HomeMy WebLinkAbout3652 Crawley Down Lp 18-2799COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18-10000590
BUILDING PERMIT NUMBER: 18-10000590
DATE: July 02, 2018
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TRAFFIC ZONE:022 JURISDICTION:
SEC., TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: RESERVE WLSFRDOWN LOOP / KENSINGTON
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
SEily Housing 00 1.000 dwl unit 00
FIR
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHQOLS CO -WIDE ORD
iRKSgle Family Housing 9,000.00 1.000 dwl unit 9,000.00
PA
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAR
CERTIFICATE OF OCCUPAkY 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 /POP LEFT OF THIS STATEMENT. 0
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \
0
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE h
o
m
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: 3 CYaoka n I m1Q Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: Ne v Addition Alteration Repair Demo Change of Use Move
Description of Work: J \ Q,f .t) Qih e) z- 0 Y-, )1 %1 p
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
IIName L Q
Phone: 4D L
Street:
Resident of property?:
City, State Zip: i Q n o PJ 3 2 Q_ m
Contractor Information
Name On Phone: H0_7 - l Yia ,R~f M
Street: 5 S Fax: _ 40 7 —try 47 - kq "
City, State Zip: p State License No.: IM.1309[ IDArchitect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 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: S" Edition (2014) Florida Building Code
Revised: June 30. 201S
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 1 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 NotazyState of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID. Type of ID
TI-gNn aturof Contractor/Agent Date bw
r b,rc Print
Contractor/Agent's Name 6-(-
S A0 Q h3hg Sipaturof
Notary•Statc of Florida Date PAMELASTERNUS Commission #
GG
110622 P' EtpiresAugust
7. 2021 tor;-.o
E m"rtwawgetNouryServices Contractor/Agent
is,XPersonally 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: Total Sq
Ft of Bldg: Flood Zone:
Min. Occupancy
Load: # of Stories: New Construction:
Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler
Permit: Yes[] No APPROVALS: ZONING:
COMMENTS: of
Heads
Fire Alarm Permit: Yes No UTILITIES: WASTE
WATER: ENGINEERING: FIRE:
BUILDING: Revised: June
30, 2015 Permit Application
A
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: D -!
I Jf C, Documented Construction Value: S 47& • 0 0
Jab Address: Crr Historic District: Yes No/
Parcel ID: U ResidentiaFleommercial
Type of Work: Nevy 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: infoQaoi-orlando.com
Property Owner Information
Name ky"oS Phone:
Street. Resident of property?
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 FiBST 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: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
h1017CE: la addition to the mquitements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits requhed from other governmentol entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711.
The City of Sanford requires payment of a plan review fee at the time of permit aubmittaL A copy of the executed contract is toquaed
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 cli'ect 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 perrmt is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance wkh all applicable laws regulating construction and zoning.
Si xt= of 0WnedAaeat tame
Print 0W=dAvW'a Name
Sigeaboe of Notiuy-Stria of gl d& own
OwnedAgent is Personally Known to Me
or Produced ID Type of ID
lY
SiSUM ofCeetraeOodArm
A. Thamam Smith
Plot odAttmt'a Name
Saga. rc o 0°' `°t°M o Flaide seuM DW
t
NOTARY PUBLIC
STATE OF FLORIDA
CertnM f3O1S$ttt
Fgites 812112M1
Contr aw/Agmt 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: U'PII.IZTES: WASTE WATER
ENGINEERING: FIRE: BUILDING:
CO1bOdENTS:
ttevise& Am 30. 2015
Permit AWHcsNw
REQUEST FOR TUG & PREPOWERAGREEMENT
ALL RESIDENTIALTROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:+,: (
Project Name: Kensington Reserve
PrQi%t,Add ess ' 6
Building Permit #: I Z — l Electrical Permit #
11
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.
S. 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 N e f Owne /Te
Signature of er/Ten
JURISDICTION EMPLOYEE NAME:
JURISDICTION.
4
CALLED INTO:
Rev. 02/10/15)
J
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
Signature of El. Contractor
EC0003096
El. Contractor License #
o Progress Energy o Florida Power and Light on / /
Grant Maloy. Clerk Of The Circuit Court & Comptroller Seminole Counttyy, FL
Inst#201a100526 0OOk:9203 r-age:435; (1 PAGES) RCD: 8/31I2018 IV:12:36 ""
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd. Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number. 18-2799
Parcel 10 Number. 17-20-31-5VC-0000-0400
The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the
following Information Is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) -
Lot # 40 of Kensington Reserve 3652 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd. Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder Qf other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name., NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
6. SURETY (If applicable, a copy of the payment bond Is attached): Name: ILIA
Address: Amount of Bond:
6. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents 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 Uenoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
of O"aw & Leaft at 0~& or L en"'s (Nm Nara old P WAId SIWW Wfa T11160ldn)
0ffiP&1MdMWWOM I
state of Florida County of Orange
The foregoing Instrument was acknowledged before me this ` I day of 20.18
by. Dayna Mitchell Who Is person own to me O(OR
Nara OfpwunIlw- swo-0
who has produced Identification O type of Identification produced:
Ar.Y LE-IGH MCDONALD
MY COMMISSION d FF925012 Naaysraru -
EXPIRES Wober 00. 2019
40rr:t9a-015] ParLfiNrraWSermon r
CITY OF SANFORD
BUILDING & FIRE PREVENTION
N fl 2. PERMIT APPLICATION
n
i8- ( Application No: a-749
Documented Construction Value: $ , !6,9 N'13.
Job Address: 3652 Crawley Down Loop Historic District: Yes Nog
Parcel ID: 17-20-31-5VC-0000-0400 Residential X Commercial
Type of Work: NewEA 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 Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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 m
Revised-
June 30. 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/13/2018 6/13/2018
TF--atu a Date Signature of Co t r/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name
6/13/2018
Signature of Notary -State of Florida Date
ot4'f P e h MEAGAN LYNNE FOWLER
e MY COMMISSION A GG 00253
EXPIRES: January 17.2021
NV,
a I Bonded TAN Budget NOWY Services
Print Contractor/Agent's Name
e_% 6/13/2018
Signature of Notary -State of Florida
1,pY Pue4 MEAGAN LYNNE FOWLER
MY COMMISSION p GG 0053
N,
1`
c'
EXPIRES: January 17.20M21
sOF r.°P Bonded TAN Budget NOtW Senaoea
Date
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 g Electrical Y Mechanical Qr Plumbing[ Gas[-] Roof
Construction Type: \lr7 Occupancy Use: Q-31 Flood Zone: Xr5C&
kit A04ED
Total Sq Ft of Bldg: 33o5 Min. Occupancy Load: 11 # of Stories: Z
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes Nomr of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERiNG:QlrC— &-25-16 FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan. 35.1 *1. MT.
5aA. c, a3. G-R
Plumbing - # of Fixtures IS
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 9 F'• a7' /S
Revised. June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
IN G_ PERMIT APPLICATION
Application No: o
f J 1 g 9
Documented Construction Value: S 94,829
Job Address: 3652 Crawley Down Loop Historic District: Yes No 9
Parcel ID: 17-20-31-5VC-0000-0400 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
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
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: 511 Edition (2014) Florida Building Code
Revised: June 30. 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/13/2018 6/13/2018
Signatu TrDate Signature of o t dAgent Date Tracy
McDonald Tracy McDonald Print
OwnedAgent's Name Print Contractor/Agent's Name Ll_
6/13/2018 e_z6/13/2018 Signature of
Notary -State of Florida Date o`er
Pue,
MEAGAN LYNNE FOWLER MY COMMISSION #
GG 063253 t EXPIRES:
January 17.202t flooded ThN
Budget Notary SetvlrN Signature of
Notary -State of Florida Date Pue, MEAGAN
LYNNE FOWLER gy o ...., r
MYCOMMISSION # GG 083253 41" yp:
EXPIRES: January17.2021 S, o Banded
Ttw Budget Notary Services Owner/Agent is
x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type
of ID Produced ID Type of ID BELOW IS FOR
OFFICE USE ONLY Permits Required: Building
Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy
Use: Total Sq Ft
of Bldg: Min. Occupancy Load: New Construction: Electric - #
of Amps Fire Sprinkler Permit:
Yes No # of Heads APPROVALS: ZONING: COMMENTS:
Flood Zone:
of
Stories: Plumbing - #
of Fixtures
Fire Alarm Permit:
Yes No UTILITIES: 1046" -Z'
WASTE WATER: ENGINEERING: FIRE: BUILDING:
Revised: June 30.
2015 Permit Application
BUILDING
AUG
PLAN REVIEW COMMENTS
Application Number: 18-2799 Date: 08/08/2018
Project Description: New SFR Contact Name: Tracy McDonald
Job Address: 3652 Crawley Down Loop R Contact Email: trmcdonana,nvrinc.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofalrected Plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. The truss layout on the plans contains different trusses and truss ids than the truss engineering package/truss manufacturer layout.
Please verify all trusses and revise either the plan page or the truss engineering package. Both the plans and truss engineering
package/layout must match each other.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Once ineetines with the plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
11
0 Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & J 9
F 1877- Landscaping in Right -of -Way
WWW."nf*fdn.0*V 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 tee..ewedala
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call, 0, Fad4
1. Project Location/Address: 3652 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity:
3. Schedule of Work:
X Driveway
Start Date
Walkway
Completion Date
4. Brief Description of Work: Construction of New Single Family Home
Other.
This application is b ed by.
p y ownw..
Signature: Print Name: Tracy McDonald
Address: 4307 Vinti&&Wd #H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 06/13/2018
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the
Requestors property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have
Signature:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application I agree to its terms.
Date: 06/13/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
Date:
Official Use Only
Fee: Date:
Date:
Date:
Date: -Zcp 7.018
Date:
November 2015 ROW Use DAve"y.p&
SXRFORD
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: 3652 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0400
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)
O R CsIA S • NLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
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# 18-2799
Reviewed by: Michael Cash, CFM Date: June 25, 2018
6/13/2018 SCPA Parcel View: 17-20-31-5VC-0000-0400
Legal Description
LOT 40
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67.000 0 67,000
Schools 67.000 0 67.000
City Sanford 67.000 0 67,000
SJWM(Saint Johns Water Management) 67.000 0 67.000
County Bonds 1$67,000 0 67,000
Sales
Description Date Book Page Amount Qualified VaeAmp
No Sales
Find Comparable Selma
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 0.001 1 1 $67.000.00 I $67.000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
hftp://parceldetaii.scpafl.org/ParcelDetailinfo.aspx?PID=l720315VC00000400 1/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: to 131112
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
street address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this l3 day ofSCA='=
200 1$ , by Robert Lattanzi who is w ners_on?w cn_ow,n
me or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
av P. MEAGAN LYNNE FOWLER
r MY COMMISSION p GG 063253
EXpIRES:January 17.2021I' „
4oBonded fiti Budget Notary SeMCeS Rev.
08.12) Signature
MEA
4 A* PO w LkIt Print or
type name Notary Public -
State of _ Commission No.
My Commission
Expires: f-vo
XtoA
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Pormit a
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:
TELECTRICAL;PERMI•T 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
r :i .„+:f1 i?i,_, ., _-SL.• - `^>'.s..i"Y,'"rY"vi L`Yr'r S.l.v arl.Cv. -.C iw.
Description
P14mbinkandergound
Plumbing Tubset
ff rommm Plumbing Sewer
poi Final
LjdL xyl.Nrt,'W'. N"" tl by S,h•41.t'i. .p P' v '. •.r+s 1F a
L fl..::,Y,•1.,?•a,i,,.:..3vy"i;:sUPaa:L:tv.
Inspection DescriptionMinMax
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
SQ.FT. CALC.9S
1ST FLR. LIVING U64 SG FT.
2ND FLR LWRIG 129E ea FT.
TOTAL LIVNG 7960 80. FT.
ENTRY S0 Sa FT.
GARAGE 463 SQ FR.
LANAI 143 Sa FT.
TOTAL 3303 SaFT.
C01g6R APOCLA00IOWM LOXXOMMO FACA/! PcHo Drum
AL.l=
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1) 2564 4 W-3u T n
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344 4 3om-ow WIND DESIGN
CRITERIA A. BASIC
UND SPEED MF-W (3 SECCTO GIST) VULT.BO /
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B. MDW44L PIIES&M C4044CEW-- A!
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O. EXPOSI FE CATEGOW C
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TFE VY1U DE51M WO SPEED. POCK 6TH ED. CMM) AL tID MEW
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animcwT
4 or 9
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot40KensingtonReserveSantaRosaBGR
Street: 3652 CRAWLEY DOWN LOOP
City, State, Zip: SANFORD , FL. 32773
Owner:
Design Location: FL, Orlando
Builder Name: Ryan Homes
Permit Office: SANFORD
Permit Number: a 8 - 2 79 9 0
Jurisdiction: 69151080
County:: Seminole (Florida Climate Zone 2)
49'P
yEN
O
1. New construction or existing New (From Plans) 9. Wall Types (2658.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft'
b. Frame - Wood, Exterior R=13.0 1088.00 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 (1392.0 sqft.) Insulation Area
S. Is this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft
6. Conditioned floor area above grade (W) 2560 b. Knee Wall (Vented) R=19.0 96.00 ft'
Conditioned floor area below grade (ft') 0
c. N/A
11. Ducts
R= ft'
R ft'
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 ft'
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor. Dbl, U=0.34 5.00 ft'
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: 5.004 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1569.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ft' b. Conservation features
b. Floor over Garage R=13.0 305.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.128
Total Proposed Modified Loads: 70.31 PASS
Total Baseline Loads: 71.39
I hereby certify that the plans and specifications covered by
this calculation are in compliance wi the Florida Energy
Code.
PREPARED BY:''
DATE: R-94-1 A Sett Pratt
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/AGENT:
DATE: 5/25/2018
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
z- WE
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Gin 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.
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
F:npm PAns-91117
PROJECT
Title:
Building Type:
Owner Name:
of Units.
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot40KensingtonReserveSant 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:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
40
KENSINGTON RESE
3652 CRAWLEY DOW
Seminole
SANFORD ,
FL. 32773
CLIMATE
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
1264 ft' --
0 0 1
0.38 0 0.62
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar SA Emitt
Absor. Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1791 ft' 400 ft' Medium 0.85 N 0.85 No 0 26.6
ATTIC
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
60 ft' 0.11
1296 ft' 0.11
Wood
Wood
Wood
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R4nF;-9nl7
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowygOrnt10uTypeSpace
R-Vahio Gi i 1
W Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft' 0 0.23 0.6 0 2
W Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft' . 0 0 0.6 0 3
W Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft' 0 0 0.6 0 4
N Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft' 0 0.23 0.6 0 5
N Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft' 0 0 0.6 0 6 •
N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 7
N Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 W 0 0 0.6 0 8
E Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft' 0 0.23 0.6 0 9
E Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft' 0 0 0.6 0 10
E Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0 11
E Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft' 0 0 0.6 0 12
S Exterior Frame - Wood Main 13 26 6 8 0 212.0 ft' 0 0.23 0.6 0 13
S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 14
S Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft' 0 0 0.6 0 15
Garage Frame - Wood Main 13 37 3 9 4 347.7 ft' 0 0.23 0.01 0 DOORS
Ornt
Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
W Insulated Main None 25 3 8 24 ft' 2
Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS
Orientation
shown is the entered, Proposed orientation. Wall
Overhang v
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
W 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 ft' 1 ft 0 in 1 ft2 in None Exterior 5 2 W
3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 3 E
8 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 E
8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None 5 E
10 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' 1 ft 0 in 1 ft 4 in None Exterior 5 6 E
11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 12 ft 0 in 0 ft 2 in None Exterior 5 7 S
12 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 8 S
12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 21 ft 0 in 0 ft 2 in None Exterior 5 9 N
7 Vinyl L' ow-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 10 S
13 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 5/24/
2018 5:11 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
CnDne Dent_')n!7
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) 000414 2777.6 152.49 286.77 .3718 7
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
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
rnone oenc ')n4-7
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin [ JanHeating X} Jan H Feb
Feb WMa
r
Mar
A r
Apr
may
May
Jun
Jun
Jul
Julrl X] Aug
j Aug
Aug
SeSep
Sep
Oct
Oct
Nov
X Nov
Dec
HDecVenting1JanFebMarJunJulj
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM
PM
78
80
78
80
78
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
5/24/2018 5:11 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* = 98
The lower the EnergyPerformance Index, the more efficient the home.
3652 CRAWLEY DOWN 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 ft2
b. Frame - Wood, Exterior R=13.0 1088.00 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= ft
7. Windows" Description Area
11. Ducts R ft
a. U-Factor. Dbl, U=0.35 275.73 ft' 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: 5.004 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 1264.00 ft' a. Electric
EF: 0.95
b. Floor over Garage R=13.0 305.00 ft'
b. Conservation features
c. N/A R= ft2
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 compliant features.
Builder Signature: Date: 5/25/2018
Address of New Home: 3652 Crawley Down Loop City/FL Zip: 32773
TK4q
WE
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.
5/24/2018 5:11 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: 3652 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 InstallationThe 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 thins 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 dosed, 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 dosed, 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 IeakagdNindows, 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.
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8. ,
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 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
manufacturers 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 manufacturers 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)Healed water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '% inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2. Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
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.
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. Healing 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 L/min. a. When tested in accordance with HVI Standard 916
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 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.
5/24/2018 5:11 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatoryM 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.
5/24/2018 5:11 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 v6.0
5/24/2018 4:59:49 PM Page 1 of 1
wrightsoft• Manual S Compliance Report
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
For: Ryan Homes
3652 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Job: Lot40Kensing ton Reserv... Date:
3/31/2015 By:
FJF Outdoor
design DB: 92.5°F Sensible gain: 32312 Btuh Entering coil DB: 77.6°F Outdoor
design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.8°F Indoor
design DB: 75.0°F Total gain: 37551 Btuh Indoor
RH: 50% Estimated airflow: 1283 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH P Manufacturer:
Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual
airflow: 1283 cfm Sensible
capacity: 33874 Btuh 1051% of load Latent
capacity: 7067 Btuh 1350/6 of load Total
capacity: 40941 Btuh 109% of load SHR: 83% Design
Conditions Outdoor
design DB: 42.3°F Heat loss: 28390 Btuh Entering coil DB: 69.1°F Indoor
design DB: 70.0°F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASHP Manufacturer:
Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual
airflow: 1283 cfm Output
capacity: 34729 Btuh 122% of load Capacity balance: 35 OF Supplemental
heat required: 0 Btuh Economic balance: -99 OF Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 1283 cfm Output
capacity: 8.3 kW 10010/a of load Temp. rise: 50 OF Meets
all requirements of ACCA Manual S. 2018-
Ma 2416:54:40 i .
wrightsoft•
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ht-Suite® Universal 2018 18.0.13 RSU23828 Y
Page
1 aRosaBGR%
Lot40KensingtonReseiveSantaRosaBGR.rup Calc - MJ8 House faces: W
Component Constructions Job: Lot40KensingtonReserv...
wrightsoft- P Date: 3/31/2015
Entire House 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
For: Ryan Homes
3652 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TO (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 16 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain
to BNhAI'•"F fp--•FBwh fth/V 8tuh BWhAP Bbih
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum hoard int
fnsh, 2"x4" wood frm, 16" o.c. stud
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
168-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 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 (5.3 It window ht, 1.33 It sep.); 6.67 It head ht
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
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
It overhang (1.25 ft window ht, 1.17 It sep.); 6.67 ft head ht
n 272 0.091 13.0 2.52 686 2.85 774
e 264 0.091 13.0 2.52 665 2.85 752
s 212 0.091 13.0 2.52 534 2.85 604
w 275 0.091 13.0 2.52 693 2.85 783
all 1023 0.091 13.0 2.52 2579 2.85 2912
n 387 0.201 4.1 5.57 2156 5.29 2051
e 292 0.201 4.1 5.57 1624 5.29 1544
s 171 0.201 4.1 5.57 954 5.29 907
w 114 0.201 4.1 5.57 637 5.29 606
all 965 0.201 4.1 5.57 5371 5.29 5108
e 36 0.049 19.0 1.36 49 2.66 96
s 30 0.049 19.0 1.36 41 2.66 80
all 66 0.049 19.0 1.36 90 2.66 176
330 0.091 13.0 2.52 831 1.45 479
n 33 0.350 0 9.69 317 10.5 342
e 49 0.350 0 9.69 475 29.0 1420
all 82 0.350 0 9.69 792 21.6 1762
e 15 0.350 0 9.69 145 29.0 434
s 30 0.350 0 9.69 291 10.7 320
w 45 0.350 0 9.69 436 29.0 1303
all 90 0.350 0 9.69 873 22.9 2058
e 5 0.340 0 9.42 47 30.4 152
A 41- wrighttsoft- 2018-May-24 16:54:40
a ,^, Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
R& ...aRos.7GR%Lot40KensingtonReserveSantaRosaBGR.rup Calc - MJ8 House faces: W
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, a 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 It sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 33 0.350 0 9.69 317 11.9 390
1/4" gap, 1/8" thk: NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29): 21 It overhang (8 ft
window ht, 0.17 It sep.); 6.67 It head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, w 39 0.350 0 9.69 377 29.0 1125
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (6.3 It window ht, 10.83 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type w 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
1 6B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceiI Ins, 1/2" 1569 0.026 38.0 0.72 1130 1.41 2217
gypsum board int fnsh
Floors
20P-13t: Fir floor, frm flr, 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
t w_rightsoft•
2018-May-24 16:54:40
a, , Right•Suite® Universal 2018 18.0 13 RSU23828 PaQe 2
AM ...aRosaBGR%Lot40KensingionReserveSantaRosaBGR.rup Cale . MJ8 House faces: W
Pro SJob: Lot40KensingtonReserv... wrightsoft'
Project Summary Date: 3/31/2015 Entire
House By: FJF DEL -
AIR HEATING & AIR CONDITIONING 631
CODISCO WAY, SANFORD. FL32771 Phone:407-333.2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM PrOiect
Information For:
Ryan Homes 3652
CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes:
LS by CA on 11.02.2015 LS
02.19.16 SIR L.
S. 05-24-18 SRP 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 Structure
22867 Btuh Ducts
5523 Btuh Central
vent (0 cfm) 0 Btuh none)
Humidification
0 Btuh Piping
0 Btuh Equipment
load 28390 Btuh Infiltration
Method
Construction
quality Fireplaces
Area (
ft2 Volume (
ft3) Air
changes/hour Equiv.
