hiq+aM1q tln. rs1u Ikaq ud hrtyneLry mtryh..
rtmn u.nm..ytgNoowF .loa.r4rt. lsy.ustalr.lrsplr nl.lnrsul...d..drl.n+rr. rllky..hn: aa,rwr4yl.uhyr,o-n,eu* q..urim.11..n,rn. 4451 St. Lucie Blvd. r
ry a1.+.. lod tr lmrkur t.t.m nta.l.ug o.n.. i.nr t.an [.Pmd.. wy uyeY+,r tnnual n.m1. For, Pierce, FL 34946 A (
erpylt
lCIE1-Ilwlhnul Lgknm l lca4m.1.1. Ierel.rriadRisImrd.i. Noy 1u,ispilibitdnCnldoor,aapn iss.0boa A-ltidhnusArOMUtoolo10,f.L
Job Truss Truss Type Qty Ply
WRCSRBLM FL11GE GABLE 1 1 A0033239
Job Reference (optional)
ON8
nun: a. Izu s Nov iz zu1 i Ynn(: a.1Zu s Nov 1 Z zul / Mi I ex Industries, Inc. Fn Mar 30 1 . 22:22 2018 Page 1
1 D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-5X_oT?vLCvQkgZLHwNPnwKD2ubkK9ukygg 1 Gd6zVmxF
018
3x3 =
1 2 3 4 5 6 7 8 9 10 110 12 13
I20
o
ST11
n
ST11 ST11 ST11 ST1 S I
iT1 In
wk v'C'4 h f q••h\i;v{`:• d'.ifS.h..•'
v{\:
3i.+:2Ct2\1iA... nv. ti rv: M1+nis 4:q:: i'^.. „w:+ f...... !/•ryr'l:'JJlr niLh•'0.'E •;;(•isiij'v::i4vxLt'firry::::..s.
titi•{t ii is iTT: i::::.v::::::::::. a.}:ti :i:.^ii.; v.}::.}::v.v:yw:: ;.y..
1
6t
26 25 24 23 22 21 20 19 18 17 16 15 14
3x3 =
2-8-0 4-0-0 5-0 9-0 10-8-0 12-0-0 13-0 14-8-0 15-11-0
1-4-0 1 -0 1 -0 1 4-0 1 4-0 1 4-0 1 4 0 1 4-0 1 4-0 1 -0 1 4 0 1-3-0
Plate Offsets (X,Y)— [1:Edge,0-0-121, [27:0-1-8,0-0-121, [29:0-1-8,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 21 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 72 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(Flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
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-M oc bracing.
REACTIONS. All bearings 15-11-0.
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- (6)
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
r, nu.a uua uses slur,acidlMriraman;nr. zrli+uwrtuwm a. h-,%surpnnntd,d.ns.Urcnshu}k, q(•ideeeO. i hti,tllj IdVWOmld,,.w 3o.mtcal Min tr16—MAmdute5.t nexeh.rlieetm,bwlq.enG,.ln.et(s.e)ee.r gW.ruset m.uelamt—W p-,q l.W.ills, rurdse. M,dgcd.at1-1 reIll i.n.s.P y.te n Anthony.TomboIll .P.E. t da.s MeY,.7{oa„yr tl+.t,Om460..it,:rl gm.aG2igbi¢r..6wr.MO(,dl(rhbW WqubdLM.lb„dld,I;IrryleNm/d lm4 Wgrh Cq,..uld.rkgttd„prty.W.1% Y n td1 AY*„r(,.ti,
ur,mr.ymrrro.,r,tbl.c.,.,+tem ur.e.ps,ht l.araa.,,n..dr al.r., tntera,r„u.,:b„rtr,+yt,nh = 60083 y.,un,bv[y.
urim,
t.he:u,.im 4451 St. Lucie Blvd. Ao.a, Ma1n,I.t.,gd q.i hApr,.nhe1 hhn,kurtq.uh UlMldly hup,.i,mf!un Eq.rd...i(q. s3gtludtnnn4M.1l11 epniplt0nib Al1wanus.Ankelliml. III, r.
E.Itp,dmmdtlislemam,isnlfilm, nCJih0e1ru6MtlewmtsFeunsinhem Albdlmut-Astkry1.lec5.III, r.l. For, Pierce. FL 34946
Job Truss Truss Type Oty Ply
A0033240
WRCSRBLM FL12 FLOOR 4 1
Job Reference citional Al
11001 trusses, ron rierce, rt_ 34u4o, oesign(a7altruss com 0-
1-8 H ,
2-6-0 0
qqq51"
4
3
Run-
8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:22 2018 Page 1 ID:
fXMofrMaVb'?Z7FFUeY3_NdzegNj-5X_oT?vLCvOkgZLHwN PnwKDvTbXdglBygg 1 Gu6zVmxF 2-
5-0 01" 1.
5x4 II 1.5x4 II 1.
5x4 = 3x6 = 1.5x4 11 3x4 = 3x3 11 3x6 = 1.5x4 = 1
2 3 4 5 6 7 11
10 9 3x4 =
LOADING(
psf) SPACING- 2-M TCLL
40.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017/TPI2014 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 direcUy 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) 8 =
852/0-3-8 (min. 0-1-8) 12 =
858/0-7-4 (min. 0-1-8) Max
Grav 8 =
852(LC 1) 12 =
858(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2529/0, 3-4=-2529/0, 4-5=-2655/0, 5-
6=-2655/0 BOT
CHORD 11 -
1 2=0/1 555, 10-11 =0/2655, 9- 1 0=0/2655, 8-
9=0/1588 WEBS
6-
8=-1742/0, 2-12=-1719/0, 6-9=0/1215, 2-
11=0/1076, 5-9=-371/0, 3-11=-340/0, 4-
11=-532/146 NOTES- (
4) 1)
Unbalanced floor live loads have been considered for this
design. 2)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131' X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 3)
CAUTION, Do not erect truss backwards. 4)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
3x6 =
1.5x4 11 3x6 = CSI.
DEFL. in (loc) I/defl Ud TC
0.68 Vert(LL) 0.3510-11 533 360 BC
0.89 Vert(CT) 0.4410-11 426 240 WB
0.58 Horz(CT) 0.04 8 n/a n/a Matrix-
S 3x6 =
PLATES
GRIP MT20
244/190 Weight:
79 lb FT = 10%F, 10%E fceg.
MuA.egY.rwn.h 7117GF 115L1jYLLEr1 Qr3U RU6t(uFa11CR0Se1Mr'LFJ'; 1I11CiLriJEIi hre.le.•tiksl'MrrLndred do eeoei-ea Imp &e.gli uoa lemiiji lr1et111 Wr Weer: ee Weee tr.ry rutl.ara,eery ruLYren:
t•lns ufl le r ihk171.tit If eimel¢pf¢.Qe.Spdr le[•rerlaedwnlA i4 eo.¢ptre b't tt./eq'w gr•.y.WLtrMOr psp a uje4 L m1.a NE...Y fqi I Ly.p ne en ldgtmntadln Anthony T. Tombo 111, P.E. deuaLzimehrg1.
14gnhinpeWJmlCeAen.aO..ieeoca¢traW/gOnger,.oeman/b0(.aCedande.lsinleedrM1l legreN hiNdo hellnedafm n7elghfifage.ntelrh.dkev l>DYOengosflfiel s 80083 aleuq
Msr.tolu atOnsso" bucdoepemosdphLeudm4d1u1(eeyrm Weq •.o. PdjPWsklhilldSW m:nef'. prrel Flau.ml.LeanymelxnNeYLyYahmAup.LmOetp hpeadlrnsr rerserim 4451 St. Lucie Blvd. n..
mrt rgeceiayder.aghare».xu nrt.nnua!q.. tieciatu as4.,ni,:esre.E..t wq um.i e•on.rtd.mi. Fort Pierce, R 349e6 6ppgYtO7t1AAIbdhesses
AttlogLlexhtW,r1. teprdocksif dtisdorouter,u.glm.,isproklhel.rdebheerntie.ptmissitehmAdtcobbosses-Aethny1.MotsIn,ff.
Job Truss Truss Type City Ply
WRCSRBLM FL13 FLOOR 2 1
A0033241
Job Reference (optional)
0-1-8
H 1 2-6-0
0
017
116
1.5x4 II
1.5x4 = 3x6 =
1 2
nun: t1.1Zu s NOV 1Z ZU1 r rnnt: t1.1Z(A s NOV 12 2ot r MI Iek Industries, Inc. Fri Mar 30 171:22:23 2018 Page 1
I D• fXMofrMa V b?Z7FFU eY3_Ndzeg Nj-Zj YAh LwzzCYbSjwTU4wOTYm4 S?u8u Dg5vKn pOYzVm x E
2-4-0 1-3-0 i1-3-0 R:jfIl
1 SA II 3x4 = 1.Sx4 II 3x4 = 1.5x4 II 5x6 =
3 4 5 6 7 8 9
3x4 = 3x6 = 1.5x4 11 3x4 = 4x6 =
V
LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.29 13-14 643 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.37 13-14 497 240
BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.03 9 n/a n/a
BCDL 5.0 Code FBC20171TP12014 Matrix-S Weight: 78 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
15 = 847/0-6-14 (min. 0-1-8)
9 = 847/0-3-8 (min.0-1-8)
Max Grav
15 = 847(LC 1)
9 = 847(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. -
TOP CHORD
2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0,
5-6=-2587/0, 6-7=-890/0, 7-8=-890/0,
8-9=-892/0
BOT CHORD
14-15=0/1530,13-14=0/2587,
12-13=0/2587, 11-12=0/2069
WEBS
2-15=-1692/0, 2-14=0/1049, 3-14=-335/0,
4-14=-484/140, 9-11 =0/1 182,
6-11 =-1 303/0, 6-12=0/859,5-12=-433/0
NOTES- (5)
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
5) WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
rrty rim,mr.I.m..m'rfuaftnssr;aut'laru:nnaetwan[ntmlr ctrraunfrrurere.r,yr r,er!dur!.,im,[r,ae.gpw;dmra.!I1.rnetae—SIM Wirvirs, rxe„re.mace.mtOr.y
dimerrmmtrr„sinr mmtM rrtLr,rIr.,empIrgr.Cie.lpxnbpe,mandstopIllrrretrmorvpradmFdn,.mdgamsgryrweryrrmr,s}sdmsy,m!tMadnmImr¢,wl IRI Irt p.,.pestshdq-mrs",wMary
arruat.Im,4 fWLgnminpw3W!r A.mQ.ai,..rr.MaprmlrlLgAs q.lor!wpnaorllf-1,Q;ImhdlrY Idr.flnLm r,!rldmlwd.;bU.,dmlm Md!onyT Tombo111,P.E.
q.irqe<rapwmicmtme.dlt""I.I*,.swaend 2 80083ms.d,tasjzreee,te 0 it,n Irbiipdmrtme,drdt8ntdmr,/q(q mfdeghYr,({6QpWJdhf dU[emrdr,N'apN dae_V.Itl tr,r „r...brdd>vu.,a T..I.,k Ptgst..elr.r„er+r..4,! 4451 St. Lucie Blvd. A..1u Wr,m llm[,sas y„1 Tmr^dlhdR!nln,h,l lee lru dx;, Egmmr Ulmt[i I.e,nL !, Spearspendor dfq 7Q otwdrn n.ldxl f111,
o ii Af01D16A IIsefhmssrs-AAAom 1.foebrW,l.l. to rmlmaiva(dnimromeet,uu form,
Fort Pierce, FL 34946
PI I r p 1 m,is proil'4eA Witho de Willem per.issrn from A-1[euf frnses-Aet6orr 1. lasto 18,P L.
Job Truss Truss Type Qty Ply
A0033242
WRCSRBLM FL15G Floor 1 1
0
Job Reference (optional)
Al KOOT I cusses, con coerce, r•L 34u4o. oeslgn(alaitruss.com
0-1-8
H , 2-"
1.5x4 II
1.5x4 = 4x8 = 1 5x4 II
Ti0
1 2 3
12
0
21
r _
Run: 8.120 s Nov 12 2017 Print. 8.120 s Nov 12 2017 Mi-rek Industries, Inc. Fri Mar 30 11:22:23 2018 Page 1
I D. f XMofrMa Vb?Z7 F F UeY3_Ndzeg Nj-ZIYAh LwzzCYbSjwTU4wOTYm?b?snu7Y5vKn pQYz V mxE
22
3x4 =
I1-3-0 4$ MSH422
1.5x4 11 1.
5x II 5x10 = 1.5x4 = 8
9 10 0
23
fd o 2
4 m
to
3x6 =
5x8 = 3x6 11 4x6 II 3x8 MT20HS FP_— 6x8 = 4x8 = 3x6
II 10-
4-0 12-11-8 19-7-0 104-
0 2-7 8 6-7-8 Plate
Offsets (X,Y)— [1:Edge,0-0-12], [5:0-1-8,Edge], [9:0-4-12,Edge], [11:Edge,0-1-8), [13:0-2-12,Edge], [116:0-3-0,Edge], [18.0-4-O,Edge], [2 1 :0-1 -8,0-0- 12) , [23:0-1-8 LOADING(
psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl Ud TCLL
40.0 Plate Grip DOL 1.00 TIC 0.98 Vert(LL) 0.38 14-16 602 360 TCDL
10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.53 14-16 434 240 BCLL
0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a BCDL
5.0 Code FBC2017/TPI2014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) 'Except' T1:
2x4 SP No.2(flal) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied, except end verticals.
BOT
CHORD Rigid
ceiling directly applied or 10-M oc bracing. REACTIONS. (
lb/size) 11 =
1609/0-3-8 (min. 0-1-8) 20 =
1202/0-7-4 (min. 0-1-8) Max
Grav 11 =
1609(LC 1) 20 =
1202(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-4041/0, 34=4041/0, 4-5=-4041/0, 5.