AVF (cfm) Simplified
Average
0
He
2560 Co 256D 22673
22673 0.
41 0.21 155
79 Heating
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Model
GSZ140421 K AHRI
ref :8242633 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 35 OF Backup:
8.
5 HSPF 38000
Btuh @ 47°F 27
OF 1283
cfm 0.
045 cfm/Btuh 0.
40 in H2O Input =
8 kW, Output = 28445 Btuh, 100 AFUE Sensible
Cooling Equipment Load Sizing Structure
23511 Btuh Ducts
8801 Btuh Central
vent (0 cfm) 0 Btuh none)
Blower
0 Btuh Use
manufacturer's data y Rate/
swing multiplier 1.00 Equipment
sensible load 32312 Btuh Latent
Cooling Equipment Load Sizing Structure
3461 Btuh Ducts
1778 Btuh Central
vent (0 cfm) 0 Btuh gone)
Equipment
latent load 5239 Btuh Equipment
Total Load (Sen+Lat) 37551 Btuh Req.
total capacity at 0.75 SHR 3.6 ton Cooling
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Cond
GSZ140421 K Coil
ASPT47014A AHRI
ref 8242633 Efficiency
12.5 EER, 15 SEER Sensible
cooling 28875 Btuh Latent
cooling 9625 Btuh Total
cooling 38500 Btuh Actual
air flow 1283 cfm Air
flow factor 0.040 cfm/Btuh Static
pressure 0.40 in H2O Load
sensible heat ratio 0.86 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft'
2018-May-24 16.54:41 t+• "...
Right -Suite® universal 2018 18.0.13 RSU23828 Page 1 gC.
CP.... aRosaElGR\Lat40KensingionSeserveSantaRosaSGR.rup calc a MJ8 House laces: W
wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
631 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web, WWW.DEL-AIR.COM
Job: Lot40Kensington ReserveSa... Date:
3/31 /2015 By:
FJF 1
Room name Entire House Great 2
13
Exposed
wail Room
height 279.
0 If 8.
6 It 35.
5 It 9.
3 If heal/cool 4
Room dimensions 1.0 x 375.1 It 5
Room area 2623.5 ft2 375.1 ft2 Ty
Construction U-value Or HTM Area (149 Load Area (ftq Load number
Btut ft2-IF) Btuh/ftq or perimeter (ft) Btuh) or perimeter (It) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W yl
t-!'
12C-
Osw Blk
wall, stucco ext 2A-
2om 0.
091 0.
201 0.
350 n
n
n
2.
52 5.
57 9.
69 2.
85 5.
29 10.
46 272
420
33
272
387
0
686
2156
317
774
2051
342
0
0
0
0
0
0
0
0
0
0
0
0
yl
11
12C-
0sw 2A-
2om 0.
091 0.
350 a
a
2.
52 9.
69 2.
85 28.
96 284
15
264
0
665
145
752
434
0
0
0
0
0
0
0
0
l_(
C
W
2B-
21m 16B-
19ad Blk
wall, stucco ext 0.
340 0.
049 0.
201 a
a
a
9.
42 1.
36 5.
57 30.
36 2.
66 5.
29 5
36
373
0
36
292
47
49
1624
152
96
15"
0
0
182
0
0
149
0
0
831
0
0
791
2A-
2om 2A-
2om 0.
350 0.
350 a
a
9.
69 9.
69 28,
96 10.
46 49
33
0
33
475
317
1420
342
0
33
0
33
0
317
0
342
V1/
G
12C-
0sw 2A-
2om 16B-
19ad 0.
091 0.
350 0.
049 s
s
s
2.
52 9.
69 1.
36 2.
85 10.
68 2.
66 242
30
30
212
25
30
534
291
41
604
320
80
0
0
0
0
0
0
0
0
0
0
0
0
Wyl
Blk wall, stucco ext 2A-
2orn 0.
201 0.
350 s
s
5.
57 9.
69 5.
29 11.
93 252
33
171
0
954
317
907
390
149
33
117
0
649
317
618
390
1{
G
1N
t_
a 2A-
2omd 120-
0sw 2A-
2om 0.
620 0.
091 0.
350 s
w
w
17.
17 2.
52 9.
69 16.
92 285
28.
96 48
320
45
48
275
0
824
693
436
812
783
1303
0
0
0
0
0
0
0
0
0
0
0
0
81k
wall, stucco ext 2A-
2om 1100
0.
201 0.
350 0.
390 w
w
w
5.
57 9.
69 10.
80 5.
29 28.
96 1203
177
39
24
114
0
24
637
377
259
606
1125
289
0
0
0
0
0
0
0
0
0
0
0
0
R
12C-Osw 0.091 252 1.45 348 330 831 479 225 225 567 327 1--
a 11 D0 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C
168-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0 F
20P-13t 0.068 1.88 0.98 306 306 575 298 0 0 0 0 F
22A-tpl 0.9m 27.40 0.00 1264 131 3589 0 375 36 973 0 6
c) AED excursion 0 168 Envelope
loss/gain 18164 18334 3655 2299 12
a) Infiltration 4703 1522 647 210 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 3 690 Appliancestother
2505 0 Subtotal (
lines 6 to 13) 22867 23511 4302 3199 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 22867 23511 4302 3199 15
Duct loads 24% 37% M MI 25% 42% 1074 1330 Total
room load am 32312 1 5376 4529 Air
required (cfm) 1283 1283 243 180 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wr
gf tsof!- 2018•May-24 16:54:41 Right -
Suite® Universal 2018 18.0 13 RSU23828 Page 1 aRosaBGR\
Lot40KensingtonReserveSantaRosaBGR.rup Calc - MJ8 House faces: W
1 wrightsofir Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL32771 Phone:407-333-2665 ax:407.333-3853 Web: WWW.DEL-AIR.COM
Job: Lot40KensingtonReserveSa...
Date: 3/31/2015
By: FJF
1 Room name Study Powder
2
3
Exposed wall
Room height
26.0 It
9.3 It heat/cool
0 It
9.3 It heat/cool
4
5
Room dimensions
Room area
14.0 x 12.0 It
168.0 ft'
7.5 x 6.0 It
45.0 ft'
Ty Construction U-value Or HTM Area (ft2) Load Area (ftj Load
number Bluh/it2-117 or perimeter (it) atuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W
y/
l---G
12C-Osw
Blk wall, stucco ext
2A-2om
0.091
0.201
0.350
n
n
n
2.52
5.57
9.69
2.85
5.29
10.46
0
112
0
0
112
0
0
624
0
0
593
0
0
0
0
0
0
0
0
0
0
0
0
0
11
VLl
i--C'
12C.Osw
2A•2om
0.091
0.350
a
a
2.52
9.69
2.85
28,96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l--1
W
28-21m
16B•19ad
Blk wall, stucco ext
0.340
0.049
0.201
a
a
a
9.42
1.36
5.57
30.36
2.66
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.350
0.350
a
a
9.69
9.69
28.96
10.46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yI 12C-Osw
2A-2om
168-19ad
0.091
0.350
0.049
s
s
s
2.52
9.69
1.36
285
10.68
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
G
W
Val
E-
Blk wall, stucco ext
2A•2om
0.201
0.350
s
s
5.57
9.69
5.29
11.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02
y/
l a
2A•2omd
12C-Osw
2A•2om
0.620
0.091
0.350
s
w
w
17.17
2.52
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
11D0
0.201
0.350
0.390
w
w
w
5.57
9.69
10.80
5.29
28.96
1203
131
39
0
92
0
0
511
377
0
486
1125
0
0
0
0
0
0
0
0
0
0
0
0
0
q 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
D
c
11DO
168-38ad
0.390
0.026
n 10.80
0.72
1203
1.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F 20P=13i 0.068 1.88 0.98 0 0 0 0 0 O 0 0
F 22A-tpl 0.9m 27.40 0.00 168 26 712 0 45 0 0 0
6 c) AED excursion 459 3
Envelope loss/gain 2224 2664 0 3
12 a) Infiltration 474 153 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 0 50
Subtotal (lines 6 to 13) 2698 3047 0 47
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 200 123 185 114
14 Subtotal 2898 3170 185 161
15 Duct loads 25% 42% 724 1319 25% 42%1 46 67
Total room load 3622 4489 1 231 228
Air required (cfm) 1 164 178 1 10 9
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
g 2018 May-24 1 ag
Right•Suile® Universal 2018 18.0.13 RSU23828 Pe 2
aRosaBGR%Lot40KensingtonReserveSantaRosaaGR.rup Calc - MJ8 House faces: W
wrightsoftr Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY. SANFORD. Ft. 3277111 one: 40710N6NGax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot40Kensington ReserveSa... Date:
3/31 /2015 By:
FJF 1
2
3
4
5
Roan
name Exposed
wall Room
height Room
dimensions Room
area Dinette(
Kitchen 225
It 9.
3 (1 heat/cool 1.
0 x 427.4 It 427.
4 ft2 Bdrm
2 28.
0 It 8.
0 If heat/coal 1.
0 x 184.5 It 184.
5 ft2 Ty
I Construction number
U-
value BtuW(
t2••F) Or
HTM BtuhlIII
I Area (
ft2) or
perimeter (ft) Load
Btuh)
Area (
ftxj or
perimeter (It) Load
Btuh)
Heal
Cool Gross N/P/S Heat Cod Gross WP/S Heat I cool 6
11
W
t-
G 12C-
Osw Blk
wall, stucco ext 2A•
2an 12C-
Osw 2A-
2om 2B-
2fm 16B•
19ad wall,
stucco ext 2A-
2am 2A-
2om 12C-
Osw 2A-
2om 16B-
19ad Blk
wall, stucco ext 2A-
2an 2A-
2omd 12C-
0sw 2A•
2om Btk
wall, stucco ext 2A-
2om 11130
12C-
Osw 11DO
16B-
38ad 2OP-
131 22A-
tpl 0.
091 0.
201 0.
350 0.
091 0.
350 0.
340 0.
049 0.
201 0.
350 0.
350 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.
390 0.
026 0.
068 0.
989 n
n
n
a
a
a
a
a
a
a
s
s
s
s
s
s
w
w
w
w
w
n
2.
52 5.
57 9.
69 252
9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 2.
52 9.
69 1.
36 5.
57 9.
69 17.
17 2.
52 9.
69 5.
57 9.
69 10.
80 2.
52 10.
80 0.
72 1.
88 27.
40 2.
85 5.
29 10.
46 9-
85 28.
96 30.
36 2.
66 5.
29 28.
96 10.
46 285
10.
68 2.
66 5.
29 11.
93 16.
92 2.
85 28.
96 5.
29 28,
96 12.
03 1.
45 12.
03 1;
41 0.
96 0.
00 0
149
0
0
0
0
0
14
0
0
0
0
0
0
0
0
0
0
47
0
24
122
18
0
0
427
0
149
0
0
0
0
0
14
0
0
0
0
0
0
0
0
0
0
23
0
24
105
18
0
0
23
0
831
0
0
0
0
0
78
0
0
0
0
0
0
0
0
0
0
126
0
259
264
193
0
0
616
0
791
0
0
0
0
0
74
0
0
0
0
0
0
0
0
0
0
120
0
289
152
215
0
0
0
112
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
112
15
0
0
0
0
0
185
0
0
112
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
97
0
0
0
0
0
0
185
0
0
282
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
245
145
0
0
0
0
0
133
0
0
319
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
276
434
0
0
0
0
0
261
0
0
W
L_
Tiky/
I-
C W
yl
L-_-
f^`
Vy
t-
G R
I--
D C
F
F
6
c) AED excursion 172 152 Envelope
loss/gain 2368 1468 805 1442 12
a) Infiltration b)
Room ventilation 410
0
133
0
438
0
142
0
13
Internal gains: Occupants @ 230 Appliances/
other 0
0 12M
0
0 0
Subtotal (
lines 6 to 13) 2778 Moll 11243 1584 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duct
loads 25% 42% 0
0
200
2979
744
0
O
123
2924
1216
22% 32 0
0
0
1243
279
0
0
0
1584
502
Total
room load Air
required (cfm) 3722
168
4141
164
1522
1692086
83
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. lid- =!:!
a tsol t- 2018-
May-24 16:54:41 Right-
Sulte® Universal 2018 18.0.13 RSU23828 Page 3 aRosaBGR\
Lot40KensingionReserveSantaRosaBGR rup Cale = MJ8 House faces: W
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: Lot40Kensington ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Bdrrn 3 Bthrm 1 2
Exposed wall 120 it 6.0 it 3
Room height 8.0 it heal/coal 8.0 it heal/cool 4
5
Raom
dimensions Room
area 1.
0 x 149.5 it 149.
5 W 11.
0 x 6.0 it 66.
0 ft2 Ty
Construction U-value Or HTM Area (Ill Load Area (ftxj Load number
IBtuh/N2-*F) BtutJft2) or perimeter (it) Btuh) or perimeter (it) Stuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W yl
I-
O 12C-
0sw Blk
wall, stucco ext 2A-
2om 0.
091 0.
2D1 0.
350 n
n
n
2.
52 5.
57 9.
69 285
5.
29 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
48
0
0
48
0
0
121
0
0
137
0
0
1
i 12C-
Osw 2A-
2om 0.
091 0.
350 a
a
2.
52 9.
69 285
28.
96 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2B-
2fm 1613-
19ad Bilk
wall, stucco ext 0.
340 0.
049 0.
201 a
a
a
9.
42 1.
36 5.
57 30.
36 266
5.
29 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 2A-
2om 0.
350 0.
350 a
a
9.
69 9.
69 28.
96 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V--CGGVy
12C-Osw 2A-
2om 16B-
19ad 0.
091 0.
350 0.
049 s
a
s
2.
52 9.
69 1.
36 285
10.
68 266
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
W
Bilk
wall, stucco ext 2A-
2om 0.
201 0.
350 s
s
5.
57 9.
69 5.
29 11.
93 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V1l
LG2A-
2omd 12C-
Osw 2A-
2om Bilk
wall, stucco ext 2A-
2om 1100
0.
620 0.
091 0.
350 0.
201 0.
350 0.
390 s
w
w
w
w
w
17.
17 252
9.
69 5.
57 9.
69 10.
80 16.
92 285
28.
96 5.
29 28.
96 12.
03 0
96
15
0
0
0
0
81
0
0
0
0
0
204
145
0
0
0
0
231
434
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
q
12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 1_
0 11100 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
168.38ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F
2OP-131 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F
22A.tpl 0.9m 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 176 15 Envelope
Ioss/gatn 609 1131 169 215 12
a) Infiltration 188 61 94 30 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 796 1192 262 245 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 796 1192 262 245 15
Duct loads 1 22% 32% 179 378 22% 32% 59 78 Total
room load 975 1569 321 323 Air
required (cfm) 44 62 15 13 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgh!
s - 2018-May-24 16:54:41 A •-
Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 4 aRosaSGR\
Lot40KensingtonReserveSantaRosaSGR.rup Calc a MJ8 House faces: W
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:
Lot40KensingtonReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Msir WIC Mstr Bthrm 2
Exposed wall 25.5 it 10.0 It 3
Room height 8.0 It heal/cool 8.0 It heat/cool 4
5
Room
dimensions Room
area 1.
0 x 159.3 It 159.
3 ft2 1.
0 x 98.0 It 98.
0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/lt2-1F) BtuNIt2) or perimeter (It) Stuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W Vjl
C
12C-
Osw Blk
wall, stucco ext 2A-
tom 0.
091 0.
201 0.
350 n
n
n
2.
52 5.
57 9.
69 2.
85 5.
29 10.
46 112
0
0
112
0
0
282
0
0
319
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VL/
l
1112C-
Osw 2A-
2om 0.
091 0.
350 a
a
2.
52 9.
69 2-
85 28.
96 68
0
68
0
171
0
194
0
68
0
63
0
159
0
179
0
L-
1 W
213-
21'm 168.
19ad Blk
wall, stucco ext 0.
340 0.
049 0.
201 a
a
a
9.
42 1.
36 5.
57 30.
36 266
5.
29 0
24
0
0
24
0
0
33
0
0
64
0
5
12
0
0
12
0
47
16
0
152
32
0
2A-
2om 2A-
2om 0.
350 0.
350 a
a
9.
69 9.
69 28.
96 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yI
t--
G 12C-
Osw 2A-
2om 168-
19ad 0.
091 0.
350 0.
049 s
5
s
2.
52 9.
69 1.
36 285
10.
68 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
WBlk
wall, stucco ext 2A-
2om 0.
201 0.
350 s
s
5.
57 9.
69 5.
29 11.
93 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V11
t--
G 2A-
2omd 12C-
Osw 2A-
2om 0.
620 0.
091 0.
350 s
w
w
17.
17 2.
52 9.
69 16.
92 2.
85 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 11D0
0.
201 0.
350 0.
390 w
w
w
5.
57 9.
69 10.
80 5.
29 28.
96 1203
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-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 D
11130 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
168-38ad 0.026 0.72 1.41 159 159 115 225 98 98 71 138 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-0 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 54 1 24 Envelope
losstgain 601 748 293 525 12
a) Infiltration 399 129 156 51 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1000 877 449 576 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1000 877 449 576 15
Duct loads 1 22% 32%1 225 278 22% 32% 101 182 Total
room load 1224 1154 525 70 Airrequired (cfm) 46 25 3 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t }
wrtigF tsoft- •- -- Right -
Suite® Universal 2018 18.0.13 RSU23828 2018-
May-24 16:54:41Page 5 aRosaBGR\
Lot40KensingtonReserveSantaRosaBGS.rup Cate - MJ8 House laces: W
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: Lot40Kensington ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Mstr Bdnn Mstr WC 2
3
Exposed
wall Room
height 34.
5 it 8.
0 it heat/cool 0
ft 8.
0 it heat/cool 4
5
Room
dimensions Room
area 18.
5 x 16 0 it 296.
0 ft2 3.
5 x 5.5 If 19.
3 fl2 Ty
Construction number
U-
value Btuh/
fO-IF) Or
HTM Btuh/
it2) Area (
ftxj or
perimeter (it) Load
Btuh)
Area (
ftj or
perimeter (it) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W yl
T_
C 12C-
Osw Blk
wall, stucco ext 2A-
2om 0.
091 0.
201 0.
350 n
n
n
2.
52 5.
57 9.
69 285
5.
29 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
yl
I-(
t ` 1112C-
Osw 2A-
2om 28-
2fm 168-
19ad Blk
wall, stucco ext 2A-
2om 2A-
2om 12C-
Osw 2A-
2om 168-
19ad Blk
wall, stucco ext 2A-
2om 0.
091 0.
350 0.
340 0.
049 0.
201 0.
350 0.
350 0.
091 0.
350 0.
049 0.
201 0.
350 a
a
a
a
a
a
a
s
s
s
s
s
2.
52 9.
69 9.
42 1.
36 5.
57 9.
69 9.
69 2.
52 9.
69 1.
36 5.
57 9.
69 285
28.
96 30.
36 266
5.
29 28,
96 10.
46 285
10.
68 2.
66 5.
29 11.
93 148
15
0
0
0
0
0
128
15
0
0
0
133
0
0
0
0
0
0
113
13
0
0
0
335
145
0
0
0
0
0
285
145
0
0
0
379
434
0
0
0
0
0
322
160
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
W
yf
Lam_
GjVjl
G
W
yl
1_(
C
VjI
I---
C' 2A-
2omd 12C-
Osw 2A-
2om Blk
wall, stucco ext 2A-
2om 11100
0.
620 0.
091 0.
350 0.
2D1 0.
350 0.
390 s
w
w
w
w
w
17.
17 2.
52 9.
69 5.
57 9.
69 10.
80 16.
92 2.
85 28.
96 5.
29 28.
96 1203
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
q
12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D
11DO 168-
38ad 0.
390 0.
026 n
10.80 0.
72 1203
1.
41 0
296
0
296
0
213
0
418
0
19
0
19
0
14
0
27
CF
20P-13t 0.068 1.88 0.98 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 126 2 Envelope
losstgain 1124 1587 14 26 12
a) Infiltration 539 175 0 0 b)
Room ventilation 0 0 1 0
0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 1663 2592 14 26 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal Ian 2592 14 26 15
Duct loads 22% 32% 374 821 22% 32% 3 8 Total
room load 2037 3413 1 17 34 Air
required (cfm) 92 136 1 1 1 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right -
Suite® Universal 2018 18.0.13 ASU23828 2018-
May-24 1 :S *41 e
6 aRosaBOR\
Lat4OKensingionReserveSantaRosaBGR.rup Calc a MJ8 House faces. W 9
wrightsloft• Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CgNDITIONING
531 CODISCO WAY, SANFORD. FL32771 hone:407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot40KensingtonReserveSa...
Date: 3/31/2015
By: FJF
1 Room name loft Laundry
2 Exposed wall 32.0 it 0 It
3 Room height 8.0 ft heat/cool 8.0 ft heal/cool
4
5
Room dimensions
Room area
1.0 x 345.5 It
345.5 ft2
7.0 x 6.0 If
42.0 fill
Ty construction
number
U-value
BtuWftx-*F)
Or HTM
Btutvft2)
Area Qtj
or perimeter (ft)
Load
Stuh)
Area (ftj
or perimeter (it)
Load
Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W
Vy
I--0
120-0sw
Blk wall, stucco ext
2A-2om
0.091
0.201
0.350
n
n
n
2.52
5.57
9.69
285
5.29
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
V
C11
12C-Osw
2A-2om
0.091
0.350
a
a
252
9.69
285
28.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
28-2fm
16B-19ad
Bilk wall, stucco ext
0340
0.049
0.201
a
a
a
9.42
1.36
5.57
30.36
2.66
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.350
0.350
a
a
9.69
9.69
28.96
10.46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-G
120-0sw
2A-2om
1613-190
0.091
0.350
0.049
s
s
s
2.52
9.69
1.36
285
10.68
2.66
114
15
30
99
13
30
250
145
41
282
160
80
0
0
0
0
0
0
0
0
0
0
0
0W
Vy Blk wall, stucco ext
2A-2om
0.201
0.350
s
s
5.57
9.69
5.29
11.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L(^
V l
I--G
2A-2omd
12C-Osw
2A-2om
0.620
0.091
0.350
s
w
w
17.17
252
9.69
16.92
285
28.96
0
112
15
0
97
0
0
245
145
0
276
434
0
0
0
0
0
0
0
0
0
0
0
0
Bilk wall, stucco ext
2A-2orn
11DO
0.2D1
0.350
0.390
w
w
w
5.57
9.69
10.80
5.29
28.96
1203
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-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0
f---D 11130 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 45 38
Envelope loss/gain 1499 19N 30 21
12 a) Infiltration 500 162 0 0
b) Room ventilation 0 0 0 0
13 1rttemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 600
Subtotal Qines 6 to 13) 19% 2147 30 621
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1999 2147 30 621
15 Duct loads 22% 32% 449 680 22% 32% 7 197
Total mom load 2448 2828 37 818
Air required (cfm) I I 111 112 2 32
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr 0- Right -Suite® Universal 2018 18.0 13 RSU23828
2018-May-24 1
Page 7
aRosaBGR%Lot40KensingtonReserveSantaRosaBGR.rup Cale - MJ8 House faces: W
g
wrightsoftC 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: Lot40Kensing ton ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Morning Pantry 2
Exposed wall 41.0 it 6.0 fl 3
Room height 9.3 it heal/cool 9.3 it heat cool 4
5
Room
dimensions Room
area 19.
0 x 11.0 it 209.
0 W 6.
5 x 6.0 it 39.
0 ft' Ty
Construction U-value Or HTM Area (ftj Load Area (ftj load number
Bluh/fi'-•F) Btuh/fl1) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W Vy
C
12C•
Osw Blk
wall, stucco ext 2A-
2om 0.
091 0.
201 0.
350 n
n
n
2.
52 5.
57 9.
69 285
5.
29 10.
46 0
103
33
0
70
0
0
390
317
0
371
342
0
56
0
0
56
0
0
312
0
0
297
0
1
1 Vjl
12C-Osw 2A-
2om 0.
091 0.
350 a
a
2.
52 9.
69 285
28.
96 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
GI--
G W
v
2B-
2fm 16B-
19ad Blk
wall, stucco ext 0.
340 0.
049 0.
201 a
a
a
9.
42 1.
36 5.
57 30.
36 266
5.
29 0
0
177
0
0
128
0
0
714
0
0
679
0
0
0
0
0
0
0
0
0
0
0
0
6
2A-2om 2A-
2om 0.
350 0.
350 a
a
9.
69 9.
69 28.
96 10.
46 49
0
0
0
475
0
1420
0
0
0
0
0
0
0
0
0
I--
C Y-
G0.091 12C-Osw 2A-
tom 168-
19ad 0.
350 0.
049 s
s
s
2.
52 9.
69 1.
36 2.
85 10.
68 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
WVal
G
Blk
wall, stucco ext 2A•
2orn 0.
201 0.
350 s
s
5.
57 9.
69 5.
29 11.
93 103
0
55
0
304
0
289
0
0
0
0
0
0
0
0
0
z:2 Vy
L-
G 2A•
2omd 12C-
0sw 2A•
2om 0.
620 0.
091 0.
350 s
w
w
17.
17 2.
52 9.
69 16.
92 285
28.
96 48
0
0
48
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 1100
0.
201 0.
350 0.
390 w
w
w
5.
57 9.
69 10.
80 5.
29 28.
96 12.
03 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-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D
11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 209 209 151 295 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 209 41 1123 0 39 6 164 0 6
c) AED excursion 258 22 Envelope
loss/gain 4299 3951 476 274 12
a) Infiltration 748 242 109 35 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 5 50 Subtotal (
lines 6 to 13) 5046 4198 586 360 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 586 ti360 14
Subtotal 5046 4198 0 0 15
Duct loads 1 25% 42% 1260 1746 25% 42% 0 0 Total
mom load I 6306 5944 0 0 Air
required (cfm) I
1 285 236 1
0
0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. r+&-
wrtghesofe- 2018-May-24 16:54:41 Right-
Sulte® Universal 2018 18.0.13 RSU23828 Page 6 AM ..aRosaBGR%Lot40KensingtonReserveSantaRosaBOR.rup Calc - M.18 House faces: W
Duct System SJob: Lot40KenstngtonReserv... wrightsoft'
emummar 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 3652
CRAWLEY DOWN LOOP, SANFORD, FL32773 External
static pressure Pressure
losses Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
40 in H2O 0.
06 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
260 in/100ft 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)
Cig
cfm)
Design
FR
Diam
in)
H
x W in)
Duct
Mall
Actual
Ln (
it) Ftg.
Egv Ln (
ft) Trunk Bdrrn
2 C 2086 69 83 0.399 6.0 Ox 0 VIFx 15.3 70.0 Bdrm
3 C 1569 44 62 0.383 6.0 Ox 0 VIFx 18.8 70.0 Bthrm
1 h 321 15 13 0.443 4.0 Ox 0 VIFx 6.7 70.0 Dinette/
Kitchen h 1861 84 82 0.310 6.0 Ox 0 VIFx 14.5 95.0 SO Dinette/
lOtchen-A h 1861 84 82 0.302 6.0 Ox 0 VIFx 17.7 95.0 sti Great
h 5376 243 180 0.267 9.0 Ox 0 VIFx 32.1 95.0 SO Laundry
C 818 2 32 0.451 4.0 Ox 0 VIFx 5.4 70.0 Morning
h 6306 285 236 0.260 9.0 Ox 0 VIFx 25.9 105.0 st1 Mstr
Bdrm C 3413 92 136 0.372 8.0 Ox 0 VIFx 21.4 70.0 Mstr
Sthrm C 758 25 30 0.429 5.0 Ox 0 VIFx 9.2 70.0 Mstr
WC C 34 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr
WIC h 1224 55 46 0.445 5.0 Ox0 VIFx 6.4 70.0 Powder
h 231 10 9 0.305 4.0 Ox 0 VIFx 16.4 95.0 SO Study
c 4489 164 178 0.296 7.0 Ox 0 VIFx 19.7 95.0 st1 loft
c 2828 111 112 0.369 6.0 Ox 0 VIFx 22.2 70.0 Supply
Trunk Detail Table Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H
x W in)
Duct
Material
Trunk st1
Peak AVF 870 768 0.260 623 16.0 0 x 0 VinlFlx wrightsoft•
2018-
May-24 16:54:42 AL
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 aRosaBGR\
Lot40KensingtonReselveSantaRosaSGR.rup Calc a MJ8 House faces: W
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
Mad Trunk
rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
2018-May-24 16:54:42
wfrig" Rlght-Sulte® Universal 2018 18.0.13 RSU23828 Page 2
aRosaBGR%Lot40KensingtonReserveSantaRosaBOR.rup Calc a MJ8 House faces: W
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot40KensingtonReserveSantaRosaBGR Builder Name: Ryan Homes
Street: 3652 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL. 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
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.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame 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
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind o4nino and w*rina-
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
fire q rinkler cover dales and walls or ceolonas.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/24/2018 5:11 PM EnergyGaugeS USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 40, KENSINGTON RESERVE, os I recorded in Plot Book 81, Poges 86
through 92, Public Records of Seminole County, Florido.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 32 LOT 31 I LOT 30
S 00° 19' 09" E
60.00'
ti
i ----- $P la-2'19
ZO,NIN , _ !)A, Tr
36.83' 36.83' 36.83'
Ok to construct single family horn
with setbacks and impervious art
LOT 40 I shown on plan. 35 • -7 ,rV
10.00'
18.T 10.00' . w r1 a Rosa -`a, G•R
LANAI
W W
21.J I
no o
LOT 39 t6O h LOT 41
PROPOSED MODEL I ``
00
00
SANTA ROSA - B "
2 CAR GARAGE RIGHT A/C
Z W\MORNING RM. g 6.so' >1
W/LANAI
10.00'
18 7'
ENTRY
Ai
21.3'
10.00'
16' DRIVE
WAL
32.84'
25.50' 25.5 6.17-
i
10' UTIL.
ESMT.
P.C. 234.95'
K
qb
y
WALI CURB
S
00619' 09" E (B.B.) 60.00'
CRA XLEY
ISO TIN LIOOP private road
PROPOSED - FINSHEO
SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY NC SETBACKS: AS FURNISH FRONT = FRONT
PERDRAINAGEPLANSPLOTPLANAREACALCULATIONS0' REAR 20' PROPOSED DRAINAGE
FLOW IMPERVIOUS COVERAGE - 2, 465t SQUARE FEET OR 35. 7R SIDE - 5' FOR 40' LOTS LOT GRADING
TYPE A t OQOS LOT CONTAINS 6,9001 SQUARE FEET LIVING AREA
CONTAINS 1,714t SQUARE FEET SIDE a
7.5' FOR 60' LOTS SIDE - 10'
FOR 75' LOTS PROPOSED FINISHFLOORPERPLANSa28.1' Q Q CONELANAI PORCH CONTAINS 7511 ISOUARE FEET SIDE STREET = 25' CR US'
IL'NMEM? —SCOTT LPc ASSOC, INC., — LAND SUR VE?ORS LEGCHD LCGCNO -
P PLAT
PDA- 5400 E.
COLONIAL DR. ORLANDO, FL. 32807 407-277-3232 FAX 407-658-1436 F FIELD
TYP. POINT ON
LINE TYPICAL MOMS:
IP. IRON
PIPE INN PAL
POINT
Or RCVCRSE CURVATURE POINTor D<
COMPOUND CURVATUR[ 1. THE UNDERSIGNED DOES HEREBY CERWY TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH Or THE FLORId1 BOA" Or CA C ET
CONCRETEMWIINENT RA& p SUR61V S AND YAPPERS IN CFNPMt SJ-17 FLORIM ADMINISTRATIVE CODE PU*SUAHF TO SECTION 472.027. FLORIDA SGTL S[T IA.
I/EIA. duB ASOE NR. MR. HOW -RADIAL 2. UNLESS EMBOSSED N4M SURVEYOR'S SM,NATURL AND ORIGINAL 2USE0 SEAL Mrs SURVEY MAP OR COPIES LIFE NOT V,WO REC. RECOVERED W.P.
VITNCSS POINT J. IM SURVEY WAS PREPARED FROM TITLE RBORAIAWN FURNISHED TO WE SURVEYOR MERE MAY BE OTHER RESTRICTIONS PAR. POINT OF RCGD«
ING CALC. CALCULATED OR EASEMENTS MIT AFFM THIS PROPERIY. Pe C. POINT Or
CONNCNCCNCNT PAA PCONANCHt RCrCRCHCE MONUMENT 4, qp UNDEMMUND hIPROVEAEM' NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. t w0 NAIL L
DISKMAIL & INCDISK Fr. DSLIJILDIND FLOORK LINE I01 DUILOIMG SETBACK LIMO S. THIS --UgWY IS PREPARED FOR W SOLE BENEFIT Or THOSE COMFTEO a AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. wV RIGHT-W-VAV
UL RENCNNARK B. OWENSIONS SHOWN FOP. THE LOCATION OF NPROVEMCMS HEREON SHOULD NOT BE USED TO RECONSMUCF SOUNOARI• UNES CSNT. CASCHCNT LIL DASC
DARING 7. 8EARMCS. APE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEA RX (B.S.) DRAIN. DRAINAGE 8. ELEVATIONS
IF SHOWN. ARE RAIEO ON MAMMAL CEOWITC VERTICAL DATUM OF It". UNLESS OTHERWISE NOTED. UTIL. hrC. VOFC. UTILITr
CHAINLINKrCNCc VOODrcmC[ D. tERnFirwtt
OF AUTHORIZATIONhb.
C,l98. CID CONCRETE BLOCK SCALE -
1• 20 -ti DRAWN BY: P.C. P.T.
OCSC. POINTOICURVATUREPOINT
Or TANDENCY DESCRIPTION
r'ERTIFIEO BY:
DATE ER Tb R. AIIC LENGTH PLOT
PLANT
01-24-2018 433-18 a DELTA PLOT PLANT
05-15-20I8 3065-I8 0 C a SCARING
NORTHTHISBUILDING/PROPERTY
DOES
NOT LIE WITHIN S t. TO CRUSEN BIER, R.
S. 4714 THE ESTABLISHED 100 YEARFLOODPLANE0PERFIRM• IWES
W.
SCOTT, R.
L.S / 4801 ZONE X- MAP / 12117CO090F (
09-28-07)
Permit #
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Sp ' ication Form
1 8. - 2 7 9 9 SCAJF RO
Project Location N N
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.floridabuildino.oro.
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 Hun
Fixed Ply Gem 1500 16104
Awnin
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 CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Undedayment 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 - 2B 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
En ineered 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
a Aml ROOF
MTRU55E5
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
PROJECT: KENSINGTON RESERVE 9
COUNTY: SEMINOLE o
LOT/BLK/MODEL: LOT.40 / MODEL:SANTA ROSA / ELEV:B / GAR R
JOB#: 72352
MASTERM WRCSRBLM a Z
o 6 '
O
N2
OPTIONS: LANAI MORNING ROOM
o
Lumber design values are in accordance with ANSIrrPI 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 A-1 Roof Trusses
JOB #72352 4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block: Model: SANTA ROSA
Address: LOT #40 Subdivision:
City: County: Orange 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: FBC2017ITP12014 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 1 am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0033263 A01G 3130/18 1 13 A0033275 CJ5 3/30/18 25 A0033287 FL11GE 3/30118
2 A0033264 A02 3/30/18 14 A0033276 FG1 3/30118 26 A0033288 FL12 3/30/18
3 A0033265 A03 3/30/18 15 AO033277 FG2 3/30/18 27 AO033289 FL13 3/30/18
14 A0033266 A04 3/30/18 16 A0033278 FG3 3/30/18 28 A0033290 FL15G 3/30/18
V65 A0033267 A05 3/30/18 17 A0033279 FL01GE 3/30/18 29 A0033291 FL16 3130/18
A0033268 A06 3/30118 18 A0033280 FL02 3/30/18 30 A0033292 FL17 3/30/18
7 A0033269 CA 3/30/18 19 A0033281 FL03 3/30/18 31 A0033293 FL19 3/30118
8 IA0033270 CJ1A 3/30/18 20 IA0033282 FL05 3/30/18 32 A0033294 FL20 3/30/18
9 IA0033271 CAL 3/30/18 21 A0033283 FL06G 3/30118 33 A0033295 FL21GE 3/30/18
10 A0033272 CJ3 3/30/18 22 A0033284 FL07G 3/30/18 34 A0033296 FL24 3/30/18
11 A0033273 CJ3A 3/30/18 23 A0033285 FL08 3/30/18 35 A0033297 G02G 3/30/18
12 IA0033274 I CJ3L 3/30/18 1 24 A0033286 I FL09G 3/30/18 1136 1 A0033298 I H02GE 3/30118
The truss dravang(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE. -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the: NO 60p83 isbuildingdesigner, perANSUTPI-1 Sec. 2. tlk
The Truss Design Orawing(s)(1`013[s]) referenced have been prepared based on the tk
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work.
The design therein have been Anthony Tombo III PE Roof
W
4/ criteria transferred to by [At
Trusses or specific location]. These TDDs referred to times 'Structuralalsoatas
w Digitally signed by
Engineering Documents) are specialty structural component designs and may be u nt fi O n y Tombo. III I • •
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Special ` DN,r-u5,st=Florida)
Q
G
Engineer), the seal here and on the TOO represents an acceptance of ne AA,`/` professional TT TT Y1 Eny,een AnthoonyT.I MNengineeringresponsibilityforthedesigntheTrussdepictedtheTOOT01bOofsingleononl;. 1 1 f Tombo. III,
Building Designer is responsible for and shall coordinate and review the TODs for
compatibility with their written engineering requirements. Please review all TODs 4rHall Anthony `'3g
related notes. 04'ep1hT A2 2100 QO 00 004C 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. Seal # Truss Name Date
37 A0033299 H03 3/30/18
38 A0033300 HJ5A 3/30/18
39 AO033301 HJ5L 3/30/18
40 IA0033302 HJ7 3/30/18
41 A0033303 J5A 3/30/18
42 A0033304 J51- 3/30/18
43 A0033305 J6A 3/30/18
44 A0033306 J7 3/30/18
45 IA0033307 M05G 3/30/18
46 A0033308 M06 3/30/18
47 A0033309 M07 3/30/18
48 A0033310 M08 3/30/18
49 STDL01 STD. DETAIL 3/30/18
50 1 STDL02 STD. DETAIL 3/30/18
51 STDL03 STD. DETAIL 3/30/18
52 STDL04 STD. DETAIL 3/30/18
53 STDL05 STD. DETAIL 3/30/18
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 3130/18
58 STDL10 STD. DETAIL 3/30/18
59 STDL11 STD. DETAIL 3/30/18
60 STDL12 STD. DETAIL 3/30/18
61 STDL13 STD. DETAIL 3/30/18
62 STDL14 STD. DETAIL 3/30118
63 STDL15 STD. DETAIL 3/30/18
64 STDL16 STD. DETAIL 3/30/18
Page 2 of 2
Job Truss Truss Type city ply
WRCSRBLM A01G HIP GIRDER 2
A0033215
t 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 MTek Industries, Inc. Fri Mar 30 11:22:05 2018 Page 1
ID:fXMofrMaVb727FFUeY3_NdzegNi-4FSNvBihCgH8lyYORlcnklOwogYgOYSm WOsobzVmxW
1-0-0 7 0 0 13-6.14 20-0-0 26.5-2 33-0-0 40-M 41.0-p
1-0-0 79 ' 6$-14 6-5 2 6-5-2 6 6 14 7-0-0
3x8 =
17
35 36 16 37 1538 39 40 14 41 42 13 43 12 44 45 46
11
Sx6 = 2x4 11 500 MT20HS= 2x4 11 4x10 =
2x4 II
5x6 =
4x8 II 4x10 = Sx10 MT20HS= 4x8 II
7 0 0 13-0-14 20-0-0 26-5-2 33-0-0 40-0-0796614F-5.2 R S 2 i,M 2 7JLn
Plate Offsets (X,Y)— 2:0-2-7,0-6-111,[2:0-0-4,0-1-101.[3:0.6-0,0-2-81.[8:0-6-0.0-2-81,[9:0-0-4,0-1-101,f9:0-2-7.0-6-111
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 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 1871143
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 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 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
2 = 3377/0-3-8 (min. 0-1-8)
9 = 3377/0-3-8 (min.0-1-8)
Max Harz
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, 1441=-4083/11423, 41-
42=-4083111423. 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, 3940=
4083/11423, 14-40=-4083/11423, 1441=4083/
11423, 41-42=-4083/11423, 13-42=-4083/
11423, 13-43=-4083/11423, 1243=4083/
11423. 12-44=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-
94)
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=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
gnp 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 2-0-0 wide will fit between
the bottom chord and any other members 9) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 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 30-114, and 240
lb down and 269 lb up at 33-0-0 on top chord, and
365 lb down and 119 lb up at 7-0-0. 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 24-114. 88
lb down at 26-11-4. 88 lb down at 28-114. and 88
lb down at 30-114, 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) Conunuea
on page 2 teq
hr radh nw.
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AI h6uPn+rpuWSuawtwM I r.uel.Owl ri.I WlgnYlly.fiM rOw.rO.ailrbilde}/.Yrxnl Mt¢r,.rnga/r tl%IrWlaYq d1dR11i t,T./rtY d.!Edlr
rtre.Wgl.Oq my.rrEN.lr Ii6Mrn. Anthony T.80083 111, DE. rregk4..d(eaee.Dolt. en.r101rrd retr*hlrtrrr04bq •worm..IYYIaYmmhMWI&Amain ufp t1µ/fulM1lrt trnvtmemttldmwarrwtrq.,OntGtpUpr.tr.ttaa.h+,.
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Job Truss Truss Type Oty Ply
WRCSRBLM A01G HIP GIRDER 2 2
A0033215
Job Reference (optional) , t
Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes, Inc. Fri Mar 30 1102:05 201 Page 2
10.(XMofrMaVb?Z7FFUeY3 NdzegNi-4FSNvBihCgH8lyYORIrnk10wdgYgOYSmWOsobzVmxW
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 3=193(F) 5=-123(F) 8=193(F) 17=-365(F)
11=-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=1 23(F) 33=-1 23(F) 34=-123(F)
35=70(F)36=-70(F)37=-70(F)38=-70(F)39=-70(F)
40=-70(F) 41=-70(F) 42=-70(F) 43=70(F) 44=-70(F)
45=70(F) 46=-70(F)
req lwutl.gall mlt.aYl UIl OES6('S!lllfl Qr!tl!I(tll{uOtplllCtltnmrt'4t7;uuCR(Kr[Rhn.1"46tq Mwsndrtal on I. t. IwMarl Ift-s Mrfrset tluten.ro tuYrY 01,61
lYltlurtw l'rntWatW Ybnlrlt Ml lit lrm" tgtttrpt.ipol bpn;re tMral l ow"ma www'd tpn*W gwtgmptWlgtop lr b,at"dim talgadart lllaq.aN Mi.hM,p ttttttpw bttgtarrLttmlry Anthony T. Tombo III, P.E. t al.alattmtY" bttlrl ltrr""A"doe(Nat.M Names Wasitpra to ldq limpe•r6mad alas Mat K dh ldlrflgrW dlFl.ltq/trifhl0ldtw bYtufYlmtrlygld4npt,rte r dYwq t14Y0t ngrsNgf *80083 M eaty btp• tr
better, u art mw • Y Ill do psn d pMat al m pdrq bpmrYall YMraa parprtldq nldLlt mrAttra prY peace mi afttLrttptlWtdrmtf4Lnt Mrpr, Imt MtpE¢ae d Imt lMOttal,a7ett wa.w Wrlitttrwtptl.prttOggdprta
rtmN hfna bup ttprnh101 le 4'l; ln p,rrmtflm+bpwlgrlMl 11 gdaelrtann/ddrinl 4451 taxi. Blvd. Fat
Pierce, fL 34946
4ppiplt0}0I6A•Iittl119Sul•luaag1.