6=-5468/0, 6-7=-5468/0, 7-8=-4674/0, 8-
9=-4674/0 BOT
CHORD 19-
20=012290, 18-19=0/2274, 17-
18=0/5468, 16-17=0/5468, 15-
16=0/5690,14-15=0/5690, 13-
14=0/5690, 12-13=0/3093, 11-
12=013115 WEBS
9-
11 =-3449/0, 2-20=-2532/0, 9-13=0/2004, 2-
18=0/1918, 8-13=-858/0, 7-13=-1108/0, 5-
18=-1741/0, 7-16=-733/166, 5-
17=0/463, 7-14=0/296 NOTES- (
8) 1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131' X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
CAUTION, Do not erect truss backwards. 5)
Use USP MSH422 (With 10d nails into Girder & 10d nails
into Truss) or equivalent at 15-9-4 from the left end
to connect truss(es) FL09G (1 ply 2x4 SP) to back face
of top chord. 6)
Fill all nail holes where hanger is in contact with lumber.
7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). 8)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
11-20=-10, 1-10=-100 Concentrated
Loads (lb) Vert:
8=-698(B) PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
117 Ib FT = 10%F, 109GE U.
4 Trh RtLed %WKm .tn, hL•„lernv coed ,r 101,j YI1d,
o.Mta,,f YNlrrn•.rt htir.0 lmp y ep,.lpEry[te;m,NxglNigamomry o bw..l gieblmpulla,Mrinp r,aj. rnu rmi.r ' IN Ir r. MI. trt.nn,we, W'j um.',m+a1 Anthony T. Tombo 111, P.E. d.
vat i,,r.et.u.rnr,ut am do.ro..,mndep.rr.u hvp•..rimm r,ulr.erwt.rA,uafrtil.rrxt,d rnrdamuntartm.i,mlr.rsa,,.rm e.dr.yu rr,ty r80083 rh,
YalhsQ•44515t. Lucie Blvd. tSmv
Wmryrldt qxl qw. m7nh ptt bthti tr lnsshut[gm,ltlClrl(ial htge,n la;,SM1t,t.m c Mfa) ul ea5S1l Yn nnlial.RVl. Fort Pierce, FL 349e6 GpFi1M0704k-
1 Whnsts-AnlegI.I=b4111.11. teF,dtoiuefIkisd=verl,ieullw,itpalli1tJ-4lcndt+rinaptreitti„6.oldled lmm'-196Mrl.ba$114 H.
Job Truss Truss Type Oty Ply
WRCSRBLM FL16 Floor 2 1
AO033243
Job Reference Inrilinn211
r r naxn r ruses, rod Pierce, FL 34946, oeslgn@aTtruss.com stun. 8.12u s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Mar 30 11:22:24 2018 Page 1
I D:fXMofrMa Vb?Z7FFUeY3_NdzegN)-1 v6Yuhxck WgS4tVg2nRF?II EN PBhdcYFB_WNY_zVmxD
0-1-8
H 1 2-&0 —
I 2-4-0 1-3-0 I 0*8
3x4 =
3x8 = 3x4 = 3x6 FP= 3x8 =
1 i d S R 7
3x6 = 3x8 = 3x3 = 3x8 = 3x6 FP-- 3x6 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.41 13-14 563 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.55 13-14 421 240
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 11 n/a n/a
BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 96 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except'
B2: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
11 = 1054/0-3-8 (min. 0-1-8)
17 = 1060/0-7-4 (min.0-1-8)
Max Grav
11 = 1054(LC 1)
17 = 1060(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3335/0, 3-4=-3335/0, 4-5=-4159/0,
5-6=-4159/0, 6-7=-3380/0, 7-8=-3380/0,
8-9=-3380/0
BOT CHORD
16-17=0/1980,15-16=0/4159,
14-15=0/4159, 13-14=0/4072,
12-13=0/2023, 11-12=012023
WEBS
9-11=-2221/0,2-17=-2189/0, 9-13=0/1500,
2-16=0/1498,3-16=-291/43, 6-13=-765/0,
4-16=-1154/0, 6-14=-228/548,
5-14=-282n1
NOTES- (5)
1) Unbalanced floor Irve loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
5) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
I..q ".•rail lx7 flns5ri[Iln URI[ FEW i((471IXIM1514% i7;1(ntRGil(li tre rear ia}po.9m drel afn •arlmksp lnq(fr4;d YLlrrl Ia+L4rltzb_SLa Mnnr tlnr ar.m valnalp, aj
x1ld w.vraf u bnrlhrrAaa dl bll"lap Eglaaar,I(odlbp+;muWno y WilmmarF—dorMBsad q,c•atnyaWEry Yr br bt dk,.yrT—t7mindl(lla¢..& MI. IV 6tp nr+aXe.brgramat'dipirraAi,Imrwa1.w nbrnp.l4med0 n,o.adandr lndMlgpnpr,+peiwaaAul(dxdMhdtrlsru4drFll raihGdmElladWrmidrtglrlL}o e.mnCtrdkttrltlibornrrnlU
AnfionyT.ll,PE
M tuylnpad(aerm+. tl a:+raw+er 100 alsrramtd nrder Mly(wr.m 4 M(tb•+q(IJrWs1e1MAd41Um:dvw!'a pnJ p.t VHYS+rb:ryrnifandl4ntlrLnrh 1•nr 80083 80083
ne.raaearlra[rYtgnlw+.mr(haprafnJuifYlnubur(quabr(ItrWa '
lnp(,ia.drnul,y:=°'"" 44515[.LucieBh•d. r4ye,nlns S(m./q Wrf 1 gL iel ralnnlid irll.
a r M07011A I locifrassas•Antar I la¢b*11L1.1. to rdraiaadnifA+mnen,uu Im
Fort Pierce, FL 34946
Pnl T P 1 wispralibad+idende+sinuper issiM6wA Ilcollrnus Aed.arl.boFom,rL
Job Truss Truss Type Oty Ply
A0033244
WRCSRBLY FL17 Floor 2 1
Job Reference (optional)
Al HOOT I cusses, rOn Nlerce, t-L i4`J46, OeSign((r al(n1SS CAM
0-1-8
H ,
2-&0
1.5x4 II
1.5x4 = 3x8 = 1.5x4 11
1 2 3
0
018 ppppw
1
t
e,
77J 16
3x6 = 3x8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:24 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-1 v6YuhxckWgS4tVg2nRF?ll ENPCMdcfF8_WNz_zVmxD
2--4 f 1 1-3-0i
3x4 =
3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 3x8 = 1.5x4 11
71
4 5 6 7 8
7?
9 10
LOADING(psf) SPACING- 240-0
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
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1048/Mechanical
17 = 1048/0-74 (min.0-1-8)
Max Grav
11 = 1048(LC 1)
17 = 1048(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3289/0, 34=-3289/0, 4-5=-4075/0,
5-6=-4075/0, 6-7=-3304/0, 7-8=-3304/0,
8-9=-3304/0
BOT CHORD
16-17=0/1956, 15-16=0/4075,
14-15=0/4075, 13-14=0/4075,
12-13=0/3990, 11-12=0/1959
WEBS
9-1 1=-2166/0, 2-17=-2162/0, 9-12=0/1487,
2-16=0/1 474, 3-16=-291/35, 6-12=-759/0,
4-16=-1107/0, 6-13=-227/532,
5-13=-270/74
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
15 14 13
3x12 MT20HS FP-- 3x3 =
1.5x4 II
12
3x8 =
CSI. DEFL. in (loc) I/defl L/d
TC 0.72 Vert(LL) 0.3812-13 610 360
BC 0.87 Vert(CT) 0.5112-13 452 240
WB 0.71 Horz(CT) 0.07 11 n/a n/a
Matrix-S
6) WARNING - Please thoroughly review the'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 94 lb FT = 10%F, 10%E
ssn Ms. err lsun.r'111L911146i8'S.Ti HUssl i:L6l(CrttitllS[r{f`a,R1'll t(WNRII'Sr Mi ru;!hc IsnGasr,r.usw On tens lc4 Rr.q(1Fjr rrOy 1.11*1111d.m-SW11W.w hhu u.msnhlrMToLo
ihidu sdmssedhwrrllAah.iA lsrl.ns (rt lgenGs-Y.oilLq..),Msd..1TA„nses.nswudrrdessr.Irymal usl.sYJ!rdkv#d'as.p fmsigd.yl:l wh,rnlnl. hhspnvags hit ueys, ueJM Anthony T. Tombo III, P.E.
4451 St. Lucie Blvd.
r.vdrtslmsr.7R 5"we'elrydr6no,rOnsisArdgm.rhdiyR r..rune.d MULrt(rrindMli uhrU4l.hgrwd/M131rssedl.vdrhrss.6igr0„rs*,.>rar.rRquruan,l.,4rji :80083
r Rdlglhs"swic rsv V.rfMM.rstlrrr utrpiWtirldL Ttgr.4ly Yree(CSQ rLud 1. 71r Y(I nsdn Mrryedlin LtiI YS.sr utraufrsr Ms.fdrl+.0 Rvr,h.0 Msq!tl.urimsYMtC•n,Jns she.
b.ltwf h.[.frl 1prtl7. r..f h gP'h•sswFd Its htuRs*t7.vhrnr4+y ks*o..6ns4@a17w.dn,1 Oy.itd h:nr.ui'rdrAl For, Pierce, FL 34946 eppyNCIIIAA-
1Isallmus AetbarI.re.AeM.I.I. Irpe4nindlkhdeo.eat. isnpW.,sspsls6udrahodendtrapvnississIII. AITed lotus-AsOesp1.ItcMIII, rI.
Job Truss Truss Type pry Ply
WRCSRBLM FL19 Floor 2 1
A0033245
Job Reference (optional)
2-&0
1.5x4 11 3x6 = 1.5x4 11
1 2 3
TI
0
mutt: o. i zu 5 Nov rz cu r i rnnc oA zu s NOV 1 z Zut r mi I eK Inclustnes. Inc. t-n Mar 30 Li'22'25 2018 Pagel
I D.fXMofrMa Vb?Z7FFUeY3_Ndzeg NI-V6gx60yEUgolh 14scVzUYzrOupZjM4 DOMdGwVRzVmxC
1-10-2 , 1-3-0
3x4 =
3x6 FP= 1.5x4 It 3x4 = 1.5x4 II 3x6 = 1.5x4 11
4 5 6 7 8 9 10
if
1
rs
17 16
3x6 = 3x8 =
LOADING(psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except*
T1: 2x4 SP No.2(0at)
BOT CHORD 2x4 SP M 30(0at)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
11 = 1030/Mechanical
17 = 1030/Mechanical
Max Grav
11 = 1030(LC 1)
17 = 1030(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3212/0, 3-4=-3212/0, 4-5=-3212/0,
5-6=-3938/0, 6-7=-3938/0, 7-8=-3225/0,
8-9=-3225/0
BOT CHORD
16-17=0/1916,15-16=0/3938,
14-15=0/3938,13-14=0/3870,
12-13=0/3870,11-12=0/1918
WEBS
9-11=-2121/0, 2-17=2119/0, 9-12=0/1445,
2-16=0/1432,8-12=-252/0,-3-16=-288/l8,
7-12=-714/0, 5-16=-1020/0,
7-14=-239/487
NOTES- (5)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
15 14 13 12
1.5x4 11 3x3 = 3x8 MT20HS FP_— - 3x8 =
CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TC 0.67 Vert(LL) 0.3112-14 715 360 MT20 244/190
BC 0.80 Vert(CT) 0.4312-14 520 240 MT20HS 187/143
WB 0.69 Horz(CT) 0.07 11 n/a n/a
Matrix-S Weight: 92 lb FT = 1O%F, 10%E
5) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
Worn PLmt&Mq*1,.4.M'14LEG 111WjT'iJ.[11,3l'al 1:WS C ICtOFItlRUfiCI rMrj WNUOF} W1n Ycr*"Isnra7 rrrrutrM 4nt ksq Rnq(RFjrrattOe111arM ll: ldam{tinuYew Waw.nr ml MItA, i. Widu
r,rYW Ydtrwk6l13 hrtii istL•a»ks 5tr,npt-f1t^c1[q Mrd l rd rertuet cg1m r16FtMs I egrtuq¢y olL!Ytlt Ytgde, uy timslactil YI:1 wh, relnl.hkvp vpa rti aes,.,e,u+ Anthony T. Tombo ill, P.E. rattlnl4mYrg0.h1n1ynyrmrq NC++c,6Cnt,'swbrMgm.il.igks o..irlwe Mot,dt(r>,ktlYa uarCR(.IM*nN/ililrartrtl.vtlly4m"64-Cq,.ss'i rktr,WMarrry fiklrl _80083 wtwgMtlprrWuLt,trnwl Yl:JrOtfmrnrptLVttt161e'f(¢1tu{L,IIYYwIr.SArILWb71rSI(lnrdxtrtlNryctlpYrt r!11Mar6n:1 ri nrMntl t4nrLh;*,Inuea.4!,rimtl.ee=r.rnt 4451
St. Lucie Blvd. Ao.lu kielhtldtlgrtl r.rialhA pin r"tFd 4Lnt R+}lq nbUiYldYl trup,•i t+s 4,M E¢mAnr'1 L7rgWdsx tn niMirr 1111 For,
Pleice, FL 34946 oprlryu
101iA-1lodlnsuc Aodngl lochOl.p.l. Itpdtniwdldsha re.ionlfun, nprolibgtl dwdtn,xnpa nswfrom bl[nlhnus luWolLlocEo81,IE.
Job Truss Truss Type Oty Ply
A0033246
WRCSRBLW4 FL20 FLOOR 6
Job Reference (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 Mar 30 11:22:25 2018 Page 1
1 D•fXMofrMaVb?Z7FFUeY3_NdzegNj-V6gx60yEUgol h 14scVzUYzrMRpabM6VOMdGwVRzVmxC
2-6-0 1-9-12 1-3-0 1-3-0 Q 3 I3
rsr r-1
1.Sx4 11 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 =
1 2 3 4 5 6 7 8 9
WI
15 14 13 12 11 10
3x4 = 3x6 = 1.5x4 II 3x4 = 4x6 =
14-11-4 1$
14-11-0 04
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.23 13-14 767 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) 0.30 13-14 586 240
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 9 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 75 lb FT = 1 O%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
15 = 818/Mechanical
9 = 818/0-3-0 (min.0-1-8)
Max Grav
15 = 818(LC 1)
9 = 818(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2353/0, 3-4=-2353/0, 4-5=-2422/0,
5-6=-2422/0, 6-7=-857/0, 7-8=-857/0,
8-9=-859/0
BOT CHORD
14-15=0/1471,13-14=0/2422,
12-13=0/2422, 11-12=0/1981
WEBS
2-15=-1626/0, 2-14=0/976, 3-14=-318/0,
4-14=-414/172,9-11=0/1138.