Iwt6tW.pI. fepldtmesdnndtmma4*is any lots, uprali60edrilleelYe.rirtwpereittiwban l•Ifedlruut•NAall WWI, ll
Job Truss Truss Type Oy Py
A0033216
WRCSRBLM A02 Hip 2 1
1cibR.f.rerice(optionalle
Al Roof Trusses, FortPierce, 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 Pagel ID:
fXMofrMaVb?Z7FFUeY3 NdzegNj-ZS016XjJ2_P?v67C_?70HyZ7393KPXgb?A90KtzVmxV 163-
12 23-84 370-0 1 40.0-0 41 0 p 9.
0-0 7-3-12 7-" 7-3-12 9.0-0 _" Sx6 =
5.
00 12 3x4 =
4x6 = 3x4 = Sx6 = 8
5x8
II 3x4 = Sx6
We= 3x4 = Sx6 W13= 3x4 =
Sx8 II 9.
0.0 20.0-031-" 40.0-0 Plate
Offsets (X,Y)— (2:0-4-3,Edge2l[4:0-3-0,0-241.16:0-3-0,Edg91,18:0-3-0,0-241, f10:0-4-3,Edael LOADING (
pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip OOL 1.25 TC 0.84 Vert(LL) -0.31 12-14 >999 360 MT20 244/190 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 BCOL
10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.33 14 >999 240 Weight: 183Ib FT = 10% 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 N0.3 1-6 , Right
2x4 SP No.3 1-" BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 4-8-3 oc bracing. WEBS
1
Row at midpt 5-16, 7-12 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation ouide. 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=4891/2615, 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=-315/790, 5-16=-12771802, WEBS
4-
16=-315/790,5-16=1277/802, 5-
14=0/309, 7-14=0/309, 7-12=-1277/802, 8-
12=-315/790 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.
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 gnp 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 fit --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
4a4•
femeYnjy nv.h'e l UpfallejSN[fl am ISMS SOM MUSION MIJIUMM110re.I bMILP( Em,s, 14aWn.t ihuar.ee oalrYfM..'t uleurrsjta,
Mi6nM6ir I11r. tit nelnufaap tgarpt.tp01[.x Lw.gO,v.•ryE•drraAW Ap'gnwAM M r wtwdr ups urt 4.M rr U ",.r A1. 166up.ivepsm awleti mad" And" T. Tombo III, O.E. rw
MhuWgldlghrrtyr,6lr/40.r.6,o.riuercM gfrYMxallnt'..hnnaMe,l1.Llf rl6 Ydl.lgn6dml.lh/nM/h d.;Wa/Y(mttl,611.O nq WYr.I YwgYiYhnyrWnM a80083 10g1np..
e4er.. deem Mo. aOWN pM,.WVMrm dMe M4b M CAI Wntd.ar•pnlpba ml telr, nntr ""shun/LUnbe4..6.,"E*w ad ln,ae.a:r.,.a„ 44515t. Lucie Blvd. A..Iu 6Atl
q.tsea o•eT••4hdl•'a, Mri fYlnu6aMttl.rat0lYbxg6np.,.Im,flM tg.wlrtraLy tpei I am"Ratmeml. Fat pletce, FL 34946 ra(rypip1102011Alled lnue/•
AtkgIfta0e06F.
t.lepnhaindOnlmae6uerytMnnFAinet:ilknIke .nmleteiuimh"AdledUuu,•Admy1.fmblll,p.I.
Job Truss Truss Type Oty Ply
WRCSRBLM A03 Hip 2 1 A0033217
Al Rmf Truecae Fnn Ptnrra FI 9aGeR .Ine' 11rU
Job Reference o uctnal
tgn®a ss.com Run. 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 1 1:22 O6 2018 age 1
Sx6 =
3x4 = 4x6 = 3x4 = Sx6 =
SxB I I 3x8 = 44 = 3x4 = 4x6 =
3x8 = 5x8 11
t 1 0 0i 20.0-0 29.0-0 40-"
11-0-0 441. A nLn
Plate Offsets (X,Y)- 12:0-4-3,Edael 15:0-3-0 0-2-4L 17:0-3-0.Edgel, 19:0-3-0,0-2-4L f 12:0-4-3.1
LOADING (pso SPACING- 2-" CSI. OEFL. in (loc) l/den Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.28 16-18 >999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 SC 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 Weight: 200 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except-
T2,T3: 2x4 SP No.2
SOT CHORD 2x4 SP M 30 'Except'
82: 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
pudins.
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. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1275/275, 34=-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
BOTCHORD
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=4137762,
6-18=-812/543. 8-14=-812/543,
WEBS
4-18=258/401, 5-18=-413f762,
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=S.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 8 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 nonconeurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) except (jt=lb) 2=473. 12=473.
7) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT- form.
LOAD CASE(S)
Standard
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YT. TtxnboIII, P.E.
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eimtumrq.t.eatv 9rr t 11dWet .jto loss Coup 19-blot&A.*ktItl,.hm 11n. hpl.eywq uorxwx+t.trrdrdrlxl 4451 St. Lucie Blvd.
Fort Pierce, FL 34946ptlilh0?01{A•I!«Ibrtut•AaM.rl.l tll,/.!. tepnlratu.loel.nxeel,I.dglrr,itpahiite/:inerteewirte.renittiwdwl•Ildlntut•ArAat1.11at.I1L/.t.
Job Truss Truss Type ay Ply
A0033218
WRCSRBLM A04 Hip 2 1
e 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 11:22:07 2018 Page 1
I0:fXMofrMaVb?Z7FFUeY3 NdzegNj-1ea7KtkxklXsXGiPYIeFpASJcYRf"EgvzsTzVmxU
1 6.6.1 t3-0 0 20-" 27-0-0 33 5 15 404-0 1
6.6.1 61r0 7-" 7_" 6.5.15 6 6 1VZZ
Sx6 = 1.Sx4 II Sx6 =
Sx8 I I
3x4 = 44 =
3x8 =
4x6 = 3x4 =
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360
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 FBC20171TPI2014 Matrix -MS Wind(LL) 0.32 14-16 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 'Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 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=- 11941349
BOT CHORD
2-16=1 881/2840. 16-25=1422/2433,
25-26=142212433, 15-26=142212433. 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=S.Opsh
BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End.,
GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)
zone; cantilever left and right exposed: end vertical left exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip
DOL=1.60 3) Provide adequate drainage to
prevent water ponding. 4) This truss has
been
designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads. 5) ' This truss has
been
designed for a live load of 20.Opsf on the bottom
chord in all areas where a rectangle 3-6-0 tall
by 2-0-0 wide will fit between the bottom chord and any other
members, with BCDL = 10.Opsf. 6) Provide mechanical
connection (by
others) of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except Ut=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 Sx8
II PLATES GRIP
MT20
244/190
Weight: 197
lb FT = 10%
4aI M•i!•gY}mMrm'
alUlFnNfljfNa'tQe1LL lEbltatOc7K6tISl r-InT,1W(RO'i.[el'Yt lnq tmp Mamedrtrtlnre 4n Inp n tlOP,rlY lelgl heY4eLhhw 7hnMNM tln ay.ee aslre.IO•.„ nLlmireM trorMl•btf•aYM asatnUbWfVr•
pa.(teant hpWftWrrt llligan•sampmd0 rdK*+g"tV,-A,al•rm eapxmse0 Nu MWrtr101".&I-A. heapam•pm lrlgamrt rmq Anthony T. ' Tornbo III, D E. owerdbO il—jueyhrnyrtaea!MAr.hO•
iaafxadgefu6laiglwp•,•Y aa•eaBl,taCow4l,mMYgn4owIFl.TMpnrllt tllowr.Wwdaetm ra e m•,eu IrroweramtdllarnpwAthd a90083 a taegMt4eowfrtn•.mortar•111owmpmsowpd arslmlelticegrs•
Wgl tera r(ImplidilPlow txa ofmyndl pwdpAm MI tlarbonpaiNn owe nYoa lmlmp,lm taepbrp dImi Noe.r,.nt 44515t. Lucie Blvd elx.W IAow Itefetaoyow atr •
a h dlenr ara L htnu p f7mtl ecl `161gMya, Indfrnalpnr f eat rMe m ntYadru a n 1eLatl r nLl, Fat Plerce, FL 34946 eppitia0loll 14ledhnsn•lnleayI.[role11,f.
l. lepm(eawdenrammm,aalIII%itpahUd•ideathe+ ftapenaiuieahis A•1led Inrn•lctimy1 ImbIII,101.
Job Truss Truss Type Oty Ply
WRCSRBLM IA05 Hip 2 1 A0033219
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 341346, designQaltruss.com Run: 8.120 is Nov 12 2017 Print: 8.120 is Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:08 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj Vg8VXCkZVbfl9PHW49UMNeVKynwlPjuSUeXflwzVmxT
i1-0-0 8-0.2 15-0 0
i 25-0-0 31-11-14 40 0 0 41-0 0
1 80.2 fr11-14 500 5-00 6-11-14 8.0-2
5.00 12 Sx6 = 1.Sx4 II 5x6 =
2106
a
Sx8 I I
3x4 = 4x6 =
3x8 = 4x6 = 3x4 = 5x8 II
10-0-15 20.0.0 29-11-0 40-"
1 n411-15 411-n 0.11J1 1nJL1r.
Plate Offsets (X,Y)— 12:0-4-3,Edge),-15:0-3-0,Edge1, r6:0-3-0,0-241,18:0-3-0,0-2-41, f9:0-3-0,Edgje i12:04-3,Edge)
LOADING (ps0 SPACING- 2-" CSI. OEFL in (loc) I/deb Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.38 16-18 >999 360 MT20 244/190
TCOL 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 FBC2017fTP12014 Matrix -MS Wind(LL) 0.28 16-18 >999 240 Weight: 200 Ib 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-&0.
Right 2x4 SP N0.3 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-9-12 oc
pudins.
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 guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min. 0.1-15)
12 = 166010-3-8 (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 (lb) or less except
when shown.
TOP CHORD
2-3=-1136/325, 34=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=-130512262,
17-27=130512262, 17-28= 130512262, 16-
28= 130512262. 16-29=- 1306/2262, 15-
29=1306/2262, 15-30=-1306/2262, 14-
30=130612262. 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=3861543 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.
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 OO .=
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 Ut=lb) 2=446, 12=446. 7)
WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
eeel•
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l+ntteeetttlrtblllrMrtl. hlltrt loop tyreQt.yudtl¢dyatWrglr gntetem ae rF6tuY q.u+ImpWigrea In}lei uQthmpmlr6100 edt rYlM hlLitall nbeluoortutlfl Anthony T. Tombo ill, D.E. I
rl to tl ettmtYgMWyhetteyrYM l4Ar.M/.ritetrctleprettdlsl Avp•,rhttmeeer OCMCdeted ltllgtW td lRl tit•x^rt/rlMdo;trtlotldtmtrdte11e0 atgt.rtrler of YegtMYhnyrdlul gl4qWAl4ntne.
ll nMo nsr t a1h0ut0114dpeenePAN" (WOW WVWA MI)PYiteelr M VAVU oturamit petlpru fRl ernn C 2"twe"NiolYLlint ltxp.bet lrn Atoll nplartwt+r, r'nt 80093etW tw.tul/rer lreferuytd
grr.teggtaptn
wthtl Ill lnu Mu'ttptrolGlmltitg ftttZe,rinuStv ftpro let etdg dteetrdrrortelddrntl St. Lucie 494 farilM01111A•Iledlistm-Adbegl task Ill,
lI
lep/lrouednnUmnem,ieolles,nFitdibiMriftoatwinnterekiiwbeeldledtmut•AdM1utl.Imb111,r.I. fortrt Pierce. FL 34946
Job Truss Truss Type Oy Ply
A0033220
XVRCSRBLM A06I HipI 1I 1I I1 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designaa I truss.com
5.00 12
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:09 2018 Page 1
ID:fXMofrMaVb7Z7FFUeY3 NdzegNj-zli0YIBGvnamZsng8gjvbBcEM7_cwE2h8O4xMzVmxS
Sx6 =
SA =
17
lea to u u lea w &W
13
SxB II 3x8 = 44 = 3x4 = 4x6 =
US =
10-1-12 20.0.0 29-10-4 40-"
10-1-12 9-10.4 9-10.4 10-1-12
Sx8 II
e
A
612
Plate Offsets (X,Y)— [2:0-4-3,Edggj [ 0-3-0,0-3-0)(6:0-3-0.0-2-41, p:0-3-0,0-2-41, [8:0-3[11:0-4-3,EdgeJ
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 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 SC 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 FBC2017frP12014 Matrix -MS Wind(LL) 0.30 15-17 >999 240 Weight: 211 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
TV 2x4SPM30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP N0.3 1-".
Right 2x4 SP No.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
MTek 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. 34=3121 /2227,
4-5=-2947/2113, 5-6=-3007/2336,
6-7=-2219/1738, 7-8=-3007/2336,
8-9=-2947/2113, 9-10=-3121/2227,
10-11=-1112/343
BOTCHORD
2-17=-1876/2797. 17-26=-1187/2132,
16-26=-1187/2132,16-27=-118712132.
15-27=-1 187/2132,15-28=-118812132,
14-28=-1188/2132,14-29=-1188/2132.
13-29=-1188/2132, 11-13=-188412797
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; Encl.. GCpi=0.18: MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
I0.0psf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ut=lb) 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
fq•MuYmpt".r.-AIWamrain Vent Qe6t10t114CK(ISIAej t19';I(UCrI06" am tng rap pmn dmlw/n a mlml Imp Ywq(Wdr lAet l 1ar41Lhb=SM W%rvm Wntar.m met aY iihay
mldnrmrchaawrdre. Map wtl /YMmnhol pant mpMdq WO."lr up lnn tans Ol.Q.wY Mi. 166p eugrr.ltlgamtAA" Anthony T. Tanbo III, P.E. t 280083
4451 St. Lude Blvd.
Fat Pierce, FL 34946
q)lilki0fill Adled h.nel•AaNgt.la4,1III,f.f. lepdtliudonbtaeem,ualWtiitpellitt/.itkaoe.nne.pmildwdmA•Itedlnlul A.ell.rl.t.ablq/.1.
Job Truss Truss Type Qy Ply
WRCSRBLM CACorner Jack 8 1
A0033221
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design®aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 1 U22,10 2018 Page 1
I0:fXMofrMaVb7Z7FFUeY3 NdzegN)-RDGGyump1DvROjOzDrSyRoi_XmeJLSFBwo7dfbzVmxR
1-0 0 0-11-11
1-0-0 al 1-11
3ffi
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) 0.00 3 n/a We
BCOL 10.0 Code FBC2017frPI2014 Matrix -MR 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
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation Guide.
REACTIONS. (lb/size)
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=S.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 toads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-&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) 5, 3, 4.
6) WARNING - Please thoroughly review the'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
el..q- FbW Mkt W.• r•'e I In 111121r at1-S GIV91t am At01'11AM1111111MXUCtIM91'hm1.q rdprttln dtdrm..tl•.t" M.gI11Pd` lhr 1 Imblr I" lNew .m d.td- aweVal,.1
Inra:webtll>IrrNhi r110ail N. tt elm kop lq..pt.Spol dpmlht ted.g Nlgaah.•upee d Ypett•M 1gmtgtttp•Idgl.ht metdn ttglttw drdd.4lMte¢.tttY PA. A dcptttt•p••.hryt.o.Lttdedrl Andmy T. Tombo III, P.E.
deal# f.%1b'giddq.Ot teyetedndra0.r.4o.ritnhrtrdepdadMWglevpt•,•htanddh GL40.'dwWMgtWdlM lgpWil ft Mdtw WI.. dft fmL ddq left wgLYYd.r d hteq Malmo*Wlnd 280083
d ltiegMtptdf. tlnttdr•ht lAedsptsttel pddntdeo 4lptetq.m ing lb.epnlJplmltlMndlltentdltta/Y ptedpwd a1.SnMmpnMttt eeWffLhmOetge,lmtlnp Gptrdtmte•.bb.,.nl Jude Blvd.
efd.nt ed.d llefabgtd q.•.rmtgdpatndttl hlnn GtgtgtwhtGlYMYglmpe,rlmtflfeltprr l.tuWp M4elad•dtn. Nde11S1. Fort fat Pierce, FL 34946PieSt.rce.
epp4lil0Hit Adtedltexet•Aftal1.leeAeia,f.L lepredediadfedr.emf,dMll.eyilproliAiled•c1edThe .rideepemiWmhmAdtedfrom -A&MrI.fog atff.
Job Truss Truss Type Ory ply
WRCSRBLM CAA Comer Jack 2
A0033222
e 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 11:22:10 2018 Page 1
ID,fXMofrMaVb?Z7FFUeY3_NdzegNj-RDGGyumpl DvROjOzDrByRol?ameRLSFBwo7dTozVmxR
1-0-0 i 0-11-11
1-0-0 (H 1-11
G_(
2x4 =
0- 1-11
al 1-11
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 010 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 F13C2017frPI2014 Matnx-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
purlins.
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)
3 = 8/Mechanical
2 = 130/0-8-0 (min. 0-1-8)
4 = A/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=S.Opsf; BCDL=S.Opsf, h=25ft;
Cat. II; Exp C; End., GCpi=O 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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) 3, 2, 4.
6) WARNING - Please thoroughly review lhe'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
r q fwee rw....•efuanemrwiurincufrtuneroearcnnsfa f'sr';nucntrrfrt•s:..f,:qr erwmroru:e.mfm:r he.pto.reerrf h.rnrLrre wnrr..n aw:ar.da.rnamr.ry
nld:r:meYo.anrr eh6lierrr.:.h tfosply p..1pv lgrM,eeWagl0l:gam:yeolWMa rgwgnyrWeqMWrnp rtqefnuMmrae.nCrry.r Alh6upa:rp fWq:raaLural AndronyT.TomboIII, PE rn.
atifm.rqeagnrmp."dk0..ah.ee:.scdy+rdwuyewp...dcrenedmrar61bdb4wnwrnu.trpmiddu r.briendt.x.>.yrrrEaq,.wa.rr yrsrwnp en a80083 e
wtrfoarro r uo.mer.rf0ereeMsnrprmnmmprgmfagm.rlav Nrfdnurwen nus wpw mfr...nwmeanrrneofm:rq..fmrenptq.rfmrradvu,.n. 4451 St. Lucie Blvd. q
WU r fyof.e.egrq'Ihare:nr:ML tilme hu fryauarpl 1. teyq Mup,a lnnfpn Apr fgodq Yo ta.nl •:aal4dalKl, Fort Pierce, FL 34946 GppipM
O }l1A A•I led Inueo • AeAeol l.lemhe ltl, r f. lepnleaiee of Ws dmaea, ie eq his, it p:tlihilel rilitel Ae un" perahaw hea A•1 led hoftet • AeAwr 1. hate III, P.I.
Job Truss Truss Type Qty Ply
WRCSRBLM CAL Comer Jack 4 1 A0033223
Job Reference o tional
31`11 Run: 8A eu s Nov 12 2011 Print: t1.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11,:22:11 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-vPgeAEnSnW1101?AnZiB OGAZAzl4vUK8S1B?EzVmxQ
1-0-0 0.11-11
1-0-0 ` 0.11-11
4.00 f 12
2x4 =
LOADING (psf) SPACING- 2-" CSI. OEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.08 Vert(I-L) 0.00 5 999 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
8CLL 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
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. (lb/size)
2 = 129/0-841 (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 (Ib) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=15ft,
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
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 2-0-0 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
4 lose rnp„...,r•lIIV1UiS61•VutrjOEM 4MuaarcnrnIONt'OrJ(UME"his.umrwrMomdnr.m.n,u.,en ItwailrtMrumu,wa e,.rrttolum%MOMmu.,en.n,owaa..v 14tautr,a pn„
wnbnrwYa.l•e ter awlnu wep rtpx,pr,WqurM.mw.n,yns,a.,q,.,4o,ramrgM„Rnv rrra,n4e„y, wuMM.riee,q ,r rui naupn,opwwgmwrt wsr dw mlm,M.
ww.rneMpnauRxera.o.ro.d,.a'urga.e,aupwp,•..D.,.m,e,eLmadrwwrgd,.rnun,exittldomMde.mu,uae,rm.rooiwdr eovp.b9dendr.gd80083 aaw,n,rr,a,laAnthonyy111,P.E. i WgMptt
df, ,tb.tl.xM.
blMdb tw n IpNm,Ib ONRfrpueflEr CA e+pryJpy„ywR (dlLLl nrthn,7l pudp tw VNtl,,,4,a,peJWtdw.e,f4hw,pups.InxAy[wp,M ttl lmt 4nt.r..a4n 0083 Axmu 1/etl Irw[nb gr,
lRr • msq ti ra pwnYtMi h I,n, &up(Rru h r014, WgM,y,n rnu 1pf FRw,e f gwtMy V,OIMINY•tl at n MW a Ilrl 44515E Lune Blvd. GppipM0lpllAlfell [toilet •4MgLlwhwm,rl. teprwlwaiawwl6nlw•erm,
iwwglr4i,prwiih4d.ideaThe tnirtnperon,iwboo A•Iled hnu,•IAwy wLal lwwlll,111. Fort Plerce• FL 34946
Job Truss Truss Type Oty Ply
A0033224
WRCSRBLM CJ3 Comer Jack 8
Job Referencefoptional
Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.eom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:12 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-NcNONan4YgA8dlaMLGEOWDoJBZIRpMkUN6ckYhzVmxP
1.0.0 2-11-11
LOADING (psf) SPACING- 2.0.0 CS1. OEFL. in loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2017frPI2014 Matrix -MR Wind(LL) 000 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.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
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=-1661257
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; 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 psi 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) 5, 3.
LOAD CASE(S)
Standard
r.y•rrrr.poet..aetlxrttrssnrswvtnrurtrr6uodlrcestetlrtvrrxtt(nmrrr,re ruprawndddn mtnttnrre.pmdrleaf I1"Kirwasiv w"MMattarmemralM,rr
trlAnruu YMttOretNMaferrefe Netau Mvp lq rpt.lpsl1..R;aW glr pe m m. daK6tY r t h retprWMMalnpifa uotnsstr/m1 a Wadl.wle PH a6&pmapmbdgao LW 94 And"T. Ttxntro Ill, P.E.
f
derfrt hntrgwpxamr,rw aene.aoneta.cd.p.aatyAwpr..ame ao6arrrrdl.r wt.t nN atlpMd a W wire! Mae sla atL.1deq heft rntp.aI rrnquelist— wgt! 280083
a wq In" rod an. sit tdw aft ModestModestprof d paE tf a Meet regtrr S" rMYpOljpYalh PI dui teetotal• PmPaulP&M MI N tautpuleut Drift ar t tnyr.t:t"Eafte d r tamMr,9a e.
ulf•rlreta,4datna.t^h AP tathei atau leupt9m r W at414 Mega Inutrar repeat fter•W darhfvuoettMYIM, 4rt rc Leeds
Blvd. fort
Pierce. fl 34946 pttithlOttllA•
IteelUatet•AedegLteoAel8.P.1. tepadedieedahdomed. ieall lrr,isrdlymoritlertthe •rimpn ruiehem 1•Italhntu•Id6arT.lmbrB,P.f.
Job Truss Truss Type oty Ply
WRCSRBLM CJ3A Comer Jack 2 A0033225
Job Reference (optional)
moui I cusses, it Fierce, ru saaao, aesignCqa 1lruss.com Kun• 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11;22.13 2018 Page 1
ID•fXMotrMaVb?Z7FFUeY3 NdzegNj-mxOawoiJ8l?FBSYv_If3RLWizeoYp_dcmM147zVmxO
f -1-0-0 2-11-11
1-0-0 2-11-11
m v!
N
2x4 =
2-11-11
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 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 FBC2017frPI2014 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
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 = 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; VuIt=150mph (3-second gust)
Vasd=116mph; TCOL=S.Opsf; BCDL=5.Opsf; h=25ft:
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;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-" 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
aeq •Mr Yadll rev. r'e 1Ix4 fIRS6{'VWrj QI!I1L naf 1t0e7KM11{I9xlln:l'; xu(nEKeler ra letif Yo! Mean reeNrn nrheu Inpreayplvlrr IG n.IsYl r t edam flee leM m 6Mear.ne aera4 n1.1
4lneaamiraN Alrerrr d a n4 yeheu lee'Nape.ydryle exlruA grrigewnam ArrAwAapn p ny Wlq r•rrt Aruye tna gmlar ne.¢.wr Pu. tr rwp euprn.rrgaY.twy
deaeretmerglNlyhreey NefgArAv.rO.ieu vNgefarrrerlwree,.rueuAr9l.rCrrWNY7eWdON.h/edArldd;We»Arlmtrerlra w e,.mwdraqutrrny..ugA AndlonYT.TomhoIll. P.E. r
rtgrtpnr4 oY epM.rtmrrpnedpiMnAraly(rprafeq lA e apIIllplrre1r Mine Ski 01dwadri PkW Rim QN rra raye6NeadMnAr hafA rmf wrmt a Aeva,aw z80083
k`
4'a 4451 St. Lucie Blvd. Araarlrlfe(u+a14m1geea hlhdreteeaMtl htmeua'te euurrlPJq hvpa,arnesrc+hpeaeNrue lOgalaNrro re etatlatlll, Fat
Pierce. FL 34946 eihf0UllA-I ledleelul•lw4e LleesenLr.f. h olwileefthil(emeeel,iea leek if elilBdaiAeefAeadrree eht1 ! 1 M rerbsweh.of•llealhnul•1eAarl.lmlelll,/.f.
Job Truss Truss Type Qy ply
WRCSRBLM CJ3L Comer Jack 4 1
A0033226
e 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 11:22:14 2018 Page 1
IO:(XMofrMaVb?Z7FFUeY3 NdzegNi-K VmoGpK4ROstKklShGubeug3NzTHGEnrQSrcZzVmxN
1-0-0 2-11-11
1-0-0 2-11-11
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13
TCDL 10.0 Lumber DOL 1.25 BC 0.14
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
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 guide.
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 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
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-" wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
e
a
DEFL. in (loc) I/deb L/d PLATES GRIP
Vert(LL) 0.01 4-7 >999 240 MT20 244/190
Vert(CT) -0.01 4-7 >999 240
Horz(CT) -0.00 3 n/a We
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
Weight: 11 lb FT = 10%
tkY•IktYtlawpll n•a.r llnfl OlfSlS(fIWPf Q1!LLLIEItar(OIiIICMlES1Lt'C1TJI(flttlElhflr 4:el Yt4 rmlefdnllHn rOilml" Ell.glW.W r Idol I lwkltlt fdlrn LMMLr1M wet
M AYal
WIAtelrlpfteuntlrrllar.al Idelnalu¢IgN(1r.y t yuwrRlM:yerm.Syr xrretmr.r..:gMMwWrra,4xrtywr:Mamr.rmtrq.reenu ae aMnve.,.ld,lu,mnwlrn Anthony T. Tombo III, P.E.
dMdMlafrgWghruyrdm!drAm.YO-ritttrtrder.arMl6yMap•,.rto" drel,r0.drhd6Yalrod91.IlttpnaldibWdr!1dlMdel tat.aLrlldl m4p.tlOWdargdell ralastwed Z81 3 r lddglnpnd (we".
Ao,taw. rltld to lammed reed ilk MEgtrlre al.M limpWd d 9tentdaadU pdFftL%Ikiwi rtnla.1.tldMngulied ingr.ItMM0 Ee ggd tat d.Mgea,r'nt 445t St. Lucie Blvd. Aare Mdgefdeagd"aaygd1fort Pierce. FL 349d6 Pft"tl
hltM Md*Edl.ta It eClrrlatlttyta,al:Mf!meF/pwdtprWl rlquid R:mnnMdallll gpilA101111 A•I fed lnun • Aaleg l.Im e
UL fd. RepdMiu dtkk d mmd, tl ay iva, is 01 dibitef airhp tle win" petrttim beg A•I led ltntet • Aethwt l.leatelll, r 1.
Job Truss Truss Type City Ply
WRCSRBLM CJ5 Comer Jack 8 1 A0033227
Job Reference o tional
c, -r. .>r.a.u, uesfyn%u a f uuss.com Run: 8.120 s Nov 12 20i r Print: S.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:14 2018 Page 1
I D.f XMofrMaVb7Z7FFUeY3_NdzegNj-K_VmoGpK4ROstKklShGubeua8NwyHGEnto5r6Zz VmxN
1 1 0 0 4-11-11
1 0 0 4-11-11
4x6 11
1 4-11-11
4-11-11 i
Plate Offsets (X,Y) - 12:0-0-12.0 1-121, (5:0-0-0.0-1-121
LOADING (psQ SPACING- 2-" CSI. DEFL. in loc) I/deft 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 10.0 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 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 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
puldins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
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=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
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) 5, 3.
LOAD CASE(S)
Standard
bfq•lrerrrrAm fw'e l lxiltlril(1{'SNn ROLL UN A(Otto AM191at'KI l(tieffla err.. Irq rap pnaodrd.arrnf Lnf eK re.
alwrffrrin,toarewrrtlerr.re ffatrwflmPlfTeape,spgtgrf,rw.ryalrgeeoe
P 9II1PrrerJryllrrRll IAxuf ire Mn ee Ynt.trnr arlrrlll,Y
Zt rlmaan twfrryrxghrreyrfrlrlYQ-w.ro.ritmCrlnor 4 _ fO
arPOtud AwatnyrWgrrrtPartgl hrssegtlNrrlO rq. wN lM11.hM,p nlwpw.411q wort url/1 Anthony T. Tornbo ill, P.E. IN
agriper(W.M.d nwr.rmewwMm,.lplm,xre+pt %delth rpyy h( w d
to GLS*K me 'tm
ti ei'"
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lmuf-Anlagl.la mIll. I'l. t111011liaaofIlk dKaem,iafly lug, fttralike/.illenIke wtmpnenw. him A-Itell Inniel•Itlliall.IN*$1ll,r.l.
Job Truss Truss Type Qty Ply
WRCSRBLM FG1 FLAT GIRDER 1131 A0033228
Job Reference (optional)
AlRoof 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 11:22:15 2018 Page 1
ID.3cbD60A9icxoTnUUN8i_XizeZZI-oB391cgyrlYjUUJxOOn88sQiSnCE021w34rO80zVmxM
2-103 5 1010-58 t2-11-15 1546 180 t3 2011-0
2.10.3 2-B-7 I 2 6 7 2-6-7 2 6 7 2.6.7 2, 7 2-10 3
3x10 = 1 1.5x4 II 1 3x8 =1 3x6 = 1.4x4 11 1 300 = I 1.5x4 II
29
1A 11 19 18 17 16 15 14 13 12 1EA20
4x4 II
4x12
6x6 =
3x8 = 2x4 II 3x8 = 2x4 II 4x12 = 4x4 II
2x4 II
Yal
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.71 15 347 240
BCLL 0.0 ' Rep Stress Incr YES WS 0.65 Horz(CT) 0.06 11 n/a n/a
BCOL 10.0 Code F13C2017frP12014 Matrix -MS Wind(LL) 0.22 15 999 240 Weight: 348 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.2 'Except'
Wt: 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 10-0-0 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=S46/0, 3-19=-6821/0, 3-
17=0/705, 7-14=-650/0, 5-14=-2597/0, 5-
15=0/886, 5-16=2791/0, 4-16=-655/0, 3-
16=012279, 10-12=0/6938, 9-12=-708/0, 8-
13=0/724,8-14=0/2050, 8-12=-6852/0 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 8).
unless otherwise indicated. 3)
Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed: end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 4)
Provide adequate drainage to prevent water ponding.
5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 7)
Load case(s) 2, 14, 15. 16. 17, 18 hasihave 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 lb up at 5-0-0, 282 lb down and 84 lb up
at 7-0-0. 282 lb down and 84 lb up at 9-0-0, 282 lb down
and 84 lb up at 11-0-0, 282 lb down and 84 lb up
at 13-0-0. 282 lb down and 84 lb up at 15-", 282 lb
down and 84 lb up at 17-0-0. and 282 lb down and 84
lb up at 19-", and 342 lb down and 92 lb up at 20-
8-4 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 8 CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT-
form. LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.00 Plate
Increase=1.00 Uniform
Loads (ptf) Vert:
1-29=-180, 10-29=-60, 11-20=-20 Concentrated
Loads (lb) Vert:
1=404 10=-342 2=134 7=-282 21 =1 27 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 (ply 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 (bat.) + 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 (bat.) + 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 (bat.) + 0.75 Attic Floor + 0.
75(0 6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60 uontlnueo
on paqe z tx.
4•
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Fat Pierre. FL 34946 epnipk 0 Nll A•I led lmwt -Wwy 1.lowN 10, lJ.
lept leaio Id rl'n harm, is ay tr., it III&W/ic rhe the nian Leta htio bee A•I led brut • AtA ay1.101b19, F.I.
Job Truss Truss Type Oty Ply
WRCSRBLM FG1 FLAT GIRDER 1 3
A0033228
Job Reference o tional
1 Roof Trusses, Fort Pierce, FL 34946. design®altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11;22.15 2018 Page 2
ID:3cbD6QA9icxoTnUUNSi XizeZZI-oB39?ogyrIYUUJx0On88sQiSnCEOZlw34rO86zVmxM
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=24
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
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 (pin
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=5
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
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ans Iv" t/h twit nkhh•tl all hglt P1q"pr.fM.MIIg••iti tN•h lrlgmafa•Itpa/•1 phW/ NPwrk ltlpWlh low kM/4 itll tm Rini ad* SO.dr IVA. htrt.pnwteNf,IdgNtOt,Wllt i1fl tMrT.Tanlxkill, PE aiw
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fat Pierce. FL 349e6 1Ol011A•I INlllttut•A•nit t.lim6/tl1 li. t/ltkll / ttlltdtalttilOnitmaen,ltall too, lf takW(W•lkt/Ilkf•IIIhtItrOlftlNbee k•1hill tlnitt•ttlhYrLlttLtIII, 1I,
Job Truss Truss Type Qy Ply
WRCSRBLM FG2 Floor Girder
A0033229
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®attruss.com
1 5x6 =
Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:15 2018 Page 1
ID:fXMofrMaVb1Z7FFUeY3_NdzegNj-oB397cgyriYjUUJx0On88sQmKnFE02nw34e080zVmxM
2-7-7 2-7-7
1.5x4 II 1.5x4 11 5x6 =
4x6 II 4116 II
LOADING (psf) SPACING- 2-"
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 FBC2017frP12014
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
purllns, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 2595/0-6-14 (min. 0-1-8)
5 = 2494/0-6-14 (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=0n91, 7-10=0/5400,
10-11=0/5400, 6-11=0/5400, 6-12=W763,
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'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-941 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 (8) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (8).
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
CSI. OEFL. in loc) I/deg Ud
TC 0.48 Vert(L-) 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 1st 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 lb 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 2441190
Weight: 96 lb FT = 10%
y y.ti,,,e..+y,...•eltlatmcmrum taruinneuatanenaln.l'tna;uutntwurre.a 4r rm d.ruM.ee lm a a.rpm,.ru+.l.u.rartahnrwnwh.ae a..e,aw mmt.l
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ew.wu.rgit"drd".""I?doe"ind,d ntm+a.xt.outrtri aow..h,uttm+ap..Mrml uaraoe.•no.e.tKl.
fat Pierce. fl 34946
gnipk0101AA•Itedhetset•Ad1egl.lend ILPJ, tepmrediud11hd mmm,idallr.,isFdAm ilANlThe .,ixnpmmnsiedhmA•Itedlmtset•AeMefl.fob III, P.1.
Job Truss Truss Type City Ply
WRCSRBLM FG3 FLAT GIRDER 4
A0033230
Job Reference (optional)
Al Hoot Trusses, ran rlerce, M salAab, aeslgn(galuuss.com
3x8 =
Hun: a.12o s NOV 12 "2011 PrinC 9.120 s NOV 12 2017 MTek Industries, Inc. Fri Mar 30 11;22:16 2018
1.5x4 1.Sx4 II 302 =
63 — 7 248
V f 1 25 15 26 14 27
13
28 12 29 11
30 10 31
t e
16
4x6 II 5x12 = 3x8 II 3x4 = 2x4 II 3x8 II 7x14 MT20HS=
9
4x6 II
2-9. 7-10-2 10-4-6 13-2.9 15.E-10 18-"
2-6-3 2_r3 2-10.3 2 6 2 2-9-14 1
Plate Offsets (X,Y)— 12:0-3-0,0 3-01. [3:0-3-8,0-1-81, f6:0-3-8,0-1-8), [10:0-6-4,0-4-81
LOADING (psf) SPACING- 2-0-0 CST. OEFL. in (loc) I/deb L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.33 12-13 656 360 MT20 2441190
TCDL 10.0 Lumber OOL 1.00 BC 0.95 Vert(CT) -0.67 12-13 322 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 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'
81: 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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Except:
2-2-0 oc bracing: 12-13.
REACTIONS. (Ib/size)
16 = 4222/0-7-4 (min. 0-1-8)
9 = 392810-7-4 (min.0-1-12)
Max Hor7
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
1-16=-4852/51, 1-17=-12515/0,
2-17=12515/0. 2-18=-12515/0, 3-18=12515/
0, 3-19=2443210, 4-19=44432/
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=
011347. 15-
25=0/1347. 15-26=0/24432,
14-26=0/24432, 14-27=0/24432,
13-27=0/24432, 13-28=0124996. 12-
28=0124996. 12-29=0/24996,
11-29=0/24996, 11-30=0124996, 10-
30=0124996, Continued on paqe 2
BOT CHORD 16-25=
0/1
347. 15-25=0/1 347, 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=011275 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, 6-1 0=-1
2435/0. 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 0-94)
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 (8) face in the LOAD CASE(S) section.
Ply to ply connections have been provided to distribute
only loads noted as (F) or 8), unless otherwise indicated.
3) Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.
Opsf; 13CDL=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 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 2-0-0 wide will fit between the bottom chord and any
other members. 8) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) 16. 9)
Load case(s)
2, 14, 15. 16. 17, 18 has/have been modified. Building designer must
review loads to verity that they are correct
for the intended use of this truss. 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 lbdown
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-
04. 795 lb down at 7-04, 795 lb down at 9-04, 795
lb down at 11-0-4. 761 lb down at 13-0-4. and
1003 lb down at 14-74. and 1003 lb down at 16-74
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 (ply Vert:
1-24=-182,
8-24=-50, 9-16=-20 Concentrated Loads (lb) very•
mrrvm•rryY,rr.
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l/e11Mmw ,MYr141 d1111uedeawY prY rltt Ul mrrtfrntMed{dtrMn/4hntOrtge.hetlrylgrrerhrft nlpe.rdu "St St. Lucie Blvd. De.wwrprtaagdgw•myhe,eutrrhd htmthrr't*.ehrtlrwc,IMupe,r lnu4ptbrmefyMy 11gaTdMaanlrWrlN1. Fort Pierce. FL 349e6 rpiliol0fill AI!nlInssn-Wily
1. hook Ill. 1.
1.liptrirdilldAn/rroerm,asly lam,isprA4itrd.itArmdermthrlermitdrrhem A•Itoot Irnus•AmhnrI.[orb Ill, r.I.
Job Truss Truss Type Oty Ply
WRCSRBLM FG3 FLAT GIRDER
A0033230
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®a1 uuss.com 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
ID:fXMofrMaVb?Z7FFUeY3 NdzegNi-GNdXDyrac3ga6eu7a61Nh3zg8BTEl?v3lkayhSzVmxL
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 (pin
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 (pin
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 (pin
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) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pin
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 (pin
Vert: 1-24=-111, 8-24=-29, 9-16=-20
Horz: 1-16=-5
Concentrated Loads (Ib)
Vert: 1=88 2=47 5=53 17=5918=47 19=53 20=53
21=53 22=53 23=53
ifuq.
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Wldieimijntuirneieiaro rm yeirmlmpf¢aQe.ffy.M,atwrglllrgmma uKr dprnuWgwrolrtyrWlatre:ut}rtq Lm4ee IratOlq.we t41 blwpm ge nhrq:rmw wl Anthony T. Tornbo III, D.E. dmotoIaig. ldlghYiapuerden06"40itairvde}f dst u"OfIkw.anonde.OIL@daibdl YgdiidMI ilipiiiM Oiipd;edlnedmtmtWyldilrniMaieeardti gYlrWatlreNrl a80083 01leyyfMtp dfeeeen.QN IYne:lNMdexlnretimelfwa
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1 le fieeeem d6h dwee o, is al fan it pal:A4e1 rithem ibe iitiee feieuttio fin A•I led lietut-Windy 14de ill, P.I.
Job Truss Truss Type Dty Ply
WRCSRBLM FL01GE GABLE 1 1 A0033231
At Roof Trusses. Fort Pierre FT 3aaaa 4—in..0hw.,,...... n„_. , .,,, _
Job Reference o tional
av a..a..v 1—w- m icK inausuies, Inc. rn mar J0 1j:wz:17 2oia Page l
0,g
IO:fXMofrMaVb727FFUeY3 NdzegNj-kZBvOHrONMoRkoTK8ppcOHWB6a19UdUDXOKVDuzVmxK
Fi - 0.,1.8
1 2
I
0
YI
32 31
3x3 = 3x6 FP=
t A c n - - .
30 29 28 27 26 25 24 23 22 21 20 19
3x6 FP= 3x3 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 00 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(ffat)
SOT CHORD 2x4 SP No.2(8at)
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 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
CSI. DEFL. in (loc) I/deb L/d
TC 0.08 VeR(LL) n/a We 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 17 n/a n/a
Matrix-S
fC3
4
d
18 17
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 10%F, 1096E
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A..Iu r..t y. WhOM q...E4 Ar m$wM Ik 4ntkt*Iq ek.alrldhy kt*e,•i.r 4+Inf w tw t.:ey raupW.trnnntl•N.gI 4451 St. Lucie Blvd
Fort Pierce, FL 34946GhtyM0t11aaIttdfnsut ItA 1 1, tt kt ql./i. Iryrdtmu 61 Ait Ien eA, i. a1 ht, a p kikdel .iRtA Ike nAa µ.rout has ad 1 tl Intut • a.Wry I.ltelt IN, F.I.