6-11=-1242/0, 6-12=0f740, 5-12=-343/0
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of lop chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
6) WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
e..py ,,.. d •u as Tlra!sl•ar, soul I!IA r ;ru,na!mCl jWEf 4 W n11Eln1r Ya rd, Ntq FnrAs d,d u¢s. a M, In* e^9 (Ejd a mq I.Ip.lr! ICnm 9m I,om.0 reu oe.¢s u61.w rri. d.
WTri—MIYnoel..d I. n IN I In hle,eL-km!p-P,.4v.fl iaWditd.g140,de1111. tWhWn_r..'kegWwmft4! Anthony T. Tombo III, P.E. d.
u enMtW.!alq¢Yny.uj.'TIYQm,6Q.wisAer_elgm.titiNlk{Nq...6unn/MII!.see!(.a¢ekdpllquadlRl hvrn/trlYdgktlne/ea4ns.dsl..Ogm*..ssludkg. sa¢ertgndl0 80083 d
4Yq AJru d6ea. 11 nMM.„IpdYr.omd fes 6Mxq(aa..!ti¢Y..c.IxSQ ri6sld 1. irldY(1 n,dxmNhrred pl.0 f41 Ma,d nyeY3sd Mn Y Lrt.gr,trw hur!epardlms Y.6aer,iu 4451 St. Lune Blvd An.
lulblh.4erlgdw.nigh dr.sr,.nhe1 hl,n,ks*15.m¢UihNi6q k.p.. iins S!N.ITuAn MiOq a3 gtiniknnn M.d.tM1l For, Pierce, FL 34946 epylilkf0211lAAIRoof
hmses-Aallogl.T=bA01,r.I, tepdemnellkislmoritiienlleln,¢politi!rl.uenRen4npnesseehuAIloci fintes Ae6ergl ledolll,ll.
Job Truss Truss Type oty Ply
WRCSRBLM FL21GE GABLE 1 1
A0033247
Job Reference o tional
Al Koor trusses, ron rterce, FI- 348ab, aesignLalwss com
1 2 3 4
4i
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 1'f.22:26 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-zlEJJMysF7w9JAf29CUj5AOkiD5F5hhYbH?U1 tzVmxB
3x3 =
5 6 7 8 9 10 11 12 13
T1
e
26 25 24 23 22 21 20 19 18 17 16 15 14
3x3 =
i i
mT$rR.\':SS•: e i'S$''h3ti4.h: \4.: i+rrl.:'lrr.i: rJ:i ::j
0 2$-0 4-0 0 5-0 9 0 10 8 0 12-0 0 13-0-0 14 8 0 1 rr5-14M112M1-4-0 1-4-0 1-4-0 1-4-0 1-0 1-0 1-0 1-0 o-9-1a '
Plate Offsets (X,Y}- [1:Edge,0-0-121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 18 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 69 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
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 15-5-14.
Ib) - 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. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (6)
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
ro Rn*.0h"...0.'1rcrruusr'titrya'[u1t:usriusmISMICUrwr}ifloiU WOWe ruhqspI4451
St. tude Blvd. if
Vh:fi =
d.MPi.i. ta.eddanmh
droimkr.r,r..i r.!..G..snfl r uu.r."un.enbu dF+n.r.acnrrrv vopimigcr.era n,r.MI.irm4emr.a so. ^ Anthony T.Tombo11i,P.E. I Wd.ulrs MsYiwR'irniny.ui.7 k.6.N,h0.mi Gw_.I gsnuS Wlq hu7r.. Qiupe M YLY[(.eykd QK'udrml. I4 grmltYlilr gh11.v4.,ims ahfq dit ,. r,"a.rkq udnru ny.Wak :80083 d 4.
gh..P..ri.te. k 0W;-..iprD. ..r PdA-d is Ultq(a .Stet 99r r••11I I r SKIn1d erdi. Iwil Pi... mlka....PoeEinr k.naQ+L huP, L.hut iywrims' `n, !n. d..0 k
i.e h,.(okder.I V... 14 pom— d ne n,,, k..P tti9,.nUidr,Ia rn.ism tm.ty.w ...+s uwdAWIw usknd.ml. For, Pierce, Fl.
34946 pritb 11116A-Ih.
11inus "soryl.lea 111.1.1. Iep.e6.nmdQisln..e.I,isall ln.,hPIEWdndedGeninto Famsi..be. Alled Imus.A.6nl1.l..be@,11.
Job Truss Truss Type Qty Ply
A0033248
WRCSRBL[v) FL24 Floor
Job Reference (optional)
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 Mar 30 11:22,26 2018 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-zl EJJMysF7w9JAf29CUj5AOWODvcSYpYbH?U 1 tzVmxB
2-&0 1 11-14 1 1-3-0 , 2-2-12
3x4 =
1.Sx4 11 3x6 = 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 3x3 11 3x3 = 1.5x4 11
1 2 3 4 5 6 7 8 9 10
i-
441111
I
17 16 15 14 13 M 11
3x4 = 3x6 = 1.5x4 11 3x6 = 3x6 FP-- 3x8 = 3x3 =
15.7-10
15-1-6 15,1-8 , 18-10-2
15-1-6 0-6-2 3-2-8 '
Au-1
Plate Offsets (X,Y)— [1'Edge,0-0-12], [5:0-1-8 Edgel [14:0-1-8 Edoel
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.29 15-16 >632 360 MT20 244/190
TCDL 100 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.37 15-16 >493 240
BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(CT) 0.04 12 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 94 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T1: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except' LOAD CASE(S)
B2: 2x4 SP No.2(flat) Standard
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing direcUy applied, except end
verticals.
BOT CHORD
Rigid telling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
17 = 776/Mechanical
12 = 128310-3-8 (min.0-1-8)
Max Grav
17 = 813(LC 3)
12 = 1283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2333/0, 3-4=-2333/0, 4-5=-2333/0,
5-6=-2366/0, 6-7=-2366/0, 7-8=0/602,
8-9=0/599
BOT CHORD
16-17=0/1459,15-16=0/2366,
14-15=0/2366,13-14=-117/1359,
12-13=117/1359
WEBS
2-17=-1613/0, 7-12=-1720/0, 2-16=0/967,
7-14=0/1263, 3-16=-346/0, 6-14=-383/0,
5-16=-398/361, 9-12=-513/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
rmy M„Yr n,M.d•Il lrai af's,'!•`rlfi411l 19xSritrttpr{trS[C jlPtrjl([t1/1[i0.7r k. Iri 4}rrnnrlrrd r4,Ox kn,I,sq kr.q (ilEldzl,gllW,tr:-Idvm 9.n 4Y,ti 5h!I Ac.nl Ctl MI:1.¢
Wd.—Wilw Od I,d i jklmish H Anthony T. Tombo III, P.E.
d.uCh,I., Irqpo280083 n
FY F,*,rdtr,o urn,nw,.yrarrr,andtrlw4el.+sgeeq.,SM f,ae.,pwndytndun.,,a..wYl,+•+1••• nu rta,r.uo.t n.rrn+ytw kup., l,.,,d„tt..dim, w.c,c.r,rm 4451 St. Lucie Blvd. Aa.
Z, Maf h,fdxl qed q r nEyhdMr,.,hd hLn,Fupfr}nh,7i h,wy Fvpo,i n,Snrt. [q„oAnwry +lyrud trnnnhfid.Al For, Pierce, FL 34946 eprrykr
tJ 101611-I Gd hnus 4ctlery L 1ed W.IJ. lepdmu ei rli+laeru, i. ul tn, n pd,bBel runt ile mm rnnss 6er. A l [ul6.stn A Mg I.1 eh N, f.l
Job Truss Truss Type Qty I Ply
WRCSRBLM G02G HALF HIP GIRDER 1 1
A0033249
Job Reference (optional)
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 Mar 30 111:22:28 2018 Page 1
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-vhL3k2_6nlBtYUpRHdW BAbTs90arZSlr3bUa6lzVmx9
1-0-0, 5-0-0 10-2-11 15-3-9 20-11-12
1-0-0 5-0-0 5-2-11 5-0-15 5-8-3
4x4 =
5-0-0
1.5x4 II
22 1023 24 25 26 27 '
10-2-11
4x4 =
3x4 =
4x6 =
N
16 C
to
4x12 = 3x4 II
15-3-9 20-11-12
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.17 9 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.33 9-11 748 240
BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.06 16 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.20 9 999 240 Weight: 101 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 10) WARNING - Please thoroughly review the "A-1
BOT CHORD 2x4 SP No.2 'Except' WEBS ROOF TRUSSES (-SELLER), GENERAL TERMS
132: 2x4 SP M 30 3-11=0/364, 3-9=-390/1072, CONDITIONS CUSTOMER (-BUYER-)
WEBS 2x4 SP No.3 *Except* 4-8=-858/281, 5-8=472/325, ACKNOWLEDGEMENT' form.
W2: 2x4 SP No.2 6-8=-911/2669, 6-16=-1483/543
OTHERS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 6-3-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1386/0-8-0 (min. 0-1-10)
16 = 1419/0-4-4 (min. 0-1-8)
Max Horz
2 = 117(LC 8)
Max Uplift
2 = 449(LC 4)
16 = 516(LC 5)
Max Grav
2 = 1386(LC 1)
16 = 1419(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2961/944,3-17=-3644/1247,
17-18=-3644/1247,4-18=-3644/1247,
4-19=-2853/988, 19-20=-2853/988,
5-20=2853/988, 5-21=-2853/988,
6-21=-2853/988
BOT CHORD
2-11=-897/2687, 11-22=-891/2705,
10-22=-891/2705, 10-23=-891/2705,
9-23=-891/2705, 9-24=-1247/3644,
24-25=-1247/3644,8-25=-1247/3644,
8-26=148/391, 26-27=-148/391,
7-27=-148/391
WEBS
3-1 1=0/364,3-9=390/1072, 4-8=-858/281,
NOTES- (10)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord In all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 16 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 449 lb uplift at
joint 2 and 516 lb uplift at joint 16.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 212
lb down and 228 lb up at 5-0-0, 72 lb down and 99 lb
up at 7-4-12, 72 lb down and 99 lb up at 9-4-12, 72 lb
down and 99 lb up at 11-4-12, 72 lb down and 99 lb
up at 13-4-12, and 72 lb down and 99 lb up at
15-4-12, and 72 lb down and 99 lb up at 17-4-12 on
top chord, and 122 lb down at 5-0-0, 50 lb down at
7-4-12, 50 lb down at 9-4-12, 50 lb down at 11-4-12,
50 lb down at 13-4-12, 50 lb down at 15-4-12, and 50
lb down at 17-4-12, and 167 lb down and 100 lb up at
19-5-9 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 7-13=-20
Concentrated Loads (lb)
Vert:3=-165(B) 11=-115(B)5=-67(B)8=-44(B)
17=-67(B)18=-67(8)19=-67(B)20=-67(B)
21=-67(B) 22=-44(B) 23=-44(B) 24=-44(B)
25=- 4(B) 26=-44(B) 27=-167(B)
dew rheu rn{Y. n•h•r'N Uef rUW Snln-90L1iltxl I(NMIM111,3111 V7,, ArJM1"l brt. Ir4 I-"Mmgll[P,urlANe I IrY0.l L tel—AMMine
Widuaamitaf udl le rselhirlipnM.dd tre imr lmp lepbup r.Spd!hrya;rudnnlaiuevm—.1m,dim tdod"r.1o!nyrwulh'rinpdrrgi hiss Mne/nr imrryd.TM. IY e•,,p Anthony T. Tombo 111, P.E.
d,udkrlmrWr! lam hr. "".M!do. [._.h0.tiirnb•ed".0. a{Mip•..bnmddrllLLKdrhde.tJohmiI 11,prmidrnldmldemdr!mi. rihr"atrrn:l-W!d r 80083
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ldur l!e!,t,dgd gn•.Mgl!dl!racrihu. Iq L.0 Md!gm heClr{flai kspdnL aS!eat am ror Wlq 17 u3lTd h:nm nld,Nnllll, 4451
5 Lucie Blvd. Fort
Pierce, FL 34946 6p{
igh01(116b1be!hesset An1uf11ee5.W.Ll. lepMtrim. el Airs komn,ioallrv,itpuAluelydYenlit rnnnpnoittiw6mA-Iledlmut-Aednrl lublf,Ll.
Job Truss Truss Type City Ply
A0033250
WRCSRBLq H02GE Common Supported Gable 1 1
Job Reference (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 Mar 30 11:22:28 2018 Page 1
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-vhL3k2_6nlBlYUpRHdWBAbT400nBZabr3bUa6lzVmx9
1 0 0 4--0 i 8-8-0 9 8 0
100 4-4-0 - 440 1-00
4x4 =
10 9 8
2x4 1.Sx4 II 1.5x4 II 1.5x4 II
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 8-8-0.
lb) - Max Horz
2= 40(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
6, 10, 8
Max Grav
All reactions 250 lb or less at joint(s)
2, 6, 9, 10, 8
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (10)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; 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 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
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-" 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) 2, 6, 10, 8.
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 6.
10) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
o
PLATES GRIP
MT20 244/190
Weight: 35 lb FT = 10%
IYcq•
rlm,o.glM i„r.n'rrr(31 IIrS16IMIW RkWl iitllSt(GU1rJtlllSiC.funr t([a1/1FFA:rl7T tr. rrti ktr[rae'af Ird rmr6,tm, hui h•q (t7El Im w rl cud. FL1 L1E m 9,q lAu rie maonm+gM.MPJ. h
W i,YftodhndirrrimbleM r,.im,r,T` P-M,rii(tTdu,ti qra„run.Q.r.,e r+r+,•.rq.•Wendwrua,q,im,b,r yr.n..r.mL nh p* f aWgl ft,n Anthony T.Tombo Ill, D.E.
dne n,M,dq ril ttruy.dijthe..n,f.D.ri.srcelym oft(.,iq huaot.ruae M m.¢.t(ro w wyud rPu.h.w Yl'.Ir.,Id/.u rM, .M.4 Onr..u9urkoruaroinN,N-7 :80083
u MYF kur,r !O m u.m m.+.Yr!'dMrnndpmFo,/rraL(n,.,+Sim r.n.a(r.1QrY,M 1. indSt(I n,dr.dY ryot F.4. t!1,Yy,o.nyniiSH ier,hi h:.,;mrru+'[.urim,Y.Aee.e,en 4451 St. Lude Blvd.