Job Truss Truss Type Qy Py
WRCSRBLM FL02 Floor 6
A0033232
I Job Reference (optional)
Ai ecaor trusses, ran r-eerce, rs. sayao, oesign(aja1uuss.com
0-1-8
H 1
2-6.0
I
1.5x4 II
1.5x4 = 3x6 = 1.5x4 II
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
ID•(XMofrMaVb?Z7FFUeY3 NdzegNKIIHedsr8gwlLy2WhXKrmU2BT AdDw9M12331LzVmxJ
2-3-8
3x4 = 3x4 =
d I
1.5x4 II 1.5x4 II
3x6 FP= 3x6 = 3x6 =
a 7 r a
3x6 = 3x8 MT20HS FP_— 1.5x4 II 1.5x4 11 3x8 = 3x8 =
3x8 =
18-5-0
11L, n -i
Plate Offsets (X,Y) - 1:Edae 0. -0-121, [2:0-2-12,Edge], 14.0-1-8,Edgel. 15:0-1-8,Edgel, 8.0-2- 22,Edge), [10:0-3-8,Edgel, 17:0-1-8.0-0-121
LOADING (psf) SPACING- 24)-0 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 100 Lumber DOL 1.00 BC 0.83 Vert(CT) 0.41 11-12 528 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 10 n/a n/a
BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 92 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flal)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 980/0-3-8 (min. 0-1-8)
16 = 992/0-7-4 (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=0/1908
WEBS
8-10=-2081/0,2-16=-2031/0,8-11=0/1326,
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 X) 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
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AnthonyII80083T. Tonstio III, P.E.
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prilki01h16&.1herlwtses-Anlutl.tookHL1.L lepddOn ecia.laoaem,ueglme,isFoothhed.idM6e«mtnpmisdNheal•Iledlrme•1eArr1 leete6l,rl.
Job Truss Truss Type Oty Ply
WRCSRBLM FL03 FLOOR A0033233
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11i22:18 2018 Page 1
ID.fXMofrMaVb7Z7FFUeY3 NdzegNj-CIIHedsrSgwlLy2WhXKrmU2Jn_JID3TM1233ILzVmxJ
In
0-1-8
H 1-2- 1-3-0 1-11-1 0H8
1.Sx4 11 1.5x4 11 1.Sx4 If
1 24x6 = 3 4 30 = 5
L I III.
8 7
I SYA 11
A
4x6 = 1 5x4 II
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) 0.02 8 999 360
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/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORO 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-8-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 294/0-9 1 (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. 4-6=-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
3x6 =
12
ISM =
PLATES GRIP
MT20 244/190
Weight: 34 lb FT = 10%F, 10%E
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I dwdMlm,M Idpmm y.vYNdmA I.mO-a,am4dq.ammWglulp r,.mlm,edmECMY:ImmdMJglWd(KI1rt,pnadml0lre.YxMdmInIL.M 1 IYlnrgl..WrentlrrtgYflYmlly alUd ony?8pg3lll,DE
mmb k,purrelns.un,mu:ml0ormpo.,rpNY,amrayayYrtaa r.e.(mQrrmrMArw,mlevntlr p.apJ.o R.I r1Y,Moylwunrw,eLhMaapr. tits a,p rq.erh,u mwn.,.Lu
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3494FatGlerce, FL 49<6
ep„i1A10fillAdladlnnet•Amlegl.hnde10.11. brad.airrdd'nl.mmm,meegfun, itpalibbed idemdeninnlelrittie.bmAdlad hetut•Aedall.lmlelll,111
Job Truss Truss Type Dry Ply
A0033234
WRCSRBLM FL05 FLOOR 5 1
Job Reference (optional)
At KocsT Trusses, ran e-terroe, rL a4tKa, aeslgnigJaitruss.c )m
0-1-8
HI —
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Mar 30 11:22:19 2018 Page 1
ID:O(MotrMaVb?Z7FFUeY3_NdzegNjyyl(rtlTv_29z6diFEs4libK000yLuW ipcHnzVmxl
1 2-3-4 2.5-8 I-j N-8
3x8 = 3x4 = 3x4 = 3x6 FP-- 3x8 =
w S A 7 A a
3x6 = 3x3 = 3.3 = ktf112
in 11 » 1AIA
I
26 25 24 23 22 21 20 19 18 17 1615
3x6 = 3x8 = 3x8 MT20HS FP-— 3x4 = 300 = 3x6 FP= 300 = 3x6 =
1.Sx4 SP--
20.9.4 24-t0 4 26-4-4 B 8
d_.JI 1 J
Plate Offsets (X,Y)- tEdge.0-0-121, j2:0-3-12.Edgel,16:0-1-8•Edgel,19:0-3-0.Edgel.[19:0-3-0,EdgJ,121.0-3-8,Edga],123:0-1-8.Edgel, I25:0-3-12,Edge], 27:0-1-8.0-0-121
LOAOING(psn SPACING- 2-0.0 CST. OEFL. in (loc) I/deb Lld PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) 0.56 23-25 437 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.77 23-25 318 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 16 n/a n/a
BCDL 5.0 Code FBC2017/I PI2014 Matrix-S Weight: 134 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(Sat) 'Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) *Except'
132: 2x4 SP 2400F 2.OE(8at)
WEBS 2x4 SP No.3(Sat)
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 = 109110-7-4 (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, 9-19=-2449/0, 2-25=011594, 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. 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. 6) WARNING -
Please thoroughly review the 'A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT' form.
LOAD CASE(
S) Standard 4q.
Ihw ..
gy rw•a'111131116t8rialln rAt.aw..
N/.1al.
i.lmIng,
he,w.lmet
rt•
ilwpl.rltrh46r•.
t•unp•.•m..
alamh.;
A.
rMa•nrn./ar.
leioi.
t.
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11 LmMrwtln„sxnuad rMin..y lit mu:1*0p..tpq(".qrw«
nd1a.x•...wOeedldROMOP+m401aMVIM yxruAIlaru(-6U".-OMi. Anthony T.Tomtolit, P.E. rrugwlli.irrwlWqu..rIPA. ngmlde.Mal . bell mnrtm.aYlrft
mq.•uarr" am r la ny-64d z80083 remotepurrsn. dam seem. 6M.MV.ronrPabst aaa+q(rn.(
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talk ispnAM-dull so -dim udtBnhis A•
Ilust heun•IeAry1.lwtedi,K r
Job Truss Truss Type Qty Ply
WRCSRBLM FL06G Floor A0033235
Job Reference (optional)
0-1-8
Hi 2-
c 1
30
4x8 =
MSH422
402 = :4 =
2 V43 3
ul o-u a Ivuv I c cu I . vnnu a. 1 Lu z Ivov 7 L zul r MI I eK maustnes, Inc. Fn Mar 30 11(22:20 2016 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-88s22Ju5gHAObFBupyNJrv8U orVhgmfDMY9gbzVmxH
1- 2-0-0 , 2-14
4x6 =
3x6 = 3x6 FP=
5 6 7 8
2928 27 26
3x8 MT20HS FP-— 5x8 =
Sx8 =
25 24
3x6 11 3x6 II
4x10 = 3x3 II 3x3 =
9 10 11 12
23 22 21 20 19
Sx10 = 3x6 FP= 4x10 =
8 1 _I -I 4-8
3x3 = -"h2
13 1415
1 I, m
I
d
18 1716
3x6 =
LOADING (pso SPACING- 2 0 0 CSI. DEFL, in (loc) I/defl Lid 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 FBC20171TPI2014 Matrix-S Weight: 163 lb FT = 10%F. 1096E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
Tt: 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat) 'Except'
B1: 2x4 SP M 30(flat)
84: 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 10-0-0 oc bracing,
Except:
6-0-0 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. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6050/0, 3-0-6065/0, 4-5=-7230/0,
5-6=4230/0, 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=-1561407, 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 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
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 (8).
10) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead r Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 16-30=-10, 1-15=-100
Concentrated Loads (lb)
Vert: 4=-849(F)
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efuluwep*1 agog: lrm M%Id Ill I'M 9111P,rld.uhs
Ia* ll4.
dd.
f4liAIrI Mug bf.N and rYlll.rj
Imp etaw.fpniter;r WrryIr14ndKelupeedd Praur gw'MnVrulY1401Mp1rt llnuhWdrbIOlrh.rle RLI I Inp eu¢q.Irglm trhrrIlt1lnxYrylddalxrnymddglfrAr.60.rin6cd.prh WNIOwN,l6 nmad6 L[C rlMhd ldgtW rfM Ih dd01ll1r r; YxmdYltnlrJdYllr gtlp..pler rYeglilOY rinyrd141 Anthony T. Tembo III, P.E.
ra.w q fraq.San Ida 4IdNalrspIIdIr `E o&j4Ip"S"W+rPviphh"4Mew goO'dwaut 4451St8L
e8hd. prlpdn
INI mIrlLnymJltllrmrll4Lnl Mvpu.6rlelpfaplrluu 4lM. !,r'rI up +
mull ICI A. IAdnj ;pd.r Inu Sfw brm goal udiq amWdr•anmdad•IM. r
i M0101/&•10r fIIIIIl• fat Pierce, FL 3494ti M17
Mlarltrl/01,/1.lepnlWq.dnnl.maem,uullreilptllael.ideede.Iixapmittiwh/ellledhnul•Iuhrrt.tublh/.t.
Job Truss Truss Type Oty Ply
WRCSRBLM FL07G Floor Girder I I
AO033236
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com
1 1.5x4 II
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:20 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-88s22Ju5gHA0bFBupyNJrvSYKoxQhvC(DMY9gDzVmxH
2 3xj _ 31 5x4 11
1W 1 y 1
3x4 = 3x4 =
3-8-0
Plate Offsets (X,Y)— ll:Edae.0-0-121
LOADING(pso SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 072 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, 1096E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
SOT CHORD 2x4 SP No.2(6at)
WEBS 2x4 SP No.3(6at)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 348-0 oc
pudins, except end verticals.
BOTCHORD
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 (8).
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
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WTa l.lul lee+adrndwrlm.11 m1 h lw M1}lq.eft.frn!(terla)rrdrq nllvluureq.udrlldnur eq.I,7uyrdMYdl rtgdr u}IIm1lgWrrnl.6,rle lnl,hkyl rredte YAl uf.rtrrde Anthony r. Tombo 111, D.E.
d swifts IM16 w MMMhrrtq.d"oft am, r0-WIVIsow we. bbUn hqe.. h lflxd r. lltr Kr r ld raqurd 11M. Ill p..IdklMrrM W-ulr Mu .hY(IY Ir*,.WMrr e.q udrr nq.a
rt wlM,l.lrlrm urM,..I.r tarrant.,rerl..xrwryaw.We, lrw.PtsGrrl.w 1. mrsul.11en.wr(..d l,r., m1tr,„ru.r.,ra„rrrldlru.uela.,h.urlyu lllrun,n.we...rn =
BOOBS
ale-wrsrlry,frepgr r.-arygAptel.+IM h4rlMlglgrnhetlYrl6qMlqa..hntt!dpllp.dwW Ohio dtenar00.1111
oil,
er Lucie3494fa: Pierce, FL 34946
ylso0201/1-1led haut kile"1.task 111.Ff. Itpt4madllitda.eetyi.allrr,apAPubdwdk lM.10"faeitda6u1.1lid filtus•Aenugl low In, ff.
Job ss Truss Type Oty Ply
WRCSRBLM FLO8 Floor A0033237
Job Reference (optional)
0.4-0
1_3-0 2-6-0
Sx6 =
1 2 3
3x4 =
4
W re. G. a CV 5 NOV 14 w i r rnnc a. i eu s Nov 12 2ui / MI i eK inauslnes, Inc. Fn Mar 30 11;22.21 2018 Page 1
ID.fXMofrMaVb727FFUeY3 NdzegNi-cKOOGfuiRbltDPmSNfuYO7glNCDXOKdpS0liMfzVmxG
0 q2
4x4 = 4x4 = 3x6 FP-- 3x6 = 3x4 = 3x3 = 3x3 II
5 6 7 A a in ., .e .1 ..
li
3x6 = 4x6 = 3x6 FP= 3x,0 = 3x6 =
3x4 =
20.11-0
gig 13-8-8 20-S-12 2 1
13-4.8 6.9-4 0 -0
044
Plate Offsets (X,Y) - 11:0-0-2.Edgel 16_y_ 0-1-8,Edge), [11.0-1-8.Edgel, SPACING-
2-0-0 CSI. 21:
0-1-8,Edgel,124:0-2-12,Edgel LOAOING(
psn DEFL. in (loc) I/deft L/d 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 F13C2017[rPI2014 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' 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 10-0-0 oc bracing. REACTIONS. (
lb/size) 1 =
700/0-3-8 (min.0-1-8) 16 =
336/0-3-0 (min.0-1-8) 19 =
1220/04-15 (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, 34=-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=0/121S. 19-
20=0/1 215,18-19=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, 8-1Sim- 1516/0, 8-21=
0/893, 7-21=-441 /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 4ey
ttee•.
a.+1,rr eh'11UWICfWrx11Vj glint "tic at01xKKr61111CMr Allen Keler Wa ferry Yi4 rumpey ant e nrre 0,Inp Ya.gl@Prr41,I law 41t Imenef4aefMan tleeseaerem wdrrIll,y Wlnavmrtxn unrnelrr
MOW-eY natrntlmp tgeupe,yenmltepees Wrr,Illr•m er'cedrperemed nrynhtnyrulery Mranp4rtgelme MaMrrllledt.r RI hlevpunepalergarree eed•, eelerA4o r;
n,rtA tedynrny.,e M ra.n.ro.eee.cw.p.rrt.leryeupn,.rmn rlK,raerrwrla q na er nu. Re gndrr t0l Vale!Mn.0rtme.02" rfymrge.sudaeerrwltVnr v.."euntt Anthony Tombo lll, P.E. r teuq
Map w4aea, a..e maser Ilh Ir pamnatlpmree dr feeyteyrmYery td+mrptY 1dLdnfl to nl f W neel me/r p tl pao al iee r z 80083 nyraNen lrana`rhne Oeup,lnn 6tp(yi e eatfmt reN.,Set 4451 St.
Lucle Blvd. A.mfeaWa,efaMayetlgr.e0 l, e7 ptnrmef. htnuC.agetapmhrClrlaJglnp,n lane f,oatepu Prt aeerr agfrtel retnradeelatM 1. Fort Pierce,
FL 34946 eltnlM O
lOII A I Peal leasus • Aethay 1. la.6e W, /.f. leltelediae of dn,enar•, i eq too, is ltahehde4 Qbeat the amnee letatiuiae ham 1.1 leaf leesus • Aml ear I. Ierhe m, l.I.
Job Truss Truss Type Oty Ply
WRCSRBLM FL09G Floor Girder 1
A0033238
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 MTek Industries, Inc. Fri Mar 30 11:22 21 2018 Page 1
ID:fXMofrMaVb727FFUeY3 NdzegNjcKOOGfuiRbltOPm5NfuYO7glOCIROOTpS0ljMfzVmxG
1.5x4 II 1-3-0 3x3 =
1—0 5
1 9 2 3 3x3 = 10 4 1.5x4 11
t w3.• Wt
1.Sx4 11 1.5x4 II
7 6 5
3x4 =
3-5.4
3x4 =
Plate Offsets (X,Y) - 1:Ed9e,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.01 5-6 999 360 MT20 2"1190
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 FBC2017frPI2014 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
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 109410-5-0 (min.0-1-8)
5 = 798/Mechanical
Max Grav
8 = 1094(LC 1)
5 = 798(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-8=-563/0, 2-3=-792/0
BOT CHORD
7-8=0/792, 6-7=W792, s-6=on92
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 (plo
Vert: 5-8=-10, 14=-100
Concentrated Loads (lb)
Standard
Vert: 9=-779 10=-749
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iNtirNwok.
OdYAbftI@%M.Nlstlmt Atq re0..spret trlue duNeglMnreafraagNwNdorMWwNnget VlnYYI" ONaKN hnt lgml Yll ehr.11ll,hYy etnAn rgan..rNr. Anthony T, Tombo 11I, D.E. rnlNMhntYelb*
JR6etrfiktNhhae,6hntll Wn.Mq.u.YMhy Mvplf..Yupe/O.gLO.Q(riYtilMly r.rU1.A.MMINi.IMrg4Ne1NY11et.6iq r07tYgI...alrrkagYd4MnI eW.i '8 3 e.
ryrwr.rtrae u.Neu. N.D.OWNtnemrt.rrs.mwy<.aMseMw.erlmgruurr.mrun. di'molrt..rtru. ., aiw..r..u.uawrre e.rM.hy.nwr.ratge.rue.N w,e.r.e 4451 St. Lune Blvd thiiakwNt..elyd.tNl For, Pierce,
FL34946 rtry1l010111AI1WWut Aed.rytleeh.OLtE ItpMeaiwdllitkneed,
i.nlhm,npehilNelrukalrte..mnferotiirhasAIlidIurut AeMNyl.10MI11,fl.
Job Truss Truss Type Oty Ply
WRCSRBLM FL11GE GABLE 1 1 A0033239
Job Reference (optional)
0 1 2 3 4 5
9.
la
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?27FFUeY3_NdzegNi-SX_oT?vLCvOkg2LHwNPnwKD2ubkK9ukygg l G d,6zgVmxF
H-
3x3 =
6 7 8 9 10 11 12 13
0
1
l
In
1 1 1 1 •• 1 1 1 1 1 1 lm
E
ry•YL E:.::5'+i''iA'lw Di''i.Y C`4 Y ..}\ .. < M.i :SSA• v 1+'
kl C..\iiif::...\ J:`Sv'.'C: Y:S.f_1 1 1. \:. 1. ... .\.
26 25 24 23 22
LOADING (psf) SPACING- 2-"
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress tncr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(Oat)
BOT CHORD 2x4 SP No.2(Oat)
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 15-11-0.
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
21 20 19 18 17
3x3 =
680 800 9-0 108-0 1200 I
3.0-0-12
CSI. DEFL. in loc) I/dell Ud
TC 0 08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WS 003 Horz(CT) 0.00 21 n/a n/a
Matrix-S
1I
Id
16 15 14
PLATES GRIP
MT20 244/190
Weight: 72 lb FT = 10%F, 10%E
q 1h1.6.1011.11. r 111(41 nlnd I'u1aR QW1l INi a (CItI1Cn fK1CxCIRIjxo1A[INxirk. Id-y 111g tndt d.r r. ren 4.,t Miq M.y(talrr 1aq I,IaY ll (Idew19nt1A.. ti W9eN..M1I tY11rM 1M. Wy
NiA1 0. den WlMwdYtrItA1.M.r 1,.ImtM*Fer..p..Sl.nittl..1Y„rrq pllgtue.vepsurr/Muer lgru 11tM1iWIYr rr alp (mllgdrrl:Iwh,r.lx 1, ra inp rle My apr; xlYn AnthonyT. Tomtlo l[t, P.E.
re...
krplh.
ur.Iwnynti.aelrro..a,ro.eniwlnedyw.elwq(wyv..61r:1errat,ae(rewer quarnu tryp«rrtitarnrx.1.rrNn.qi.ltiv.111,..a.rk.ymrrm1.1d77i M083 ar
rwylwplrrre.r n..,r.l.rmra o.lr,.rwlrrayt.lwsap r..a.4etq llwaarxtl..lr..w I..r w. IN ,em1.,1.,11rrr1re.I—ey., I.,hW fq—.W 11n, ftifw e.on m.
h.rMy.rrtlgrr..nflghetp...wnr hYnlln.rlganhUlr4iegktyw,.Lwtywyw.r.tlWsy 111sphNdYnne,ldd.tlll Plet Lune Blvd. ForDlace, FL 34946 eptgll
0PIN A-1 led feem - Way L fade CI. LE. Iepdria of Ili%Aelerel, ie ay for' n pokilitel.dud me..Mn In.isre bee A I ted Imus • k0buy I.I"M 0, Lf.
Job Truss Truss Type Oty Ply
A0033240
WRCSRBLM FL12 FLOOR 4 1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946. design®a1truss.com
0-1-8
H
2.6-0
1.Sx4 II
1.Sx4 =
O
c6114E
3
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:22 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegN)-5X oT?vLCvOkg2LHwNPnwKDvTbXdglBygglGu6zVmxF
2-5-0
3x6 = t.Sx4 11 3x4 =
2 3 4T1
0
1.Sx4 II
3x3 11 3x6 = 1.Sx4 =
HPOPOOM
IM
4
3x4 = 3x6 = 1.Sx4 II 3x6 =
15-11-0
15-11-0
3x6 =
Plate Offsets (X,Y)— j1:Edge 0.-0-121,f4:0-1-8,Edgel,f11:0-2-8,Edg!fl I13:0-1-8,0-0-121,115:0-1-8,0.0-121
LOADING (pso SPACING- 2.0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.35 10-11 >533 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 SC 0.89 Vert(CT) -0.44 10.11 >426 240
BCLL 0.0 Rep Stress Incr YES WS 0.58 Horz(CT) 0.04 8 n/a n/a
BCOL 5.0 Code FSC2017/rP12014 Matrix-S Weight: 79 lb FT = 10%F, 1O%E
LUMBER -
TOP CHORD 2x4 SP M 30(6at)
SOT CHORD 2x4 SP M 30(0at)
WEBS 2x4 SP No.3(Oat)
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)
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.
TOPCHORD
2-3=-2529/0, 3-4=-2529/0, 4-5=-2655/0,
5-6=-2655/0
BOT CHORD
11-12=0/1555, 10-11=0/2655, 9-10=0/2655,
8-9=0/1588
WEBS
6-8=-174210. 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 13
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
we" axe..pt,...•Iluanntat-swrtarwnuaurlarcnmtt.,•xro;uucnxlurr..lift huppa*nVANN"K..1t.., tr.-y
sutrlrr(wlxns./Ynd-: Miss.%W. is. 1r Mplq..rP..lpaOr l.p4b.r.-r lrrpw.s-.upe.rbill urr.p.gml.WlpYb M4lrbsaPr l.0 gmlrbal.ry.wb lM. hbspnuge.ah.tp.ror.tnllll Anthony T. Tombo ill, P.E. I.
u MI+r.Y.rWgh'siwA&/b0...bh.aetdln 280083 dwell-
din luall.spd4ex- tlusmr.01-16po.n-frMnAbhY t pee Wof k*WWPMpd*lYr n YUwell-dinp.Wpg.. filltlubmpaMsn adon rb hnr Mug.. tm."tep"m Mrb.lewr,.n. 4451 St. We Shid. Ae-hiltrh.
f.f.aq.d.P...yhl atwr.dhh.uhupf.mu1Ct64lq McP..ImtStn.bpwletMq YglLnlvonnMd.ml. Fort Pierce, FL 34946 fppillt 0
lilt A•I fail Inssn • Amfa11I. f.mh/ 01. F.I. l/per101r1 dnis 1/meem, ie 01 heir, it plAihad.irremox rnrtn p!mistill heo A•I led fillies • Amhrl 1.lrab0l, P.I.
Job uss Truss Type Oty Ply
WRCSRBLM rFrL13 FLOOR 2 1 A0033241
Job Reference (optional)
0-1-8
H 1
2-6-0
1.Sx4 II
1.5x4 =
1
3x6 =
2
rvpv !A a r e rnnc a. r <V 5 NOV I t w, r MI I eK Incluslnes. Inc. i-n Mar 30 11;22.23 2018 Pagel
ID:fXMofrMaVb?27FFUeY3 NdzegNj-ZjYAhLwzzCYbSjwTtl4wOTYrn4S?u8uDg5vKnpt7YzVmxE
I
2-- -
i l
1-3-0
1.5x4 11 3x4 = 1.Sx4 11 3x4 =
3 4 5 R
1.5x4 II Sx6 =
7 a a
3x4 = 3x6 = 1.Sx4 11 3x4 = 4x6 =
15-7-0 15-11-0
t7s
Plate Offsets (X,Y)- I1:Ed9e.0-0-121,[4:0-1-8,Edgel.16:0-1-12.Edge),19:0-1-2•Edggj 12:0-1-8.Edge], [14:0-2-_8 dge),-[16:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.29 13-14 >643 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.37 13-14 >497 240
8CLL 0.0 Rep Stress Ina YES WB 0.56 Horz(CT) 0.03 9 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 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;
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" 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=0/1182,
6-11=1303/0, 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 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
6q.Ma65 y6g0"-r'e1130 afaua1 VFW IIN 1010r I'ntTr r nlattlIM211N W•h•ry rty Mu.nedrdan rrh t inYha•71I1:r ley er I hrW1LILhnmSWna rru,mr. r r ral'alrr'rhltermpntYERnerrr lalrr
RUety le ty.epe.tpgtr erlrw ymA prree.r rr r Fb„rr gan q rrwM r up hw hrmr rae q..r. t+I. heer, rgr mtuaee} dw Mtwtrgrxghrryrurq rAr.
rO.irrerad e>trrrha,,lWp•,.rnme roLrCdrrd e.lgrW dlM.Mrllrurl rlydnrd,wOarTmttlrq ldYem4r.rWM drrq tYfrrn•.erdegl Mihonr T. SM3 Ill, P.
E.
rMtwu red h
dfrrh,O nrrarrlmdrp ndrhrrtdYhaq(
q erfegwu.pnrynrrrhAdvle nrm,mrf spun. ON tlnrnyrnriartleOnfrh tAu r,F%kiph a l I Rrerre r,rm 44515t. Lucie Blvd.
gw.m,haren.ua! hlyt htptgOehxlrl4q Mtgr,rlaR11ur6,rrrly MR, IrmaleM nnRMrlrinl Fort Pierce. FL
34946 ypi,MOloll A•11a1lm+et•Aellegl.[whom.11. bpedMieedail len m,irayIRON itpelilur/nduife+riaapemnsiahis A•1oallntut•AAda,l.hebal,lL
Job Truss Truss Type Oly Ply
A0033242
WIRCSRBLM FL15G Floor 1 1
Job Reference o tional
Al K001 INSSeS, Tort coerce, l-1- s4tKb. aesign giaitruss.com
0-1-8
H 1
2-6 0
622
121
1.5x4 11
1.5x4 = 4x8 = 1.Sx4 II
1 2 _ 3
a—" 19 18
3x6 = Sx8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:23 2018 Page 1
I D:f XMofrMaVb?Z7FFUeY3_NdzegNj-ZiYAhLwzzCYbSjwTU4wOTYm?b?snu7Y5vKnpOYzVmxE
2—I
1-3-0
3x4 = MSH422 1.Sx4 II
34 FP= 1.5x4 II 3x6 = 1.Sx II Sx10 = 1.Sx4 =
4 5 6 7 8 9 10
cTS
ld23 o
Y
d
17 16 15 14 13 12
3x6 II 44 II 3x8 MT20HS FP-— 6x8 = 4x8 =
3x6 11
10-4-0 12-11-8 19-7-0
7- 10-4-0 28 i
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,Edgej, [16:0-3-0,Edge), [18:0-4-0,Edge), [21:0-1-8,0-0-12), (23:0-1-8
LOADING (psf) SPACING- 2-" CSI. OEFL. in (loc) I/defl L/d
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 SC 0.95 Vert(CT) 0.53 14-16 434 240
BCLL 0.0 Rep Stress Ina NO WB 0.95 Horz(CT) 0.08 11 n/a n/a
BCOL 5.0 Code FBC2017frPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(8at) 'Except'
T1: 2x4 SP No.2(8at)
SOT CHORD 2x4 SP M 30(0at)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 160910-3-8 (min. 0-1-8)
20 = 1202/0-74 (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, 3-0-4041/0, 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=0/3115
WEBS
9-11=-3449/0,2-20=2532/0,9-13=012004.
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 15-94 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(8)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 117 Ib FT = 10%F, 10%E
eree t -raw W. jq nv.0.'111IV I16fa('{llllrl Q@nt lltllSlni IQOCN(I1tOx1'i1.M,ll[1[n7/!11'M. Is* 62p Moen al memtrinhm"111fteeiMs Y lAg1 hW K l Lhhm HM lM ex IMeA.w wNrY l01.h
eeldee.t.•.te "toad bo to It It 4W It elmbpwe ftttx.ee1Mte'etet I etrre6toeegse>tmptWlryfrom 6tpletwits hm6eMset Its neee¢.eerPA. h6t.pevge.f_(xegtteexrLt.seq Anthony T. Tombo 111, P.E. rerunlmtr.lr ey6rmrrraxah.
r.re.etmcreprft"Ist r..ertwoderttierralwgw-eat.Menr edlrr.66mrrtm+sy6rwsoAt..mlerr6eogaarrnpwye =80083 e>.Wg64sedf test
des" too. 1WMeet srM•tmpMrtAmM"(SesspimWMhh emess pid.0Maeux11—elvee-lpedpeso al-1etMtetptaeatnl6eneLlm6tye,lme6tp[epr-ettmaeeeenr,aeo 4451 St. utde Blvd. Af.lY leslretadepel..e.
m gel leEettlM[M1umdyel mth16IYldq 6t,.If.o Slmelps/-I eyy Utte-Ntle'tlnretere-al, Fart Pierce. fL 34946 eptilMOtellA•Itedbnut•6teleeTl.leteheN,/.[.
hpeleainddhdoMEm,uthey bilk npellaefri11eaThe errinnrn-ittiwhem 41best hnut•Iefiurl IeeedoULr.(.
Job Truss Truss Type Oty Ply
r
WRCSRBLM FL16 Floor 2 1
A0033243
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®al truss.com
0-1-8
H 1
2-641
3x8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 1 f:22:24 2014 Page 1
ID:fXMofrMaVb?27FFUeY3 NdzegNi-lv6YuhxckWgS4tVg2nRF711ENPBhdcYF8_WNz_zVmxD
1
2-40 -- I 1'3-0 I
3x4 =
3x4 =
3x6 FP=
3x6 = 3x8 = 3x3 = 3x8 = 3x6 FP= 3x6 =
19-7-0
19-7-0
Plate Offsets (X,Y)— (1:Edge.0-0-121, [4:0-1-8,Edge),[13:0-2-12,Edge],-[16:0-3-12,Edge], 18.0-1-8.0 0 121. [20:0 1 8.0 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 0.72 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 FBC2017frPI2014 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
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1054/0-3-8 (min.0-1-8)
17 = 1060/0-74 (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=0/2023
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=-282/71
NOTES- (5)
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) 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[&"- a""*"4.r-AI Wnmrintirtarm am 40111hLMMiditt'9kIIrjASte(ttIMIr rtlrq 6"pawned tddn rat lm kphe.glnydr SArt l IYYRILIAmw Wn1A•t we aI ttr•.ro amA tit mk..j
rltt twnW 1bf eOe ntl r r llYlt.e1 At t lnu k 0F1*H1QA.SFtA bPxer wt r I lrttMemt a prtlr Ftbtut/ tyreakteyrWlgY r htp r uyt lmt pnN r lkl r¢.wr Al. Ib ln.p nuyts.Yrgtd rtuatptdaAl.I.+nL.IWyhrtey.Wn.hAr.re.titesudyerrWlyMvpc.btaa.rl4YtCdrldk eqtr,.flFLlMptw rlpd.;wmarhnt.af k OSw•gt,wWdAnty.Mrny.mHr
A^dlollYT.TomtroIII, P.E. 8008]
rWylnperte+
rtr.4.nu«.rlmdetpmut.IPNrtae W/y(open fLg06v(IprjlYhlMQdfWM ntntlfNpPYtON 1 tLmPe IWtd.mfLhmAapr.ImfMptgas.ltmt4w wr.uu 44515LLIKIeBlvd. M.
w ettwgetsatPdepA.tpgal te rAti dlwaA tq.mhAnrtdyagr..lm,tlo.fpxr tq rue awAd.:noeaw IKL Fort Plekce. FL 14946 gpi0i02616A•
Iledfrottet-A layLlasim10.P1. hadwie dAn1 mad-urrygraNptlilne/.ineaeemimite.nw bon A•Iledltesus•Arthur 1.ladea,f.1.
Job Truss Truss Type Qy plyWRCSRBLMFL17Floor21
A0033244
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, deSignC(paltruss.com 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?27FFUeY3_NdzegNl-lv6YuhxckWgS4tVg2nRF?IIENPCMdcfF8_WNz zVmxD
0-1-8
H1 2-6-0
3x8 =
2
I 2-2-4 f— 1=30
3x4 =
1.5x4 II 3x4 = 1.5x4 11 3x6 FP= 1.5x4 II
3
r
4 5 6 7 8
3x8 = 1.5x4 II
9 10
I
e
16 15 14 13 12 11
3x6 = 3x8 = 3x12 MT20HS FP-- 3x3 = 3x8 = 3x6 =
1 Sx4 11
19-3-12
e Q-'L79
Plate Offsets (X,Y}- 1:Edge,0-0-121,14:0-1-8,Edgel,112:0-2-12,Edge), 16.0-3-12,Edg el, 118:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.38 12-13 610 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0.51 12-13 452 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 11 n/a n/a
BCDL 5.0 Code FBC2017frPI2014 Matrix-S Weight: 94 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
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
11 = 1048IMechanical
17 = 1048/0-7-4 (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, 3-4=-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=0/1474, 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.
6) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
y 14m eerpq rx•.0,'H icq (WB(1til:rl GtF14 EU4 a tGe01tlK(RIC(1PIPjxeWNRe!ir W r y wu* pnrvt rrr wtr sr inn My Mq(Ilrlr r t iW.art 14•u Ore W. w rth a.nu m.r to at
Wirt u•rari YJMwdI•aI01 Mril L.Um At*teprnQr.lpnntfryatYdrq rJn.rm•newurJrp/mrlw w uf.riQRY ti.4sa r hrn lrpW LIYrI,ir Ul hM pnaepe,Yryalo.ti r rM Anthony T. ' Tombo Ill, D.E. rw4.r MtY,.i Oil h r n4n,'Adik oe,6Q.w'tA LM 1p11./•Wgkta..6ts.•IM4CM4tr4WreYi nrrtM.hpM/rlMrggx.u/rr imt rry ngr. •trY.rkq Wrs y.Wgrt jSM3
erlWy M prir,e,,nYtutM ir iMrMMCmrphbt Ywyt.q.nflatWc.txiQrYtM 1i t11r V11 •r lxvwMYrye/r r iKi wanYnt/nuienrr•n4>t.uM.,u.uaytp..,rhn.11.+rar..wr 4451 St. Lucie Blvd.
A•.It.ld•A e; tfreagr••nAlil Aunt wAd IM 4ntkup lq.nh Wl Or hlYr at*,•Gwr$N•1 w.4nl.ly tlrgYtd t•n•raYM•fil fort pierce, FL 34946
GntyltD111111tallnttet Um"I lmum.r.l. lepe(miMdtlielanm,i. fly la.,itpdAael•ul.athe mmnreunuatreelllad hnue 1uWr1.look Ill, r.1.
Job Truss Truss Type oty Ply
WRCSRBLM FL19 Floor 2 1 A0033245
Job Reference o tional "
w, „a, u r ciw, r --a, uraiyn% a rtruas.Gam Run: o.uu s NOV zz zui r ennt: 41.120 s NOV 12 2017 MiTek Industries, Inc. Fri Mar 30 11:2T,25 2018 Page 1
ID.fXMofrMaVb7Z7FFUeY3 NdzegNj-V6gx6OyEUgolhl4scVzUYzfOupZiM4DOMdGwVRzVmxC
3x4 =
1.5x4 11 3x6 = 1.5x4 11 3x6 FP= 1.5x4 11 3x4 = 1.5x4 II 3x6 = 1.5x4 11
1 2
T1
3 4 5 6 7 8 9 10
1
17 16 15 14 13 12
3x6 = 3x8 = 1 5x4 11 3x3 = 3x8 MT20HS FP- 3x8 =
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL t.00 TC 0.67 Vert(LL) 0.31 12-14 715 360
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.43 12-14 520 240
BCLL 0.0 Rep Stress Incr YES W8 0.69 Horz(CT) 0.07 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(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 = 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=-288/18,
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-iOd (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
11
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight- 92 lb FT = 10%F, 10%E
nnq ia. C rAgn,. iY'r11M Iwaf'1liaR llwii rus r mrlminemanrll}rlwdilftarr r. f ttM InNMI r id rn.C h 1 tixr rnq(I1grm"I Ir LL11.Idnse fYr la. w, fau dia•M mdlaM 3 tl,.
Ntd uaisrdOiddMwl i lth M li hiLni hn*hP iGi.ye;iL(p rJ,MW..I lil q.uw. nq ulYfMuY gi a ny YMrrH¢rw uplmtlgetlwYnl h.r IM1I. re Yyeaen..l y art, nedu Anthony T. Tombo 111, P.E. rmisi Mihi.tM q tr nywi kldMOa,60.ii M Mlip a6Mlq 1gx.6iip IYiRMtrrtrhid wWqurr!il. hgpW/f,1YrgMx.u/si hni,Ail rOq d qi. i!tir iy udppnyeil.'ir
n treq hJr,rna.r u..,m i nilYr YRimmrp6 ndM W gr ixfdgWwixlArdltW 11 I11rS1(1 niLrrNYp.d l r. IIN /hnOncpdtLtr YW dh hn,a = 80083
Lcie4451St. Lr1e.wIMM.(ral rr u0gllApnn wiM IY Uni NI.p.hr0l s l.Yppurn,.7,ett}Ya tq wdn Wq Oiq iir Mn enld ii lill
upi.tnu v'Igw rimrx Ae,diu
ucie Blvd
ypyNf]1GIIIItw11mu11et1a1LIt.Mil.rf.lepe4nu.tlllhdrnm,i all 4ianpaliiied d Wde.1dlnpaRnw.huAItodlutut•uMry1.IWeM.Ff.
For, Pierce,Ff. 34946
Job Truss Truss Type
A0033246
WRCSRBLM FL20 FLOOR 1ypy6 1
Job Reference o tonal
Al Roof Trusses, Fort Pierce, FL 34946, design®attruss.com
1.Sx4 II 3x6 = 1.514 II
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
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-V6gx60yEUgoih 14seVzUYzrM RpabM6VOMdGwVRzVmxC
1-9.12
I
1-3-0 ^^
3x4 = 1.5x4 It 3x4 = 1.Sx4 II 5x6 =
15 14 13 12 11 10
3x4 = 3x6 = 1.Sx4 II 3x4 = 4x6 =
14-11-4 15-2-,12
14-11-4 3-8
Plate Offsets (X,Y)— 11:Edge 0_, -0-121,11.0-1-8,Edge1L 9:0-1-2 Eclgel, j12:0-1-8,EdgJ
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TOLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.23 13-14 >767 360 MT20 2441190
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 F13C2017frP12014 Matrix-S Weight: 75 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
130T 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
purlins, 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 (lb) or less except
when shown.
TOP CHORD
2-3=-2353/0, 3-0-2353/0, 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=-31810.
4-14=-414/172,9-11=0/1138,
6-11=1242/0, 6-12=0040, 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 top 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
x.y•r0.n.p*law. A..14 W "Wrsn!!r kuutrus(WWII MMsrMr-j9tt0WMjrr. 1.4djupp muda-mmr rnw.
Wtd u..n.yat.Www.irrlll.wwt4 u.lw ru*6q..p..y t..rww..mmm.u4rr+m.+Yuaal..v.ar.rrMy del rpi.:.".11alrr.,rthl. slew" eI ladq " ' Me" Anthony T. Tomtw Ill. D.E.
rrodnrn,r lay+rinr awnogxrnc..,0.Omia.re.rw. rban otra rr.wryuMrau.r.xxgwb rtrra4rn.eay..rlwrnu. l"..a newt awjr ISM3 rgrytingwrtrm. u.nON.rMod r
F=d.W Prn.4 rwytau..sea4toad xn—a..w r r..+ radial• au wwrou.,+m.r rn xr u.o uyr,u.+ taW IV .d hw,w+.a..rm 4451 St. Lucie 81vd. a..IveM.;.tra.r . wfi l.Ar..wMl
hh.ul.,r l.p.ehWrWykt}.,. hayw.l.p.4.tYl O.gexxd w...nl nl.all a Fat Pierce, FL 34946 r.1.lyltOMli4ltwlhnue•
IeOr.
LlaMla,11. Ier.rtiwdOil /
coon,walIns. isptlmuedridow1 monpn.kdrits A•Iled hnu. A.lYh1.IrYN,/.E.
Job Truss Truss Type Oty Ply
WRCSRBLM FL21GE GABLE 1 1 A0033247
Job Reference (optional) 4
r . • •y•a •..•.+... .u- o. vcu s mov is wi i rnn(: a.i26s r4ov iz eu1 r MI IeK Inaustnes, Inc. Fri Mar 3o 11:22:26 2018 Pagel ID:
fXMofrMaVb?Z7FFUeY3 NdzegNj-zlEJJMysF7w9JAf29CUj5AOkiD5F5hhYbH?LiltzVmxB 4
LOADING(
pso SPACING- 2-" CSI. DEFL. in (loc) 1/defl L/d 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 Vert(CT) n/a We 999 BCLL
0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 18 n/a n/a BCDL
5.0 Code FBC20171TP12014 Matrix-S Weight: 69 lb FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) ROT
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 pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. REACTIONS.
All bearings 15-5-14. 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
111"
Aa.hb111(106100,t-Ost(dr I Iwi 111 Idempmid..w lruift.mad-rRM lldumr
on did. msdim r 106e i. W 9..1— A.urlge.t..00.dd1('.elkid r q IM.V.ue. a s.pr. dr rdne•e gee,rr..ldq r r ley it r.y.lim d .d r IY.M, r.IKI. h Mp nuepsYYrt.lr.. ueYq r.
ed..ln.YgWrllrn.e31e1 r0a.yr0.wi.ar Mgd•rY+lpkv'...coda/r000.I(rb4d.drlurrllN. h p.nlyrlYrgdtlmyrlm..e q..ey u.r.mrb.r{gwrrml.w.7i Anftny T. Tombo ttl. D.E. a
e%%dpW..(e..ed
r dM.rlrrrf.m,rrr..iuwy(.,..nWdIM .(eq(nadi.(nrune..d..dr(.ner tK. (Mra..rm.,uW.Wdon +r(.er aa5t St.
e81v4. uM,inui•W (MW r 1..IMlOre,.y.. dytiApr..ad
hLml.. (.I.ahUlr4.g0e.pa..(w.1Na(ed .b atigil" aly d.01 FOK Pierce.
FL 34946 dFpytlOt01{Adlrlhl.u.•ledrtl.IetleGLF.E. tepe6nwdni.knregilrlWIN iepdded•dhd&-110"Fur.urhl.AIlid ln/u1•A&A"1.ImMlp,F.l.