Ao•herM 1!,(dggrtl q.•n1.1h R1.Y,....di1,Ln,h,}FSwcoeilr4ilg hs}a,. i,nt S n.[oA wq. uu ;er h.,.,nrd.d.u1 For, Pierce, FL 34946
tpyrgM0t114A-1te1["Stet- Loh" 1.Iteh@.I.E. Irpc4nued(li,ten.ed,i.aylu.,nCrhlor(.ulw((ken'etnpa.iss,ntre.AdGof(mu, AA.ry(.(eAo@,IE.
Job Truss Truss Type Qty Ply
WRCSRBLM H03 Common 3 1 A0033251
Job Reference (optional)
1 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 Mar 30 11:22:29 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNl-NtvRxO?kY2JkAeNdrLlQip091Q_ul1N_HFE8ACzVmx8
1 0 0 1-9-12 44-0 6 10-4 8-8-0 9 8 0
1 0 0 1-9 12 2-6-4 2-0-4 1-9-12 1-0-0
3x4 =
5.00 12
1.5x4 II 1.5x4 II
cc
3
5
2 F1
6
7 la
s• . e
6• 6-
9
1.5x4 11 6
2x4 =
2x4 = 1.5x4 II
1-912 6-10-4 7 0
1-9-12 5-0-8 0 - 2 NO
Plate Offsets (X,Y}- 2:0-0-10,Edge], 13:0-0-0,0-0-01, 4:0-2-0,Edgel, 16:0-0-10,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 8-9 668 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.07 8-9 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 32 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-" oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 299/0-8-0 (min. 0-1-8)
8 = 514/0-3-8 (min. 0-1-8)
Max Horz
2 = 36(LC 12)
Max Uplift
2 = 180(LC 8)
8 = 284(LC 9)
Max Grav
2 = 304(LC 23)
8 = 514(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-175/280,4-5=-194/310
WEBS
5-8=-295/340
NOTES- (6)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left and right exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=180, 8=284.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
ra q mr.n..!,rya.4'r!txrnrsss(;ntu'larturtexsttorrtutlmi!r[ttr!t;llOCILK.[li hrlcfr urrorindmlunrnthn,Inpir.gl!C4;urL]yt irY4t!.I mr34nKrenr a+:s,.a,od.4mr.y
ntri vm a,uoonrut ristr m ,,rim,rogr!9r•pr.siodi!*-e,uUrn ..!!w,rPnNts--P e04pa mdr%-In11WAMIn, 4wp+4,.*!nul irl.6, dt.d!N. nt,en,ryruarrgam. erR E drublm,'v.Ildl gnrmrw,dJa!A4D.m40.:i,rb:Mrpr,4WL MTr•,.4mm 4lCm[:d4bd1a1ztcr4dlF!r rrrrc1 4I01dnE21nrd41nndKyld-}o;gr,o,rdEwdknq,Mlrhn,N,el,.d A"onyT
8ll,PE
0083
4laear h,
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t.E.trpnlroioaalthisiomnrm,inuyINC,itprohl4rd•itherltit-rinnpemrssuabanA-Ihalhnsri-Aathoay1.bmto!ll,t1. Fort Pierce, FL
34946
Job Truss Truss Type Oty, ply
A0033252
WRCSRBLN4 HJSA Diagonal Hip Girder
Job Reference o tional
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 Mar 30 11:22:30 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-s3Tg9k?MJMRbooypO2YfFOYFIgJw1 VB7WvzhAezVmx7
1-10 TO 2
1-5-0 7-0-2
3x4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.12 4-7 711 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 333 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(ILL) 0.14 4-7 589 240 Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 64W oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = 182/Mechanical
2 = 383/0-10-15 (min. 0-1-8)
4 = 99/Mechanical
Max Horz
2 = 129(LC 4)
Max Uplift
3 = 116(LC 8)
2 = 192(LC 4)
Max Grav
3 = 182(LC 1)
2 = 383(LC 1)
4 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (8)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 3=116, 2=192.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, and 41 lb down and 47
lb up at 4-2-8 on top chord, and 9 lb down and 8 lb up
at 14-9, 9 lb down and 8 lb up at 14-9, and 14 lb
down at 4-2-8, and 14 lb down at 4-2-8 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9)
m.y Pi— d M%hwR.,•rlW"ASISl'stun'IREM rINAMOD3mux1W:r;:(ornEfWr.IKraltld a,unk!t-r we„cx.,vny mmr,sy Y
la,ee.e,n p'rn ,Mnndhd. no.rr „elm,w l.npr.sN.'u>,sprm„+.a, aA q o,o rdnrvw+n+l er+dr*r+d W InuM•mmo.q,d. nFE hrnp W.iw.ru L,.rq Anthony T. Tombo ill, P.E. deudtifm,
fY.qW/ghbmpeeiYedteAm.40.i,eor,:d¢..d,WL k,e{••,.rr.ell RCMCdtrYJId.Ant.dIM.iYet eeellblAldew6dln.d elmide3rl O w e.adn dk.q,efrsrrt,r,dlf.d a80083 r1"
gh,4edbmft a-,s e.. itMod t.FM,dpeac,dmt.i"wwotsepen "ir—rwwdgnldlRreanl.. dsit P"..e—• 1nl 1,un,re due,drusVILD1 Dr.".Im,"E.F-drm,.nr 4451 St. Lucie Blvd. A.,uWu Ires.
teegd y. maphe0 rrasendeei hlm,dut[ep.uh 101dt(l,q lua., e.l:e:,lltea E.pe.f r M.y t0 gslad :n.e rdnl.lnl Fort Pierce, FL 34946 Gphi¢fOtpIAA-I[
nllnsses A tiurl.l.cA.11l.11.tepWiniaddisbmned,is lay l,ispr Ailned.idtetit .rineeptreissiu6mAd[col hisses -A.8ut1.ItestoIII, Ll.
Job Truss Truss Type Oty Ply
WRCSRBLM HJ5L Diagonal Hip Girder 2 1
A0033253
Job Reference (optional)
Al Roof trusses, Fort Pierce, FL 34946, oesign(,a altruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:30 2018 Page 1
ID:fXMofrMaV¢?Z7FFUeY3_NdzegNj-s3Tg9k?MJMRbooypO2YfFOYGBgJz1 VB7WvzhAezVmx7
1-5-0 7-0-2
1-5-0 7-0-2
3x4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 337 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6.0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 180/Mechanical
2 = 370/0-10-15 (min. 0-1-8)
4 = 99/Mechanical
Max Horz
2 = 92(LC 4)
Max Uplift
3 = 112(LC 4)
2 = 265(LC 4)
4 = 80(LC 4)
Max Grav
3 = 180(LC 1)
2 = 370(LC 1)
4 = 127(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);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Qt=lb) 3=112, 2=265
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 37
lb down and 47 lb up at 4-2-8, and 37 lb down and 47
lb up at 4-2-8 on top chord, and 62 lb down and 5 lb
up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17
lb down and 47 lb up at 4-2-8, and 17 Ib down and 47
Ib up at 4-2-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 7=11(F=5, B=5) 9=-19(F=-10, B=-10)
eeq Ihu On IF rr•.• ee'r t rxt QrSSEf jQinl-r Qrtr! rtn6 r [OItIOCR (A101tjQrl'; rNCRFiJlli' hra Ie:rt r„r t.omn d nd dn. nc Ims ksp knglRt; u h rA.r 1 trr 4 r L tdnn Len h+i e, du, a..y u. m m,.y
Wta co,mrrkn,mr mtr illo.m F,rtn<, kV Fq..pe.Watt.n;mw mo¢rw,o.o ' d amd.efinv.weryr na auw tnu radnmFoora.r. rn new,q.,mmr
d.ua,tm,argr.u,r ,dmrvrm sa,n.do.n;mvdr acdr.uyony.,.onmaaaut m dendk.y,9,r:dttit h n/M1 DIdmOrJq,dYlm a16 494soML Mc.dk.q,HlMmny.'j-0W z 8008
A^ ony o lll, P.E.
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nc.wl llr(afia4n19•Ihdlr.wr,KfYluurvtFyenkrClYltlgrup.,.rl:.uSrti".E m[.iWr,lOmsWk,nn.bisl.fill. °'
k,p[ge..ftm,la'.evn,.4,s 4451St. Lucie Blvd. Fat
Pierce, FL 34946 OppirY101pl6Adfool
houes-Au6agl Irabrlll,tlb . tepnma.dbu tiismnrm,urlorgisptoiih0d.nhMtit +ritlnrwnn pelhooAdtroflnnn-Artmto 6onrl.IIIl,Lf.
Job Truss Truss Type Qty Ply
A0033254
WRCSRBLM HR Diagonal Hip Girder 4 1
r,
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:31 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-KG 1 CM40?4gZSPyXOyl3uoE5U9Eg_mtYHIZjFj4zVmx6
1-5-0 4-11-0 r 9-10-1
1 4-11-0 4-11-0
4x4 II 1.5x4 II "
3x4 =
4-11-0 4-11-0
Plate Offsets (X Y)-- 12 Edge O-M]
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 We n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
5 = 113(LC 4)
2 = 261(LC 4)
6 = 106(LC 8)
Max Grav
5 = 155(LC 1)
2 = 468(LC 1)
6 = 323(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-280/117, 3-13=-754/259,
4-13=-698/260
BOT CHORD
2-15=-351/696, 15-16=-351/696,
8-16=-351/696, 8-17=-351/696,
7-17=-351 /696
WEBS
4-8=0/255, 4-7=-748/377
NOTES- (8)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed : end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 5=113, 2=261, 6=106.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 71 lb down and 106
lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7
on top chord, and 10 lb down and 9 lb up at 1-4-9, 10
lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13
lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
8) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=42)
16=-4(F=-2, B=-2) 17=54(F=-27, B=-27)
erq.MyM•gYsrr•n. rk't I17C7 f1ES6 rillltrt Qr[rti Rtl6 t017NC6(R1oYs-t7.T+,e(n[P,[I'dlfi he irkr hs¢rn mdrd ohs.n,tin, lrptrig PLP,drskirl trlrntt h6m Arn Mn es fr u, Cn.m'""a IN,.'1
rulhrvfirrkn smrrdmdlAh nW Neirns lnM tyrepr,5pdr tr¢s;L soiwor 101 nirrnrnoxn¢m ridrm,mdryr.yny.muar br ar hs*+dM sayr lmsNmsnhlOD rdr. w10 R41 M1er+.p nutMakrrgrrmawf. s.ed}} Anthony T. Tombo ill, P.E.
dmdhilmsWghdhghhrnpA d!dtho•m.k0. ( aw lq hrhrlhglerip•,•hrnondt0tLhr4rrkdt•YgandR1 nri1pnddVAMcWv!edea,dim Tro—J W"ta-vr.•udre.dkogAdWh."Wnw-. = 80083
tkt•Iq hgsu(Crn..Ir.ts,or•h10DdiaFmsdrdri!sdm hlq hgomlEM 4im[t(L!rlhild er Rid Y[ImrdnmfL(rmi(.de Pr11r1rsfsrrs ifsndhLyl LhnsksT.Lnsksp Egan dfmslndr..,vss 4451 St. Lucie Blvd.
rlmro hWdtreftlna9d 9••^s4hainn nrhri fk lnv gsq[sµmrhlDl C.Idlgh,.,•Ia:slrna[sroee[gs Nmtls!1 h:n mnldalkRll Fort Pierce. FL 34946
eppilhOlDIAAIfullnsses AnAull.los:6r81.r.1. ttprolV0iuofdnbmoen,uah4.,isplofi0tlripenderrineoperaissiobon A-Itcolhisses -Ae6url.ludoIII, r.l.
Job ss Truss Type Qty Ply
WRCSRBLM rJ5.A Jack -Open 7 1
A0033255
Job Reference (optional)
At Root 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. Fn Mar 30 1a:22:32 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegN)-0SbaaQ 1 drzhJ 156CWTb7KRdh7d31 VPhQzDSoFXzVmx5
1-0-0 5-0-0
1 0-0 ' 5-0-0 -
2x4 =
i 5-0.0
5-0-0
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 127/Mechanical
2 = 264/0-8-0 (min.0-1-8)
4 = 64/Mechanical
Max Horz
2 = 115(LC 12)
Max Uplift
3 = 90(LC 12)
2 = 80(LC 12)
Max Grav
3 = 127(LC 1)
2 = 264(LC 1)
4 = 90(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (6)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and nght
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
troy.lher e..rru,n•..h•r1rx;nnsEsi EnifrillrEwrrocxntncrsuxl'Inr;INCRIi lGkc.fethip pm m drrJ nln.nrlms hvpYm lslP eiM1yl I I h It11.ht._Sh1Wfi n' m ar.W vaynam..y mnsoevrp,
sAna.ewarroh.rreaeimrr IQ.Qe•srw,[Ar.,;m..gmyesemn.rrdf.dna nw.Adalmr.kwdk rnsM.mmo.y.r.M,r.,.p u em.lrqu'wip Anthony Tombo111,P.E. I
W.dW,1.51,Wcaenhml.vWmrlCeArn.OrOmrntrcdrffrbl.IlyWipr,hr.00AhrQr,u0:d4hde 6{nlydlFl.lhgrtl pdInIN.W.hos adYe aVfnmmr.cllgd Nnrddinx.iNgle8.w,ge.a80083 eem+ khus;
hspedtA7.ts tam edIIDolen pmn.l raedarrdm" lgnwsddi lM.W)FkhM4 Na SICA—d di.F-1 P'A4MI k%, e-q—f+—im.dl•LnsA Ims"E.".ed I., e s.Writ ne.helBrsiAfav4•
dq• WheorAeasndef IMl ssh rtgenhlClYlidgM ,In S + 4451 St. Lucie BNd. Ia h
mdgA.uq IEm+dadf•unnMd.ml' Fort Pierce,
Ft 349<6 6ppith101D16Adiullnssrs-Amlegl
I+eb+ill,r.E.teplodediuofIYisdesonew,innrfunkispidibuedritYoelde+une+pesnissi+ehewAdtcefInsses-WheorI lentoIII,i1.
Job Truss Truss Type Qy Ply
AO033256
WRCSRBL(y) J5L Jack -Open 16
Job Reference (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 Mar 30 11:22:33 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj Ge9ynm2FcHpAfFhO4A6MtfAgy1NpEsxaClCLnzzVmx4
1-0-0 5-0-0
1-0 0 5-0-0
3x4 =
5-0-0
5-M
LOADING (psf) SPACING- 240-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(ILL) 0.11 4-7 533 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.06 4-7 983 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = 126/Mechanical
2 = 264/0-8-0 (min. 0-1-8)
4 = 65/Mechanical
Max Horz
2 = 93(LC 8)
Max Uplift
3 = 83(LC 8)
2 = 179(LC 8)
4 = 55(LC 8)
Max Grav
3 = 126(LC 1)
2 = 264(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=179.
LOAD CASE(S)
Standard
end'•R 6-,9,.6.hYILtdIn116(sfulrARIM QUUIor=(IfloltjhTJ,1CUM I-1hminelhapNntlmdred.nnwe,1:n,ksQYmgIRad0.WayI1wkI1,1lt&mAenIM1•+n+o+:ua-•nwdrmmo,wy hl+
Ar nm aR„Ifl Yndhbnlww+u l,.irn,Mq+Igw.{I+.11+117wlr b ulwollbigrtl.w,wnn n[+i nrpb,Crwlgwtbt nywWLtihblltpiM,llnJeq.ndnhi00 wh. drr PFl. lY leLp wylwL6dq twNwf"'0&1 Anthony T. Tombo III, P.E. w1.
u difm,MgW1•ghorngwviY!dea0.ur60mirmecrt¢1nbW/:gkvp•,wbiwnnrrb4'aCwilkW fMrdrdlMi6grndihlYdw ktlbAS+fmiairglwf;>rgr,YOdbdkma,rf l+brt:rwtlenrJ a80083 b
tuyh,a dfw:+n.On„ar bimdbrrrd:,d Yn+db filly (wgenlleJM„ow pdj rlY,klh n voluu. rd—a.pnl r iRl tlr,brrgmtsn wl lenfbl:m kfgw,hnr ksp Cqm dfnu 4wtc+n,.s„ 4451 St. Lucie Blvd. ugab-
4* nwhewlnlni amnle+slr.lesrtl 4d gww.roqh+0 ryrn b+h+i fk Un,hsrjl pmhlClhti Mr e,nL :, lrma Egoa[w1Wq Fort Pierce, FL 34946 eppglt0t01/
A-1led lnxes-Adogl.lade 0l,l.l. tepreloed 0ieeddisdm ,uultwo, isproA3celrllYenM1errilselpemrsuwhooA-Itedhisser -Anbuyl.Isdo111,1L
Job Truss Truss Type oy Ply
WRCSRBLM J6A ROOF SPECIAL 2
A0033257
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1 3x4 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 1 Y22:34 2018 Page 1
1 D:53sci 1 VXK54ii0nMGAB 1 x 1 zZRKZ-kgiK_52W bx 1 GPGbdudbPsj3CRoCzJ?jRXxv3 PzVmx3
4-11-4
4-11-4
1
W1 W1
81
111- 3
4 3x4 =
1.5x4 II
4-114
4-114
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 34 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 34 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 4 240 Weight: 54 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-4 oc
pur ins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing
REACTIONS. (lb/size)
4 = 186/0-7-4 (min. 0-1-8)
3 = 186/Mechanical
Max Horz
4 = 88(LC 10)
Max Uplift
4 = 76(LC 8)
3 = 81(LC 9)
Max Grav
4 = 186(LC 1)
3 = 186(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-4=-139/254
NOTES- (9)
1) 2-ply truss to be connected together with 10d
0.131'0') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 3.
9) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
kusq row 5+phinr M.•14INI 11M5r5('!ErUM11.I.RYSA(C%=,S(MCI pR1?A(u3gu(k-7T M. rn:. aup lrwn:liolrm.rs kns kn o-..q{i0r1 Iz sOyl. (s.411( Idunetyn hY..0 rhv ds...90Yd lklws* Adao.
npanWs. Mrink.fdAss(nsA*hyrnpe-SKd1(a'x)rw.s,ranFnss cens ArrAsrA Nrn ktowarAraptimsWes rle.d,renl.Iro- n.or krganoatli d
2A. hnsr rp:ynrny.T]xsliro..a,ro.Ml vM.aua4aq El'A...r udeAr OLra(r9kdA.AfquarlgA. IY.nod AtrlNrgWdmAAY has .6iq.d ss+q.,nYL rk.sAd m.nr siiClA Anthony T. Tombo Ili, P.E. nMy
k...rrrar u.ss sn w.s rrr.ou,rrsswdrrlr,cs...s.uq d..>yM ,rs l.arsus.s A.e.sMMAl,rn lnl dsr„bar.,.n.rr,srsr,drls.ah:l.,:s.s,rs fy...s rims .d., l
dln.
S. Mxlh.(utxl,l.e1 i hErr.esu.1..L iY Y.uln.11 yenh•31r1.1/.(psfn,.i.ruS!N+E.pwad...Mbr q..yAfAdtrnn.s Mh i+QSI 4451Lode
Blvd. For, Pierce,
FL 34946 bq,yN
Q lYlh A -I teal G.sus - Acllur L IoaM OI.I.f. Iq+clmiu cf kit da.ru. is toy Was, a p.k.kad .u4+A De wain ru isswe hem A I I+cl bout - A.m+ry, I I.eM m,1.1.
Job Truss Truss Type Qty Ply
AO033258
WRCSRBLAa J7 Jack -Open 2g
Job Reference (optional)
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. Fn Mar 30 11:22:36 2018 Page i
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-gDg5Pn47vCBI WIQzlJf3VHoDAFJTRDg0urQ?OlzVmx 1
1-0-0 7-0-0
1-0-0 7-"
3x6 II
7-0-0
7-"
Plate Offsets (X,Y)— f2:0-3-8,Edgel
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wlnd(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x4 SP No 3 1 6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-6-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 183/Mechanical
2 = 342/0-3-8 (min.0-1-8)
5 = 90/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 = 133(LC 12)
2 = 92(LC 12)
Max Grav
4 = 183(LC 1)
2 = 342(LC 1)
5 = 128(LC 3)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-518/27
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2 except (jt=lb) 4=133.
LOAD CASE(S)
Standard
nr nrua.,grt,ma.4 etlxtmssrsruuurardunulsarraoenmt x,rn;uruaxurr..lwtra*r.a,d ad .drtnrrnQ ngtrtad4u.n I..nu mnrwn.s,rr rzUSsiff —ddy.mm..t
nl,iiseo,rn,n r luit7hirussalnt tq..p,.s tapes,mudnrtlMigrrnr.npnd4etddorw gny.4tlsY41npd4sgslnuMm1r4160rp.,reRlhN4pnuarrn.hatgrremLuad Anthony T. Tornbo 111, P.E.
dru din tnsheytsll;gh4ny„d4Au,.40•si rraaMglr 4lsllur pvpr,.d mm d4 QLLIL'd4lud lrlsl cdrd0.l i1,g7ndd4l01d r!ldl eud4tms.ddigldi}srq,. udrl,ir dtreq u>Fr4ngrsW!d : 80083
4 wsl arspnrlaern a.nwan.4lOhd4rnaandpl a,rd4t.age irmtdRrm.ea.(mr wdhmduum:a.eael. rmd ml r.raeregaa undKyeat erduq,..her6nptge,dlmrr rr:u..,u 4451 St. Lucie Blvd.
Arm sE,dgefrtaa4d ws.r4rhmrr snd,d btnu pu FrlamhlCl Oe loyal Msya,el:us S,osFS aredat edtiq Nmidad i:unrldado Rrl Fort Pierce, FL 34946
GppirNO7Di6Aisal basset- Amhay 1. facto 01, P.I. teprsdaGiaul dis damom, is ay lrq it pmhilsded.ithest 61 wdRel pernissre him A-1 teal ansset- Whiny 1. facts 10, F.E.
Job Truss Truss Type Qty Ply
WRCSRBLM M05G Hip Girder A0033259
Job Reference (optional)
Roof Trusses, Pon Pierce, FL 34946, aes[gn@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes, Inc. Fri Mar 30 tf:22.37 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-8POTd75lgVJb7t?AIOAI I VLRxee6ARg97VAZWkzVmxO
1 S-0 0 9 6 8 13 11-0 18 0 21 8 0 26-0-12 30-5 8 35-0 0 40- 0 1
5-0 0 4 6 8 4-0 12 4-0 12 34-0 4 4 12 4-4-12 4 6 8 5.0-0
e nniTT 4x8 =
43 -- -'-' 45 46 - 47 20 48 49 50 ._ 51 17 52 " 53 54 " 55 56
3x6 =
1.5x4 II 3x4 =
4x10 = 3x6 = 6x6 = 1.5x4 II 3x6 = 5x8 = 3x4 = 1 5x4 II
3x6 =
5-0-0 9-6-8 13-11-4 18-0 21-0 26-0-12 30-5$ 35-0-0 40-0-0
5-0 0 4 6 8 4-4-12 4-12 3 4-0 4 4 12 4 12 4-0 8 5-0-0
Plate Offsets (X,Y)-- 3:0-5-8,0-2-81, [6:0-3-8,0-2-01 7:0-3-0Edge] [11:0-5-8 0-2-81 [16:0-3-00-2-121 [21:0-2-8,0-1-12] LOADING(psf)
SPACING- 2-M CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.34 15-16 770 240 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.34 15-16 758 240 BCLL 0.
0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.07 12 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matnx-MS Weight: 185 Ib FT = 10% LUMBER - TOP
CHORD
2x4 SP No.2 'Except' T2,T3:
2x4 SP M 30 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 'Except* W2: 2x4
SP No.2 OTHERS 2x4
SP No 3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 3-1-13 oc pur ins.
BOT CHORD
Rigid ceiling
directly applied or 2-10-0 oc bracing. MiTek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 = 877/
0-8-0 (min.0-1-8) 19 = 3398/
0-8-0 (min.0-4-0) 12 = 116010-
8-0 (min.0-1-8) Max Horz
2 = 32(
LC 4) Max Uplift
2 = 478(
LC 4) 19 = 2262(
LC 4) 12 = 839(
LC 5) Max Grav
2 = 880(
LC 19) 19 = 3398(
LC 1) 12 = 1162(
LC 20) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
1988/1175, 3-30=-1632/967, 30-31=-
1632/967,4-31=-1632/967, 4-32=-
304/271, 32-33=-304/271, 5-33=-
304/271, 5-34=-304/271, 34-35=-
304/271, 6-35=-304/271, 6-7=-
2331 /3504, 7-36=-2331 /3504, 8-36=-
2331/3504, 8-37=-2086/1613, 37-38=-
2086/1613,9-38=-2086/1613, 9-39=-
2086/1613, 39-40=-2086/1613, 10-40=-
2086/1613, 10-4 1 =-3188/2366, 41-42=-
3188/2366, 11-42=-3188/2366, Continued on
page 2 TOP CHORD
2-3=-
1988/1175, 3-30=-1632/967, 30-31=-
1632/967,4-31=-1632/967, 4-32=-
304/271, 32-33=-304/271, 5-33=-
304/271, 5-34=-304/271, 34-35=-
304/271, 6-35=-304/271, 6-7=-
2331/3504, 7-36=-2331/3504, 8-36=-
2331/3504, 8-37=-2086/1613, 37-38=-
2086/1613, 9-38=-2086/1613, 9-39=-
2086/1613,39-40=-2086/1613, 1040=-2086/
1613, 10-41=3188/2366, 4142=-3188/
2366, 11-42=-3188/2366, 11-12=-
2855/2052 BOT CHORD
2-23=-
1085/1859, 2343=-1099/1881, 43-44=-
1099/1881, 2244=1099/1881, 2245=-915/
1632, 4546=-915/1632, 2146=-915/
1632, 2147=-3504/2403, 2047=-3504/
2403, 20-48=-3504/2403, 1948=-3504/
2403, 19-49=-601/388, 49-50=-
601/388, 18-50=-601/388, 18-51=-
601/388, 17-51=-601/388, 17-52=-
601/388, 16-52=-601/388, 16-53=-
2274/3188,53-54=-2274/3188, 15-54=-
2274/3188, 15555=-1896/2701, 55-56=-1896/
2701, 14-56=-1896/2701, 12-14=-1877/
2679 WEBS 3-23=-
165/
347, 3-22=-275/223, 4-22=-192/
370,4-21=-2006/1305, 5-21=-376/
235, 6-21=-2174/3484, 6-19=-1687/
1059,8-19=-3260/2312, 8-16=-1999/
2864,9-16=412/260, 10-16=-1187/
807, 11-15=414/589, 11-14=-217/
345 NOTES- (9) 1)
Unbalanced roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp
C; End., GCpi=0.18; MWFRS (envelope); cantilever left and
nght exposed ; end vertical left exposed; porch right
exposed; Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide adequate
drainage to prevent water 3 >t2 0
4) This
truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 5) ' This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-M wide will fit between the bottom chord and
any other members. 6) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jt=lb) 2=478, 19=2262. 12=839. 7) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 208 lb down and
223 lb up at 5-0-0, 67 lb down and 95 lb up at 7-
0-12, 67 lb down and 95 lb up at 9-0-12, 67 lb down and 95
Ib up at 11-0-12, 67 Ib down and 95 Ib up at 13-
0-12, 67 Ib down and 95 Ib up at 15-0-12, 67 lb down and
95 lb up at 17-0-12, 67 lb down and 95 lb up at 19-
0-12, 67 lb down and 95 lb up at 20-11-4, 67 lb down and
95 lb up at 22-11-4, 67 lb down and 95 lb up at 24-
11-4, 67 lb down and 95 lb up at 26-11-4, 67 lb down and
95 lb up at 28-11-4, 67 lb down and 95 lb up at 30-
11-4, and 67 lb down and 95 lb up at 32-11-4,
and 208 lb down and 223 lb up at 35-0-0 on top chord, and
120 lb down and 187 lb up at 5-", 49 lb down and
76 lb up at 7-0-12, 49 lb down and 76 lb up at 9-
0-12, 49 Ib down and 76 Ib up at 11-0-12. 49 lb down and
76 lb up at 13-0-12, 49 lb down and 76 lb up at 15-
0-12, 49 lb down and 76 lb up at 17-0-12, 49 lb down and
76 lb up at 19-0-12, 49 lb down and 76 lb up at 20-
11-4, 49 lb down and 76 lb up at 22-11-4, 49 lb down and
76 lb up at 24-11-4, 49 lb down and 76 lb up at 26-
11-4, 49 lb down and 76 lb up at 28-11-4, 49 lb down and
76 lb up at 30-11-4, and 49 lb down and 76 Its up
at 32-11-4, and 120 lb down and 187 lb up at 34-11-4
on bottom chord. The design/selection of such connection device(
s) is the responsibility of others. 8) In
the
LOAD CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back (B). 9) WARNING - Please
thoroughly review the -A-1 ROOF TRUSSES (-SELLER),
GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form. LOAD
CASE(S)
Standard rrq ILvMgWfPY
h
11 UQ InSS6riNIi1 Q%LLIfItlIS1[O{rllteS i111JxI'[/]lInCRK Ifi IN& 11, 11ttlppo9ndrtdawnratlmt'tQ ngtRRP,dOeIAyIItYQI!hIYm11-IMlnl Isit"6.uwr m ta,1 rLld urmrrrtsrtlltl rNWei
r1D era r:etms(epe.p,,SpdrbgM,trWwgrJlrr[rnrm.vpteltrr<i„rd nlsngny utferM erinp rrtrs.e ln:t Lycd mlOD rh.detRl nM m.,yom 6dquemw:. smltr d.vantmrW tI.
IL hhmr.vllmrltrAw.ha.ailrnrcd l+ehWeglolr•,.tricvaraa(,m d4rd1.7 re.fnutti rrewlrJellyd[411nedmintt Anthony T.TomboIII, P.E. tre.iykspndGeme d-,100.
tr Ddr•rnmf! palft,dm nu. [ 5l.i fg4tieiwre.
np!_
PEq_pslTArrn:psilnr! = 80083
w raurl efu-.] °i "
tlm e.t<
a;rWYelh rRdLllnrrbre.u7Y pedrtau. MItlrsferrymelan l YtyKLGnehup.l:ns ksp!gcn lfmr ra.'n..aSn 4451 St. Lucie Blvd. r 4W9 o`rtgbsOrenairQtYemuaur[y.r enalu rsgm,nln:rsrc.Farw.eerw4 mo d•nnelaae mt. tepliipif0101pAIiedlosses Aniogl.leeholll,p.
l. lepreleaind[indiamictirt.qlm,isreiiiuedwhites [it wriaeeptmssrnhem Adledlosses-Asthenrl.boloIII, t.l. Fort Pierce, FL 34946
Job Truss Truss Type Oty Ply
A0033259
WRCSRBLN M05G Hip Girder 1 1
Job Reference (optional)
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 Mar 30 11:22:38 2018 Page 2
IDfXMofrMaVb?Z7FFUeY3_NdzegNj-dcyrgT6ORpRSIOZMskhXailcg2_Lvu4JM9v6SAzVmx? LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20 Concentrated
Loads (lb) Vert:
3=161(B) 7=-66(B) 11=-161(B) 23=-116(8) 14=
116(B) 30=-66(B) 31=-66(B) 32=-66(B) 33=-66(B) 34=-
66(B) 35=-66(B) 36=-66(B) 37= 66(B) 38=-66(B) 39=-
66(B) 40=-66(B) 41=-66(B) 42=-66(B) 43=-45(B) 44=-
45(B) 45=-45(B) 46=-45(B) 47=-45(B) 48=-45(B) 49=-
45(B) 50=-45(B) 51=-45(B) 52=-45(B)53=-45(B) 54=-
45(8)55=-45(B)56=-45(B) fcrq
tbme 0rudh rrs•tr'IIUp n3SSISrSlLL[I'I QCill fftl6 I Q1MTlG M-31rA'ir;1[i1(R.rK4G t s.klik!gpodndrd sets na!hnslrp ir.l'. dtrhdoer l lecU41 Ltd—i%Vk!— Has Onnuvtln" wier mld
srmlYa MknMhernO ssrtl rseirtssltsplspraps,srcuelkpM Ludnmt100r fevtl mmKcsdtr 8 Wd gsungregnvlM b•trinpdtr ayrinaLgadutr100 e4.sriRI lkenptsu3gtrm.ldq'.w.1" &7 Anthony T. Tombo ill, P E I
dnrdt.1-b-,WD1ntrnq.m. at. o.en.trimW"0esgwa1*rinddbMt. CdOsbdi"'q 4dlM1] a80083 tr tarsi h!
fadlsm• l0 nsstl sdetrt00dtrpatusdlddudtrt.0eq 0eNmSdett u.(mrj rihJdhlq dL[l nrdaarr's pmtl p.test R.I YLss Lrtspde udhlfdLLm Atl,1!m M!.p [e sdims essdcsu,ruu 4451 St. Lune Blvd. rsa.hs Wuslgefmayd
gssa.sEyh psds ndssi binarrsq[sprab eGltrtidal ktpe,nln!sltoaEspm dmt MAat Nmedrslf•n nneRd rsfRl Fort Pierce, FL 34946 Gppi0ht0701{AI[eelhnses
AnOaTLlecbeIll,p.E. trprdeaiorJtOBiKomem,isuTlmm,isprokladrdlwilit rnareFermissieehem Adtrsllreiset-AethenfT.bdslll,p.E.
Job Truss Truss Type City Ply
WRCSRBLM M06 Hip[_
A0033260
Job Reference (optional)
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. Fn Mar 30 1 V:22:38 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-0cyrgT6ORpRSIOZMskhXaitcF2 Z_SJM9v63AzVmx?
1 0 Q 7-0 0 12' 4 , 11 25 7-2 33 0 0 40.0-0 41-0-,0
i-0-0 7-0-0 5$ 14 5-7-2 7-3-2 7 14 7-0-0 IT-
4.00 12 5x6 =
3x4 =
A
4x8 = 3x6 = 1.5x4 II 5x8 =
3x4 =
15
6x6
13
3x12 = 1.Sx4 II3x6 = 3x6 = 3x6 =
3x6 =
7-M
LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 14-16 719 360
TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.60 14-16 366 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.28 11-22 936 240
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 34-2 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 3-0-9 oc bracing.
WEBS
1 Row at mldpt 4-14, 5-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 622/0-8-0 (min. 0-1-8)
14 = 1917/0-8-0 (min. 0-2-4)
9 = 781/0-8-0 (min. 0-1-8)
Max Horz
2 = 43(LC 12)
Max Uplift
2 = 185(LC 8)
14 = 931(LC 8)
9 = 561(LC 9)
Max Grav
2 = 630(LC 23)
14 = 1917(LC 1)
9 = 788(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1081/334, 3-4=-970/367,
4-5=-1064/1155, 5-6=-1044/1628,
6-7=-1044/1628, 7-8=-1044/1628,
8-9=-1541/2028
BOT CHORD
2-16=-188/972, 15-16=-83/335,
14-15=-83/335,13-14=-1155/1251,
12-13=-1155/1251, 11-12=1835/1434,
9-11=-1812/1422
WEBS
4-16=-406f739,4-14=-1557/1137,
5-14=-1103/1241, 5-12=-2827/2271,
WEBS
4-16=406f739,4-14=-1557/1137,
5-14=-1103/1241, 5-12=-2827/2271,
7-12=475/407, 8-12=431/411,
8-11=370/322
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsh BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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-" 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=185, 14=931, 9=561.
7) WARNING - Please thoroughly review the'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 175 Ib FT = 10%
N
r`
0 N N
LA
O
11-4 r..dnq*re•Ieah'sI130117mrsluin611M Tim I(J17nICA C410xjm" )CUICNINW,hr, leTl pup NntlmrrrJ uM.o,lrm ln.n\r.q IR9!uh1hI11r441Lbh%m S1m Mnn, Wn, dn.iv wd ride lM,wY
nmu.mla,.nnelaerno me,el.,re t.yenpe.spa.w, Lww.rlr4emrn.up dx+,adnyuynr vlwKdutp uyel:e:,Mm(naloo.ryrelgln pnv.Icmw,o nL rral Anthony T.Tombo111,P.E.
I ruext,En,w.rl.u I,e.w>aundaa.urwo.r,er dybhorl.wyony.•..rnm.x,allL exrd,ws,a rwalislAe g era dlcLd Guennulm.sql.nFoge..mm.rxaq,nc.drn,rn,u =
YW.lhs,Wu.fr d, sum. oetODrumnalppd,lundmGNig(grmtrr.a Sum.(xPsilubHhrn wSKA—d—W. pnipluml.bsdernp,n:e:ndNLnldeLn,h,gn,hn,"Eq..rfen,/nEr.u,.s„ 80083 gg515t.
Lucie
Blvd. rd..lul6dllefrtnqrdwnaghiprasweheihlnuh„tEteerhlCldliia7hs{v,aln:slM1t. Egarefy ltg ap.GnlYnnrst"Jim11Fort Pierce, FL 34946 GppifY101DI{Adled
lnsses-AnkgLl.cS.11l,11. tep,dlaiadlYnl.meea, o.qfan, ispnlJild.iticnAernrtupemissiehim A-Ileelhnse,-Acth..rl.b.lolO,f.E.
Job Truss Truss Type Qy Ply
A0033261
WRCSRBLNQ M07 Hip 1 1
J. Job Reference (optional)
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 Mar 30 11:22:39 2018 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-SoW D2p6OB7ZJNA8YQRDm6wQpsSlueP3Sapfg?dzVmx_
i1-0-0 9.0-0 13 8 14 18 0 24-7-2 31.0-_0 40-0-0 41-"
9.0 0 4-8-14 4-7-2 6-3-2 6-4-14 9.0-0 i-0-0
4.00 f 12
5x6 =
3x4 —
4x4 = 3x6 = 1.5x4 II 6x8 =
3 A 5 A 7 8
3x6 =
3x4 =
LOADING (psf) SPACING- 2-"
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 FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-15 oc
puriins.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 613/0-8-0 (min. 0-1-8)
14 = 1933/0-&0 (min. 0-2-5)
9 = 774/0-8-0 (min. 0-1-8)
Max Horz
2 = 53(LC 12)
Max Uplift
2 = 182(LC 8)
14 = 926(LC 8)
9 = 560(LC 9)
Max Grav
2 = 628(LC 23)
14 = 1933(LC 1)
9 = 785(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-835/231, 3-4=-730/286,
4-5=-851/1002, 5-6=-609/1056,
6-7=-609/1056,7-8=-609/1056,
8-9=-1321/1746
BOT CHORD
2-16=-144f739, 15-16=-56/373,
14-15=-56/373,13-14=-1002/1083,
12-13=-1542/1210,11-12=-1542/1210,
9-11=-1521/1199
WEBS
3-16=-203/334,4-16=-498/807,
15
6x6 =
3x6 =
CSI.
TC 0.70
BC 1.00
WB 0.73
Matrix -MS
12
4x8 =
3x6 =
1.5x4 11
DEFL. in (loc) I/deft Ud PLATES
Vert(LL) 0.5811-22 >448 240 MT20
Vert(CT) -0.4611-22 >568 240
Horz(CT) 0.02 9 n/a n/a
WEBS
3-16=-203/334,4-16=-498/807,
4-14=-1215/852, 5-14=-1105/1244,
5-13=-2112/1727,7-13=-404/326,
8-13=-691/796, 8-11=-434/358
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed,C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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-" 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 Qt=lb) 2=182, 14=926, 9=560.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
3x6 =
GRIP
244/190
Weight: 175 Ib FT = 10%
0 V
IA
e3
srer,.Mue..!ry!.n.n•rinetn3ssa[stu[tlar[utI[urs uoranenemox[ar:t•; ICnCM•Jlri trr, Suel Ysl pnmm nl mloh!wn!Irm On}6my1RS;mY41wr11rY0.1L1A!rea!flm M n! a+!umnnu wd a0!IOl. wj
WLe!a:bt>bs!MbnelYbfDbwn 11!.Lru l¢I'Iepwepe, SKNJ,[./uu;f!xrwnill gnm!onur!e.o!Fh!mW qu.•ut rtywvl4!Mdln}!tf!In!!lySlnO!ND wh. wln tlFl hL!.p n!wge!n.lweq!rtlwt urdS Anthony T. Tombo 111, P.EZtdeu,Ifat:nstrgee yno,n,p!3rnisyOne.MO.a!na•cde entrWlgkvpr,.p,!,e,n,lbIILLCnleetritaiAul,dRl.ih entl o!IMdn.Nhn.Auiminl.SgSdigwrq,.wmlmwnikags{rFwexnywrJen -80083
YWsAAnpcwlf4451 SLucie Blvd. Fort Pierce.
FL 349G6 ecrt e
Vw:smenehlADdtxxmsmrl sdmPiYq[grwSE!O lte•e!a jl0t pll!skAryOldfLLl n!!trndtrp,!el Js!-CFI lL!!L•n:lmila!!nl lwnfLhns M!:re,lm!h:}fefxe nelrmeMrse, a4s! t. eppiAlt0t01{A•
I4elknses AnYogI Ir:SeW,1.[. lepre{eOieedd'n{etmev,mutIvaitpraiti!h{.idealist raneepneissiuIslas AdIlcolImses-AuerI.ludeIII,1.L
Job Truss Truss Type oty Ply
WRCSRBLM M08 Hip 1 1
A0033262
Job Reference o fional -a
Al Root 1 russes, Fort Pierce, FL 34946, design ata)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 14:22:40 2018 Page 1
ID.fXMofrMaVb?Z7FFUeY3 NdzegNj-Z_4bF97eyOhA_Kjk_8k?f7zxgsfdNgFcpTODW3zVmwz
fr11 11 0 0 18-4-0 23 7-2 29 0 0 33 5 5 40 0 0 1
6$11 4-5-5 7-4-0 532 Sd-14 5 6 G 11
A
6
5x6 =
4.00 F12
3x4 =
3x6 =
3x4 =
5x6 =
s 6 1 8
15
6x6 =
13
3x8 = 3x6 = 3x6 = 3x6 = 3x6 =
U10 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.31 16-19 717 360
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.54 12-22 485 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2 'Except'
B3: 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 4-11-12 oc bracing.
WEBS
1 Row at midpl 6-16, 7-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 572/0-8-0 (min. 0-1-8)
14 = 2008/0-8-0 (min. 0-2-6)
10 = 739/0-8-0 (min. 0-1-8)
Max Horz
2 = 64(LC 12)
Max Uplift
2 = 174(LC 12)
14 = 955(LC 8)
10 = 543(LC 9)
Max Grav
2 = 608(LC 23)
14 = 2008(LC 1)
10 = 768(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-953/312, 34=-445/111,
4-5=-365/125, 5-6=-365/125,
6-7=-833/994, 7-8=-856/1324,
8-9=-956/1354, 9-10=-1458/1841
BOT CHORD
2-16=-286/884,15-16=-994/1111,
14-15=-994/1111,10-12=-1665/1359
WEBS
3-16=-563/532,4-16=-218/325,
6-16=-889/1408,6-14=-1077/792,
7-14=-1343/1556,7-12=-1080/816,
WEBS
3-16=-563/532,4-16=-218/325,
6-16=-889/1408, 6-14=-1077/792,
7-14=-1343/1556,7-12=-1080/816,
9-12=-554/683
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl 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 fit --lb) 2=174, 14=955, 10=543.
7) WARNING - Please thoroughly review the -A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 184 lb FT = 10%
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JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's (
Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
3) 16d Toe Nails @ BC
0
ti
ach Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
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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
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE SLOG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT \
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
TRUSSSES e
24' D.C.
2X6 DIAGONAL BRACE SPACED 4B'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
V/ (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) - lOd COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' D.C.
FOR VINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF IOd
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
URAL
TRUSS
TI m
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.
JULx 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.
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
772409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OLJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8'
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05
ri ri
ri
ri
A-1 ROOF TRUSSES
AAS1 eT , . I! IU Or %M
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
DETAIL A
ATTACH 2X4 CONTINUOUS q2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4• X 4.5) WOOD SCREWS
INTO EACH BASE TRUSS.
h
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131• = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL 'A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
E END, COMMON
iS, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98. ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24.O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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n.
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34436 GpnipgL}016A•li
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I FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
FORT PIERCE. FL 34946 TRUSS, OR GIRDER
772-009-1010 TRUSS
SECURE
W/(
VALL(TMPCA ; I II rr II II II IIBASE
TRUSSES
VL I! IL P
NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P F-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 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
MAX SPACING = 24- O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS
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Pierce, R. 34946 qld;
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JULY 17, 2017
1 1 MILL" 1 .7L 1 VL 1 r%I1_
HIGH WIND VELOCITY) STDTL07 ,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPF
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:'
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24' O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UNG—. 111 r r r.
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.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH BF
CLIP MUST BE APPLIF
THIS FACE WHEN I
EXCEEDS 6/12 (MAX
12112 P
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FEBRIJARY 17, 2017 STANDARD GABLE END DETAIL STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/10d NAILS, 6' D.C.
V ERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) lOd NAILS
INTO 2X62X6 SP OR
SPF N2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A V/(4) - 10d NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - IDd NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
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 0131'X3D' AND 0.131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
ATBRACES
T1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3 / STUD 12' O.C. 3-8.10 5-6-11 6-6-11 11-1.13
2X4 SP #3 / STUD 16' O.C. 3.3-10 4-9-12 6-6-11 9-10.15
2X4 SP #3 / STUD 24' O.C. 2-8-6 3.11.3 54.12 8-1.2
2X4 SP 92 17 O.C. 3.10-15 5-6-11 6.6.11 11-8.14
2X4 SP #2 16' O.C. 3-&11 4.9-12 6-&I l 10-8-0
2X4 SP #2 24' O.C. 1 3-14 1 3-11-3 6.2-9 9-3.13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TD ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP 82.
ROOF
SHEATHING
i..
TRUSSES 2 24' D.C.
2X6 DIAGONAL BRACE
SPACED 48' D.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
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.
IT-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017
WITH 2X BRACE ONLY STDTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 IOd 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
NAILS
TACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
B WITH (3) -IOd SCAB WITH (3) - 10d
0131' X 3') NAILS (0131' X 3').
r
ATTACH TO VERTICAL
LWITH LS ) (
0.1313X 3 ) NAILSUSE
METAL FRAMING -J 'L ATTACH TO VERTICAL ANCHOR
TO ATTACH WEB WITH (3) - 1Dd 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) - 1Dd NAILS (
0.131' X 3') TRUSS
2X6 4' - 0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS D.
216' DIA1 INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - D' AND FASTEN WITH (12) - 10d
NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER. VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
v
o 135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
U
131 75.9 69.5 60.3 59.0 51.1Z0J
n 148 81.4 74.5 64.6 63.2 52.5
N
11
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
ANGLE MAY
VARY FROM
30' TO 60'
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00°
6.
fRRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
l7
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
U7
7
162 72 58 39 37 25
J
2 O 128 54 42 28 27 19
Z
Z
0 131 55 43 29 28 19
Ld
148 62 48 34 31 21J
Lo
J_ N
Q
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
O
131 51 39 27 26 17J
148 57 44 31 28 20
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60-
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XG BEARING WALL
NEAR SIDE
FAR S.
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.0 X 4
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
f
A rll 1- 1, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
s.•M.coal.rnmr'IIIC-+rfK.51i jSRR1.117 rfla'. RIPS KUM'S flSi^..(•ff r, It-Mmw1 r..1-111r*WAr'r,rI! L..rr lb. r*,.. S1Y..—.p.—rr12 rd! llNt..
sflnrWMnrI.rlL9.rnY lrrMrMu/!7w.{r.S«:a lqra)arlr 167rgnMlrw:r IYrnMrwle,w.nywrw'nYMlryrYrup unrpm.ala r;. r.tnl lr r.q n.,p.n ryr..rsr. kithony T. Tombo 111. G.E. rn.
of. 1—kwb21>7psny.d9!YY 7nn.r0..r/trrpM e.rMc M...,.rd.4Yr41.rCrr4l MY oY rRr1 i1r .MYa IIrFW ri L•.n.Grr, rrll rf.t solbrYorlWMrrnlrrYnl S8o083 f
rlrrr.E M+gwr av urrr rnr.Y COrapC[nrpYSn Y r W" 1w SA.q-d— It% PMW h In r SQlnr.rrrrlYr M.eY r.r. R.Irrtrnyr llertr Mnr Y Y I., O..Ww Iwt b.*ETnr r 1—Y—hr. ' 1n 4451 St. Ltcle 8". ra,.
wr.+nrEwe.nu..n.yna,.mr. +r Fort nlerte. FL 34946 Eg1117MO
7016117w1 GnuvAl0w,ll.zk.iLL7,i.4Nd.nwdleis ia.o..u..7lrr npal:rtl.i;4u he .nnr.7nrn>».hm l4d hecul AsfYu1 LIeoM N,71.
FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTLI5 . DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24• 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30• 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36• 2681 4022 2454
1 3681 2074
1
3111 2125 3187
38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767
44 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' 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
ltltl
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FQRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24. D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 3') SPACED 6' O.C.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO 8E USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN -
FOR PLATE SIZES AND LUMBER GRADES
4 r—
21'4•
5F--
3 5/8"
5 5/81rI `.F .. .
P
110"
I Mon
HATCH LEGEND
8 - Oil/ 8' - 8" A.F.F.
8' - 8" / 9' - 4" A.F.F.
14' - 4" / 15' - 0" A.F.F.
I
18' -1 7/8" / 18' - 9 7/8" A.F.F.
5f--
00
11 011
Note: Teases ere designed for SHINGLE material. Notify
teas menuf°ctruer If materal Is other than SHINGLE.
Y
1>W^ Mg-1w
h.,b.m
INr aUl n•riu.y h.r,^
SERIAL. It: "
NU I t: ALL 1 HUZ b I U WALL ANUIUN I HUJJ I U
LEDGER CONNECTIONS BY BUILDER
UNLESS NOTED OTHERWISE) ? - aE.E 9 s
NOTE: ALL CEILING DROPS BELOW BEAM ARE - 1 C C ' . BY BUILDER (UNLESS NOTED OTHERWISE) _ .. -
t = `e
NOTE' THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE e'f -T
V -
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. ° ' fa
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER _ : 3 _ ? = L -
TO BCSI-03 AND/OR ENGINEER OF RECORD
ac Sao sa
C _G --• tt
a ^ REPRESENTS THE LEFT SIDE OF a Ce EEACHTRUSSDRAWING
r OA IUS24 V THD46
0 Jt1526 MSH422
G THD26 G MUS26 e!=• f B-
O THD29 JUS24.2
a
e 9 5 6
C THD26.2 MO ..
C THD28-2 I ( - - - - 2 iice -:z0 D+
Ba HANGER BY BUILDER s a _ LOADING
ROOF FLOOR WIND LOAD e
s = > 3 J7 a
LIVE
LOAD 20 10 ASCE 7-10 _ o
y of
u DEAD LOAD SO 10 15O MPH EXP C - G
o LIVE LOAD SO• 0 CATEGORY II m
u DEAD LOAD 10 5 ENCLOSED 6
TOTAL LOAD AO 55 FBC-2017 i
DURATION FACTOR L25 LOO TPI - 201N ± s
t
i fi R
DATE BY REMARKS - e 01
12/08/201 lT 1 CODE UPDATE ' ? .4 _ a -
z
EA It
is understood that above tI----1 - - = E COndlbons
have been reviewed lJ APPROVED are
acceptable for the 1
1 fabrication
at trusses, u APPROVED AS NOTED 3
P - elevatl
hes, overhangs, y s fascia _
fascas,eelling REVISE AND RESUBMIT 7 e elevabons/
pilches, bearing REJECTED A. - _ _ conditions &
all detail pertaining - = _ to
this buss placement plan. No r. s = _ i s back
charges will be accepted DATE - =
9 2 tr without
previous written approval
from an A-1 Roof Trusses
representative. REVIEWED BY PLAN
DATE ARCH: -/-/— STRUCT: CUSTOMER
RYAN HOMES e n
E - JOBNAME
SANTAROSA'B' aQ&GENIG//T -_ - LOCATION
uvAIINORNI,YGNOO;.r COMM -
KENSINGTON/
LOT 30 LOT0BLDGBLDG-
TYPE N
JOB N
72104 MASTER WRCSRBIM ? ¢ 3 DRAWN SCALE °
U. DATE _ - N
7.
S A-1
ROOF TRUSSES -'?_ r ='§
eA FLORIDA
CORPORATION Ph 772-
409-1010 / FaK 772-409-1015 a .r Z e a h11pJAvww.e
ffruss com > : _ a
f
CITY OF SANFORD
BULbINC 8 FIR'1.'PzREVENTION.
L%ti;-`:R'RIVIITrARFLICATION '
Apglicatiolti, 0: L J
J •Documented,Constructioli••Vatue:.• '::- r:
Job Add,ress: iski it Yes16
ParcelTD: al LIj - Reside ftia Cotnirieici
Type ofocsew,dditionOItt*ration0. •Reparperilq.0 ,.Chaoge o ftJse,'Move•Q Description
of Work'.- I'- IJ7 e r.% r
t,', •(: t,'_ „• ~. , .. iti
r Plan
Review Contacf,Fterson': T`}'e: - Phone: `
W1-j$G-300U Fax:4-1-rF.33-38,5.3 Email- kUC(',p1C'o1 i_- Property
0WOer Mtrformatiah Phone: —
Street:
City,.
State Zip: Street;
City,
State Zip: Name:
Street:
City+,
St, Zip: Bbndiug
Company: Address:
0
Resident'of property? ail
Corirao Information S
LO (' D' U Fax: T
I State License No.:'( ArchitectlEn9ineer
Informaii6: Phone:
r
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .O$. COMME•NCWr&NT 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 RECQRDING. YOUR NOTICE OF COMMENE1;
M F - - - -= - - L-
Epplfsation-is-hereby-tnede-ta-obtain-a-perm»t-to-do4he-work-and-instailationsarindicsted--1 cartif that no %york 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 inthisjurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised:
June 30. 2015 Permit
Application.
NOTICI -Iwkddi[ion-to the,cgaii'cnienj.of this,.pernut, there may be additional restrictions applicable to this property• that -may,bc
fou' d`iti-the -public re'corftofthis county,, and there may be, additional permits-req'uired from other gbvernmenUl entitiessuch.as.% ase6
managementAistricts; state agencies, or.ft:deral agencies:
Accepta.het,ofiperrttit is verificatiofrthat I will tIbtify tlib owner of the property' of -the -requirements ofFloridd L;,en•Zaw, FS y13A '
1'he'City of.Sanfnrd requires payment of a plam evicyy Fec at the,tune:of.Permit•subrriittal.:A;copy,•of the-eximUted contract is required
in order:;to calculate a plan review chaige'and will• be considered the•estimated •construction "value of the job at'tht time of submittal.
Thc actual construction. value -;will be figured°based ow the current ICC' \Valuation Table in effect at the time'the per`trii6s issued, in
accoWance with focal' ordiharic6. 'Slibuld calculated charges -figured off'th&. executed• contract exceed the actual: coristruction'valiie,
credit will be,applied.!9 your ennit;fees,wl en;fhcpermit is issued:
OWNrw-s:Ak, DA.yll: T certify'tlrat all'`of the foreg"oit g'inforination is aec rite' iaf- worlt *ill: .
be--d&y.e in co>ripliauee with,.aIt aP liealile laws iegnlat n construction and zo g_
DattSr/AgetoCdneor Agent. Sg.—*.. ofowne%-I
Print
OwnerfftcWs Name Pit conumctod ftwt's Name S 1 SignaturgofNotwyStateofFlorida. •
Date SignamreofNo ryStateofFlorida Date CHSOYL
D AKERS MY
COMMISSION $ FFON962 t
EXPtRIFS June 05, 2020 407)
IS3 F1ofidaXwarySm7%=eom Owner/
Agent is-. Personally Xwwn to Me: or :ContraetoriAgent is _Personally Knovi ntoMe or Produced
ID Type of ID Produced ID Type of ID BELOW
I&FOR•OFFICE 'USEONLY Permits Required:.
Building ' .Electt f cal' Mechanical Plumbing Gas Roof Construction Type:•
Occupancy Use: Flood Zone: - Total Sq
Ft of Bldg: Mn. Occupancy Load: New Construction:
Electric - # of Amps Fire Sprinkler*
Permit? Yes No [ 1 APPROVALS: ZONING:.
ENGINEERING: ' of
Heads
UTILITIES: FIRE:
of
Stories:
Plumbing - # of
Fixtures Fire Alarm
Permit: Yes 0 No 0 WASTE WATER:
BUILDING: Kc-
miud— - __ __ - - -- - -
STATEWIDE
1-888-831-2665 j DEL-AIR State Cert CAC032448
HEATING • AM CONDITIONING
JASMINE COVE VERSION 1 OPT
LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00
JASMINE COVE VERSION 1 OPT
SITTING RM - 3.0 - 15.0 3 4,509.00 . -
LARGO 3.0 15.0 4 5,530.06
LAUDERDALE 3.5 15.0 3 4,878.00
LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00
LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00
LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00
PALMDALE 2.0 / 2.5 15.0 4 8,029.00
PONTE VEDRA 2.5 15.0 3 4,712.00
SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00
SANDPIPER POINT VERSION 2 OPT
1ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00
SANDPIPER POINT VERSION 2 OPT
LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00
SANDPIPER POINT VERSION 2 OPT
OWNER'S BATH 3.0 15.0 2 4,295.00
SANDPIPER POINT VERSION 2 OPT
SITTING RM 3.5 15.0 2 4,665.00
SANDPIPER POINT VERSION 2 OPT
STUDY - 3.0 15.0 2 4,333:00
SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,098.00
SANIBEL VERSION 1 OPT 1ST FL
BDRM 2.5 / 2.5 15.0 5 8,750.00
SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8,273.00
SANIBEL VERSION 1 OPT GUEST
SUITE 2.5 / 2.5 15.0 5 8,406.00
SANIBEL VERSION 1 OPT MORNING
RM 2.5 / 2.5 15.0 4 8,455:00
SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 8,200.00
SANTA ROSA 3.5 15.0 4 5,496.00
SANTA ROSA OPT BDRM 4 3.5 15.0 4 5 526.00
SANTA ROSA OPT STUDY 3.5 15.0 - 4 5,581.00
SAWGRASS - 3.5 / 2.0 15.0 4 93-232.00
SAWGRASS OPT 1 r FL SUITE 3.5 / 2.0 15.0 5 9,485.00
SAWGRASS OPT 2ND FL EXTENSION 3.0/3.0 15.0 5 9,725.00 ='
SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 5 9,288.00
SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 4 9,222.00
H\ 1C
NI % IT (:10( f. I,Ic N (.,(CU12.WK
31 ( OMSCO WAY -
kudln d. F 1. 2771
41171 3:k-(.Of)1
c,
CITY OF SANFORD
BUILDING & FIRE PREVENTION
AUG 16 2018 PERMIT APPLICATION
y D
BY: Application No: a
Documented Construction Value: $ q (A
Job Address: 3`] L} 5 7-ar) U:, of- j`h L11co Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: Ne O Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Title:
Name Q n IC'akn Phone:
Litt-7Street: i Q 1 nqQ c a,) Resident of property? : City,
State Zip: Dd Q . n P 3)) f Contractor
Information n
G1iLl( NamePhone: 3 - I6i -c%M 1C Street:
X7G) r j. i 1 n1 x' Fax: JD77 _ (O L) % - C 6' City,
State Zip: _Y\I n (Lim_ 3j 7(Q State License No.: M r Q ( n Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: _ Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 1 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 14
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 [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
S5ignaturcofContractor/Agent ([-, Date
bl'CX;K
PrinLontractor/Agcni's Name
1
6-h
Signature of Notary -State of Florida
y
Date
OBrt, PAMELA S TERNUS
Commission # GG 110622
a` Expires August 7, 2021
FOP 80(oe0 Thm 90991 Notary eavkq
Contractor/Agent S Personally Known to Me or
Produced ID T pe of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
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 . . . . . 18-00002451 Date 8/16/18
Application pin number . . . 364908
Property Address . . . . . . 3745 HANWORTH LP
Parcel Number . . . . . . . . 17.20.31.SVC-0000-0300
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 359472
Application desc
need noc /ris on file
Owner Contractor
ryan homes RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 NEW SFR
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 19.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3305.00
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1071091
Permit pin number 1071091
Sub Contractor PALMER ELECTRIC COMPANY
Permit Fee . . . . 80.00
Issue Date . . . . 8/16/18 Valuation . . 0
Expiration Date . . 2/12/19
Qty Unit Charge Per Extension
200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich®sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -PLUMBING 25.0
O1-BLDG PLAN REVIEW 1302 0
02-CURB CUT/DRIVE - S/F 00
O1-FIRE IMP-RS 9-2017 83.81
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 3
Application Number 18-00002451 Date 8/16/18
Property Address . 3745 HANWORTH LP
Parcel Number . . . 17.20.31.5VC-0000-0300
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name .
Property Zoning . . PUD
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1071091
Permit pin number 1071091
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date.
10 221 SSB FOOTER/SLAB STEEL BOND
20 212 ELO1 ELEC ROUGH
20-1000 216 TUGP TEMPORARY UNDERGROUND POWER
1000 213 EL02 ELECTRIC FINAL
AUG 3 0 2919 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 7W«
Job Address: 7145 r Historic District: Yes Nci V
Parcel ID: Residential Commercial
Type of Work: Nei Addition Alteration Repair Demo Change of Use Move
Description of Work: Plumbing New Residential Construction
Plan Review Contact Person: Jamie Blackwell Title: Clerical
Phone: 407-323-7515 Fax: 407-323-8954 Email: info a api-orlando.com
Property Owner Information
Name Porn-p S Phone:
Street: Resident of property? : a
City, State Zip:
Contractor Information
Name Advantage Plumbing; Inc. Phone: 407-323-7515
Street: PO Box 1117
Fax. 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-0057881
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: 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 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 roust 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
3
NOTICE: In addition to Tire requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lies Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the ezeeuted contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of OwnedAgent Date
Print OwnedAgent't Name
Signature of Notm;RZ of Flonda Dam
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
Signanue of CantrecWAgeat JD2tf
A. Thames Smith
Print Cmhaciar/Agart's Name
7ll
Srgna rc o , obry-state cr Do' /
NOTARY PUBLIC
0
STATE OF FLORIDA
Comffi t GG136M
Expires ti21/=l
Contra ctor/Agont is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
CObE'd CNTS:
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: rune 30, 201 S
Permit Application
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 . . . . . 18-00002451 Date 8/08/18
Application pin number . . . 364908
Property Address . . . . . . 3745 HANWORTH LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-0300
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 359472
Application desc
need noc /ris on file
Owner Contractor
ryan homes RYAN HOMES
4307 VINELAND RD #H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 NEW SFR
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 19.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3305.00
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1069244
Permit pin number 1069244
Sub Contractor ADVANTAGE PLUMBING INC
Permit Fee . . . . 114.00
Issue Date . . . . 8/08/18 Valuation . . . . 0
Expiration Date . . 2/04/19
Qty Unit Charge Per Extension
19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00
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
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1302.00
02-CURB CUT/DRIVE - S/F 40.00
O1-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
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 3
Application Number . . . . . 18-00002451 Date 8/08/18
Property Address . . . . . . 3745 HANWORTH LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-0300
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1069244
Permit pin number 1069244
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PL05 PLUMBING FINAL / /
DESCRIPTION AS FURNISHED: Lot 30, KENSINGTON RESERVE, os recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
LOT 41 LOT 40
LOT 42
I
S 0019'09" E ; q
62.50' 1 —1---
I
I
J\
37. 13' 1I
LOT 30
I
15.00'
18. 7'
z1.3
7.50' O
Ln w 1.0
00
FORA48WD FOUNDATION
LOT 29 TOP OF FORMS - 28.00' LOT 31
i
15.00'
18.7'
ID '
21.3 7.50'
I 25.87' 25.87'
I 10' UTIL ESMT.
ti0• 274.95' P.C.
S 00'19'09" E
62.50'
oti
HANWORTH LOOP
50' PRIVATE R/W)
BUIL9ING SETBACKS: AS FURNISHED
PROPOSED - FlNSNED SPOT GRADE ELEVATIONS FROM 25'
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR - 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE - 2,4801 SQUARE FEET OR 34.2R SIDE 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 7,1883 SQUARE FEET SIDE 7.5' FOR 60' LOTS51PROPOSEDFINISHFLOORPERPLANS28.0' LMNC AREA CONTAINS 1,714f SQUARE FEET SIDE 10' FOR 75' LOTS
Q CONC RCH CONTAINS 7481 SQUARE FEET SIDE STREET a 25'
CRUSENMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS
5400 E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436
PUT /m. - POINT IN LDIC M71F9
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DESCRIPTION AS FURNISHED: Lot 30, KENSINGTON RESERVE, os recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Chris Brown; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty
Company; NVR Settlement Services, Inc.; NVRM
LOT 42
LOT 41 LOT 40
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nNSHED SPOT GRADE ELEVATIONS AS FURNISHED PER
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20' PROPOSED
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COVERAGE - 2,460t SQUARE FEET OR 34.2X SIDE - 5' FOR 40' LOTS LOT
GRADM TYPE A LOT CONTAINS 7, i68t SQUARE FEET SIDE - 7.3' MR SO' LOTS PROPOSED
nNISH FLOOR PER PLANS - 28.0' LAING AREA CON MINS 1,714t SQUARE FEET SIDE - 10' FDA 75' IOTS CONC/
IAMM/PORCH CONTAINS 746t SQUARE FEET SIDE STREET - 2.3' 0RUSL'
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initials
BuiltSmart
Built to live better.
Date:
Inspection Report
BuiltSmart Sampling BuiltSmart 2 Inspections
Pre -Drywall Final Inspection Re -inspection
2009IECC* 2012IECC* 2015IECC*
Code Compliance only mlua to In(iltmtiun and Duct Leakage Testing
122
N
t -
PEG i
IECC - 2009/2012/2015
Model: Division: Community: , Lot#
Address -ZY [ ,'{ LI l n 1a City: (/l C1 Orientation:
State: Zip code: --'J-;Z -7 %3 Electrical Meter # Gas Meter # Foundation:
Slab Crawl Space* Basement** Above Conditioned Space If
Crawl Space: Enclosed Vented Conditioned **If Basement: 50 percent below grade List
all deficient items, general notes, and recommendations (attach additional notes if necessary) R
SR (R-Required; SR -Strongly Recommended) Additional
deficient items are listed on page 2 1.
Duct Leakage @ 25 Pascal*: Total (
cfm25) Unconditioned (cfm25) Cond. Area (ft2) System
1) cfm25 cfm251 _ ft2 = System
2) ( cfm25 cfm251 _ ft2 = System
3) ( cfm25 cfm251 ft2 = Total
Leakage (%) Leakage to Unconditioned (%) Total %
to Unconditioned Total %
to Unconditioned Total %
to Unconditioned 2.
Infiltration CFM50*: * 60 / _ (Final) Cu.
Volume ACH50 ASHRAE
62-2-2010 Calculation * equation 7.5clm) / Person + (lean 1100 s.t. conditioned space) Quantity
of bedrooms +l = # ofpcople 7.
5 Number of sV- -Gi rota]rconditnioneds.f. of Lot: Total
ventilation needed. = u `i on Testing
procedures compliant with 2015 IBC R402.4.1.2 Envelope and R403.3.3 Duct Leakage and 2015 IECC R402.4.1.2 Envelope and R403.3.3 Duct Leakage. See
local code tcial and code book fo specific parameters.) Inspection
Result: ASS El FAIL El N/A (Re -inspection Required if Fail is Checked) Duct
Blaster Result: VP,SS FAIL El (Re -inspection Required if Fail is Checked) Infiltration (
Final Inspection): PASS FAIL N/A (Re -inspection Required if Fail is Checked) HERS
Provider: HERS
Rater Signature: Rater
of Record) PEG
HERS Co. Name: Builder
Company Name: Date:
Field
Rater/ Inspector: PEG LLC 3975
Fair Ridge Drive, Fairfax, VA 22033 703-
934-2777 15
Lightyears Ryan
Homes Rev:
5.29.18
Ab
15 lightyears, Inc 15 /'
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyurl.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
7/C
ftth Timothy
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
FORM R405.4.1-2017
Envelope Leakage Test Report (Bllower Door rest) "-
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: 1hign Waryle3Community: Lot:
Address: y Unit:
City: State: Zip:
Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
e selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy Colc (Performance) or R406-2017 (ERI): =
7 9G X 60 = o23I':;n 9- = / .."I Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
PASS (Mechanical Ventilation is not required) Code software calculated
PASS (with Mechanical Ventilation) O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
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.
Testing Company
Company Name: 15 Lightyears, Inc, Phone: (855)-438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester:Date of Test:
Printed Name of Tester:
License/Certification #: Issuing Authority: RESNET
FOkM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder:
b Community: J15Lot: 30
f
inn
Address: Unl:
City: State:
I' L Zip: 027 7
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES (,a) [:]NO ( )
Performance /'ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
l + asp a(SfQn proposed duct leakage Qn specified on Form R405-2017 or R406 2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017
PASS FAIL
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: Ag:-Z - Date of Test:
Printed Name of Tester: lk
License/Certification #: BREOTG Issuing-Authority:,.RESNET
L
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fie
ificateCertevementofAchi
THIS ACKNOWLEDGES THAT
Kyle H'iggins
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
RFI # BHEDTG
Certification Date: November 11, 2018
Certification Expires: November 11, 2021
I 2
Tim Smith,
RESNET Quality Assurance Designee
ears
RESNET QA Provider # (1998-199)
L- ' ik - --- - ----