Job Truss Truss Type Qy ply
WRCSRBLM FL24 Floor I
A0033248I.I.bReferrice(ciptie ' l
Al Roof Trusses, Fort Pierce, FL 34946. design®aItruss.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
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-21EJJMysF7w9JAf29CUj5AOWODvc5YpYbH?U 1 tzVmxl3
2-6-0 1-11-14 1-3-0 2-2-12
I
Y
1
3x4 =
1.5x4 11 3x6 = 1.5x4 II 34 FP= 1.5x4 II 34 = 3x3 II 3x3 = 1.Sx4 11
1 2
Te
3 4 5 6 7 T 8 9 10
17 16 15 14 13 0 11
3x4 = 3x6 = 1.5x4 11 3x6 = 3x6 FP-- 3x8 = 3x3 =
15.7-10
15.1.6 1 1$ 16-10-2
15.1$ 2 3.2.8
LOADING(psf) SPACING- 2-" CSI. OEFL. in (loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.29 15-16 632 360
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.37 15-16 493 240
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 12 n/a n/a
SCOL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T1: 2x4 SP No.2(Bat)
BOT CHORD 2x4 SP M 30(Bat) 'Except'
82: 2x4 SP No.2(Bat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
17 = 776/Mechanical
12 = 1283/0-3-8 (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
BOTCHORD
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=-51310
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 94 lb FT = 10%F, 10%E
I
aq Rase O.ee/Iruas•r'elIca MM(4xlrI91011(JlBlfi1710rI1RICe(tl'IijxfL1111tilirrw 4rllMyexeegnridegera4wetnateeq(IRlrr d.4t lee\Ut 1lem9eded.e eee YntM.a tl1•rh. M! MIe1e
O,rY\e/Yed\r110.Med leelnr\ytgrepe.feenq ferQ\d glll hevtn npruttt. Mnwr+nlny ilq\r1/rty.Istlgoe Yq.h.i tllL htnp mwpie.Yd.lo =.' Anthony T. Tombo 111, P.E. I
dmdrehas\q WYexrnee Alnd\Oeas,\O.rinMLM ed.feWwl MxA..6 uae/rxLrarr\d eMeenYdtlN. h reeeldr101rq\xerdr4ae refgest" ereee..YAMrbaeeedis an eeyLjt 0.
bibl edeasrfe elease measl\ IYd\ e.e+n deednse41W."fsere..frr eAaserOf palmie and Ski.. Idrasef\ eased er• till Mae\npnevnreased\Lw My., h.eMpteeeasrlaseead.4 ..edeee • see.
teeed delefeueegdr.a eeelp'nimM I\Yeulre7Eeee.6eN\MY\ey...iwMptepelepeel0ee UeeflYuf\nnne\d.gl Fort St.
Lurie 3494
FartPierre, FL 349a6 6Fjt4hZI11111tedhe1ve
Ir&eryt.lenleN.tf. tepe4nrd[kit knew,urtfolk epeiiliiel. ideal &a.rmeeteee.uereban Adtedheeut-Ld"I lasksm.101.
Job Truss Truss Type Qty Ply
WRCSRBLM G02G HALF HIP GIRDER A0033249
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946. design®altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11J22:28 2018 Page 1
I D: fXMofrMaVb?Z7FFUeY3_NdzegNj-vhL3k2_6niStYUpRHd W BAbTs90a r2Slr3bUd6lzVmx9
1.0.0 5_" 10-2-11 15.3-9 20-11-12
1 0 0 5.0-0 5-2-11 I 5.0-15 I 541-3
t
4x4 = 1.Sx4 II
4x6 =
22 1023 24 25 26 27 '
4x4 = 3x4 = 4x12 = 3x4 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Weft L/d 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 SC 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 FBC2017frP12014 Matrix -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
SOT CHORD 2x4 SP No.2 'Except' WEBS ROOF TRUSSES (-SELLER), GENERAL TERMS
82: 2x4 SP M 30 3-11=01364. 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=4853/988, 19-20=-2853/988,
5-20=-2853/988, 5-21=-2853/988,
6-21=28531988
BOTCHORD
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
3-11=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. 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
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-" wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 16 considers parallel to grain
value using ANSIfrPI 1 angle to grain formula.
Building designer should vent' 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 Ib up at 11-4-12, 721b down and 99 Ib
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 (8).
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(8)8=-44(B)
17=-67(8)18=-67(8)19=-67(B)20=-67(13)
21=-67(8)22=-44(13)23=-44(8)24=-44(8)
25=-44(B)26=-44(8)27=-167(8)
rtwq•Mu Mwdh n•a.h'tlrtlltll{fbjlNlr1 Yr!ut nooe(o0Axtltllloxt-InM,xeCgfK4C b.hiA Yf4Modwdner uaamthat Mt}heglRfrreAatl. hee.4rLOhaw llenMrem YntdM.w mldard,.'(
dlh1.:wMttMa.td4rtM wM IfeLNe.1gNp..spgl.perirtuaglll pnrtaw.pidrMau.d alea'gaWdN Yrertpdr u}tlnl lgmrwrtlo.dt aex tql hewPaiupuYagmeawt tadq Anthony T. Tanbo IIt, P.E.
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Port pierce,
FL 34946 eppiol0111{A•
lled bnsn•Adlall.Iea a111,r1. teptedeoieedonlemaed,ieoil tera,ispeAdited.ithemfit tivmittmittiaheaA•Ileelltasn•AemulI lab III, U.
Job Truss Truss Type Oty Ply
WRCSRBLM H02GE Common Supported Gable 1 1
A0033250
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designoaltruss.com Run, 8.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 Morek Industries, Inc. Fri Mar 30 11:22:28 2018
4x4 =
2x4 = 1 Sx4 II 1.5x4 II 1 Sx4 II 2x4
LOADING(psn 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 W8 0.07 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP N0.2
SOT 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 Harz
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=S.Opsf, BCDL=S.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 OOL=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 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 6, 10, S.
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
8 CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' forth.
LOAD CASE(S)
Standard
la
PLATES GRIP
MT20 244/190
Weight: 35 lb FT = 10%
ht •aa eraprtxr. b'N 4 It10NI1ELLlry 6tt1u INd d IOVI M(RICdTII!trjxtt]/IIPiY!tr W Ir;h Nq i•t r,r ra1 a bltrrl k:y burlDlrlra baM 1 hi ilE gewl O,a IOu w. eM dtr.a,>mle b Al et!
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r.u/b,M1`eiM:Yy 6bngw,Mq/bOm,b0..ei.n¢N"War bbibil.4r.6 e, uae/btlC4 Kra kd W64 ue r lM rr*,ad#16nl01gMtlw/r Ml rd640061 r,.ralnrMq udbbn,NJL1 Se3
a bdlgkuprrrrwt.11a, .tdrtra Rlrbprsn rtrrldat.fEytapn Wail 1d..e.pt2QhWur4 r Mllu.w n,d.tor podp. n1i Ma,ra,rwuurwldbu.0 l,'.r,uwenp!gwrrtm,YME.r,rn, rr.
alMhtfrlrtgr rr.,iyhdl p.„rd.d a0mk,*AyrauglabMy lrya,r UnttNrkpmdgMlq tlulYr bnr,nuMrAl. 4St.
Lucie Blvd. Zt fatnPic -tee, FL 34946 trp}tilHblllAAlfadlntut
AtAaryl.leeMPI,IL Iepe4nwdWtd.troeu,uullee, itpriilitdritkatdaem,nedFashion ben AItnl6eu/ AAaT1.team IN, 11.
Job ss Truss Type Qy PlyWRCSRBLMFHC3Common31A0033251
Job Reference (optional)
saas, rvu Puree. L av D. aesiyri%ga muss wm Run- SA20 s Nov 1z zul r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Mar 30 11:22:29 2018 Page 1
I0.fXMofrMaVb9Z7FFUeY3_NdzegNj-NtvRxO7kY2JkAeNdrLlQipO91Q_u11N HFE84CzVmxa
81A-0 1-9-12 4-4 0 6 10.4 -8-0 9_1-0
1 0-0 1-9.12 2-6-4 2-6.4 1-9-12
3x4 =
5.00 12
1.5x4 11 1.Sx4 II
3
5
2 6
1 7
s ld
e
d• 6•
9
1 Sx4 11 g
2x4 -
2x4 = 1.Sx4 II
1-9 t2 6-10-4 7 8 8 0
1-9-12 5-0-8 0-1-12 1.6-o
Plate Offsets KY}- 2:0-0-10,Edggjjjo-0-0,0-0-01J4:0-2-0,Edgjh 6:0-0-10,Edge]
LOADING (psi SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 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 FBC2017frPI2014 Matnx-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 6-0-0 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)
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=S.Opsf; BCDL=S.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 & 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-M 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 Ot--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
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rt.an r.un.mw.rlarrpm.r ar z80083 r+mnargw..fa.ian,..fmgpwi.rnliirflun.arwrpaapr...mirwiuny.ra.nrraHeuuna.p..lnirenptynrinirwar,.m 4451 St. I.Lde Blvd. 1e.riewq.ttagr an..imrfgnpnn wihd htnihtipfq.m ii rCfr WgMt{a,.lnufrn.f.puefgi.lri agaitM.manMaN.MI. Fat Pierce,
FL 349e6 g1TitMOt016A•Il.
dknut•Arkgl.lam6r0.rf. tepdniodd'nlnmeem,ia.ryfraifpalil(Sd.dlmfle.rirtenremiuiwh.eA•Itadbuur-A.Aarl Intake III, r.[.
Job Truss Truss Type Ory
plyoWRCSRBLMHJSADiagonalHipGirder
A0033252
e
e
optional) Job Reference
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. Fn Mar 30 11:22:30 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-s3Tg9k?MJMRbooypO2YfFOYFlgJw1VB7WvzhAezVmx7
1.5 0 7-0-2
1-5-0 7-0-2
3x4 =
LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip OOL 1.25 TC 0.79 Vert(LL) 0.12 4-7 711 360
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 FBC2017/TPI2014 Matrix -MP Wind(LL) 0.14 4-7 589 240
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
pudins.
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)
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=S.Opsf; BCDL=S.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 2-0-0 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=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 1-4-9, 9 lb down and 8 lb up at 1-4-9, 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 bad( (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)
11
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 10%
thtq
MvMMY!trwet'tltlf4 nlBEfjdofrl Ql9il lEfxfAGlr7flxK(KIOY(IrFJ;x[QnfK.lri de. Irrpts4poatdtdmsrmLnt Mt*Ye.gllN IM IfJYrl.ltw4ff 1d.euflMMn. Mutteern dW t I11.Wr
Wfdtetatrrrtlm Y/W I. 1 nl.W If rirwtRgtfyrepr.fpulft}.t,mvdwq htgnmt tngee d.rrMtttttd ttpn•Y[ntMwllryY t eetpdYtgtlnY pmlYYml ciftW Al. hfwp ntteptuY ytttedtn ne tn Anthony T. Tombo 111, P.E.
d1Yd 6Im11M MIIO[IlYltlf f611!dbQ.M.6O.Yltdd'Itl[QdY`WI4111tlIp,.etYmedan.StG IOtYd1i(gn4dllLl.lq.ndddsTNcW.!bWewdYimtd.64le6tmq.mug" awh..1V kVA.pWnd s80083
rwyanpir4o.e.d.,wr.rtoesuAmtNptYmdetaogcwNatddlen•.m.(<1rrNtrlhaa[uttnM.au pnd'mmftltuatmhaJandaneuumagr.uminptgtadM,uro.r,.su 4451St. Lucie Blvd. Ae.
fY[d..hefe.ed gt trte et.ght0 p:ntnthd MImtNYplftpnYeCIY WyMtq,.Inulrme yerafgetey 0 tdztr.nt.t MM.IBt. Fort Pierce, FL 34946 gpiplrOMIAIfedlntset•
AdMglletelelll./J Iepnlediadodlem m,uday INS, ispollirtil deed:errmaleterissiahmA•Ilullnuet•Asdwr1.leablQl.1.
Job Truss Truss Type Ory Ply
WRCSRBLM HJ51- Diagonal Hip Girder 2 11 A0033253
Job
Reference (optional) Al
Roof Trusses, Fort Pierce, FL 34946, design@a I truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11'.22:30 2018 Page 1 ID:
fXMofrMaVb?Z7FFUeY3_NdzegNi-s3Tg9k?MJMRbooypO2YfFOYGBgJz1 V87WvzhAezVmx7 1-
5-0 7.0-2 1-
5-0 7-0-2 3x4 =
LOADING (
pso SPACING- 2-" CSI. OEFL. in loc) I/deb Ud PLATES GRIP TCLL
20.0 Plate Gnp DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 MT20 2441190 TCOL
10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 337 240 8CLL
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 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 purtins
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/Mechanlcal Max
Harz 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=S.Opsf: BCDL=5.Opsf; h=15ft; Cat.
11; Exp C; End., 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 2-0-0 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) 4 except (jt=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 lb down and 47 lb
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=l 25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
7=11(F=5, 8=5) 9=-19(F=-10, B=-10) 4y.
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Anthony
T. Tombo Ill, P.E. raxent«,
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Job Truss Truss Type Dry Pry
A0033254
1WRCSRBLM HR Diagonal Hip Girder 4
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®allruss.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
I0:fXMofrMaVb?27FFUeY3_NdzegNi-KG1CM4074g2SPyX0y13uoE5U9Eg mtYHI2iFi4zVmx6
1-5-0 4-11-0 9.10-1
1-5-0 4-11-0 - 4-11-0
4x4 11 1.Sx4 11 "
3x4 =
4-11-0 9-10.1
4-11-0 4-11-0
Plate Offsets (X,Y)- 2:Edge,O-0-0I
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 0.55 Vert(LL) 0.04 7-8 999 360 MT20 2441190
TCOL 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 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOTCHORD
Rigid ceding 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 Harz
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.
TOPCHORD
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=S.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-" 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=lb) 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
Ib down and 9 lb up at 1-4-9. 13 lb down at 4-2-8, 13
Ib 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 &
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, 13=42)
16=4(F=-2, B=-2) 17=-54(F=-27, B=-27)
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Job Truss Truss Type Oty Ply
WRCSRBLM J5A Jack -Open 7 1
A0033255
Job Reference (optionall (optionale Al
Root trusses, tort Pierce, tL 34946, aesigngattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11!22:32 2014 Page 1 ID:
fXMofrMaVb?27FFUeY3 NdzegNj-oSbaaOldrzhJ156CWib7KRdh7d31VPhOzOSoFXzVmxS 1
0 0 5.0-0 1
0 0 5.0.0 2x4 =
5.
0.0 5-
0-0 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/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 purlins.
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. (
Ib/size) 3 =
127/Mechanical 2 =
26410-8-0 (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=S.Opsf, BCDL=S.Opsh 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 2-0-0 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) 3, 2. 6)
WARNING - Please thoroughly review (he 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
r.
q•Mve.wdyn•r.r'illxdlmsnjautrtatrutnualta9mtntnt]M,terulrtruwtRre Ugr4Mnrnalmlun.mtmttnp agtn drlDyl lrralLeru wnil.,e tMte_00W.&S..1 eI111aa1iYm
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Job Truss Truss Type Qty Ply
WRCSRBLM J5L Jack -Open 16I I 1
A0033256
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 MTek Industries, Inc. Fri Mar 30 11:22:33 2018 Page 1
ID:fXMofrMaVb7Z7FFUeY3 NdzegNj-Ge9ynm2FcHpAfFhO4A6MHAgylNpEsxaCtCLnzzVmx4
1 0 0 5-0-0
1-0 0 5.0-0
3x4 =
LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/de0 L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 4-7 533 240
TCDL 10.0 Lumber DOL 1.25 SC 0.46 Vert(CT) 0.06 4-7 983 240
BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORO
Structural wood sheathing directly applied or 5-0-0 oc
pudins.
BOT CHORD
Rigid ceding directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 126/Mechanical
2 = 264/0-8-0 (min. 0-1-8)
4 = 65/Mechanical
Max Harz
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 (Ib) 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. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone, cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces 8 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 2-0-0 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) 3, 4 except (jt=lb) 2=179.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 17 lb FT = 10%
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61dir16fegd ii..dar h d pc. wohtl tr loss A.pEpl.heOlal.aq rup.,. imisro+E4m11 ne+4 uc.r d.m n.ead.ini. 445Eerc St. , Fle Blvd Fort
Pierce, FL 34946 appipM01O11llladhnxs•
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Job Truss Truss Type Qty Ply
WRCSRBLM J6A ROOF SPECIAL 1 2
A0033257
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designaa1truss.com
1 3x4 =
Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22,34 2018- Page 1
ID,53sci1VXK54iiOnMGAB1xlzZRKZ-kgiK 52tNbx1GPGbdudbPsi3CRoCzJ?jRXxvJPzVmx3
4-11.4
4-11-4
1.5x4 II
4-11.4
4-11.4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 34 999 360 MT20 244/190
TCOL 100 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 3-4 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 186/0-7-4 (min. 0-1-8)
3 = 186/Mechanical
Max Harz
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
14=-139/254
NOTES- (9)
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 0-9-0
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 (8) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (13),
unless otherwise indicated.
3) 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)
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
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-M 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 8
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT- form.
LOAD CASE(S)
Standard
q F'ra.tln./hla..h'NI(Nt+3f amEmu AWh.M,jMralerf Il.utwu.uo.nu..w rmw.muer+rle,«k t4id 1aM1d1.
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nh.u`Fb164.itty.11gIM0.M,60.aiw11.e11 Q1d+il.Yql.spr..dueled.14Le1a(raWatlyuh.d oil 8M3 11.Yy
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MMF.fdil4nlM..l gApr. wd.d IYh...fet*(gre.lhtYWl.t M.qe.+i n.Mw.Eymd.fMq nu(.1Yrd Mnnnldr1+0.1 for, Pierce, FL 34946 nryMO)01{
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Job Truss Truss Type Qty Ply
WRCSRBLM R Jack -Open 28
A0033258
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:36 2018 Page 1
IO:f XMofrMaVb?27FFUeY3_NdzegNi-gDg5Pn47vCBl W QzlJf3VHoDAFJTRDgOurQ?OlzVmx 1
1-0 0 7-"
1-0 0 7-0.0
3x6 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de0 Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360
TCOL 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 FBC2017frPI2014 Matnx-MP Wind(LL) 0.23 5-8 356 240
LUMBER -
TOP CHORD 2x4 SP N0.2
SOT CHORD 2x4 SP No.2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-6-12 oc bracing.
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=S.Opsf; BCDL=S.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) 2 except fit --lb) 4=133.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
4q•hra ea-+pMIFY-h'llnGF MflS[i(nirl Qrlil fSxlfl(GCJIxK(RI9xt-InSr';1(1((nEKelri h+gI+rq Mip teeasa+d nednaw+hn+lnp Otn-g110Qri+lAg1 Iwal ibi—Shmimn+ lin+er-0 asia16 IfO.sy
reto mtv r'n++ManNYa+tllna+Y It, tnukw tgrepl.*30 hP+e;m seam ltlapmeampmdlMprnurgwagnyrWlyMm(npdm uq+ tnuoraaahltlaq.ala K1
I
IlrrnprAnimmialgtaeeatv001 Anthony T. Tombo Ill, PE.
sin+hUn+YgM14gh6nyaW M;wAr.60•n+rarrtd+pesOrlWal Onipr,.t.amn ei ltbCa(arYdlWAMhdd IPA gpN161MdaS Ortl nrAel(m tlr611sO wq+.huAerdkaq dlYYngaNl+; a80083
e.IUgk+pe dfeslne, eln+wr+e-a0ro paenalpaihu+lr 1 [aqM tag sea.pMrM A a fW nN.rm! p.N plo. ON rfal n+pe.(m+sepnp4ha+Maps.tm+Mphpe of tml.a uwa, anI
awnurlarge(enegntlgae.+aqqaprnwihd htmtpapfgrn4(4lmtfugMOpa,rlwStoeEgmafegWq maf1M.•narnetrraml
4St. Lurie Blvd. Fort
Pierce, FL 349e6 GppipM
O lGI6 A I tW bn(n • lwtag l.Irm511161.f. 11pn(wiu d 1ki+lemmm, in eg tae, npreliWel rilica the win" Femiuw him 1•I IW Imes • Iuhut l leeb III, r I
Job Truss Truss Type City Ply
WRCSRBLM MOSG Hip Girder 1 1 A0033259
Job Reference (optional)
It. wvreu, ues,gneaa,uuss.com
13-114qq-I
4.00 12
Sx = _
b 431 T,
5
4 I
Ila 2
d
3x6 =
tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Mar 30 11:22:37 201
4xSKIS8 =
1 L L 1 L 16a
I 82 L 9479 N 31 41
23
43 22 44 45 46 21 47 20 48 1949
1.5x4 II 3x4 =
4x10 = 3x6 = 6x6 =
50 18 51 17 52 16 S3
1.Sx4 II 3x6 = Sx8 =
54 15 55 56
LOADING (psf) SPACING- 2-0 0 CS1. DEFL. in (loc) Well LidTCLL20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.34 15-16 770 240
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 Matrix -MS
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
purhns.
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 = 1160/0-8-0 (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 (Ib) 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, 10-41=-3188/2366,
41-42=-3188/2366, 11-42=-3188/2366,
c•onunuea on page e
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, 3940=-2086/1613,
10-40=-2086/1613, 10-41=-3188/2366,
41-42=-3188/2366, 11-42=-3188/2366,
11-12=-2855/2052
BOT CHORD
2-23=-1085/1859, 23-43=-1099/1881,
4344=-1099/1881, 22-44=-1099/1881,
2245=-915/1632, 4546=-915/1632,
2146=-915/1632, 2147=-3504/2403,
2047=-3504/2403, 2048=-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, 15-55=-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=S.Opsf; BCDL=S.Opsf; h=1SR;
Cat. II; Exp C; End, GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed : end vertical left
exposed; porch right exposed; Lumber DOL=1.60
plate grip DOL=1.60
31 Provide adequate drainage to nrevent water
1213 V
IA
14
3x4 = 1.Sx4 II
3x6 =
35-0-0 i TOWN468
PLATES GRIP
MT20 244/190
Weight: 185 lb FT = 10%
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=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 al 11-0-12, 67 Ib down and 95 Ib
up at 13-0-12, 67 Ib down and 951b 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 20-114. 67
lb down and 95 lb up at 22-114, 67 lb down and 95 lb
up at 24-114, 67 lb down and 95 lb up at 26-114, 67
lb down and 95 lb up at 28-114, 67 lb down and 95 lb
up at 30-114, and 67 lb down and 95 lb up at
32-114, and 208 lb down and 223 lb up at 35-0-0 on
top chord, and 120 lb down and 187 lb up at 5-0-0, 49
lb down and 76 lb up at 7-0-12, 49 lb down and 76 lb
up at 9-0-12. 49 lb down and 76 lb 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
Ib down and 76 Ib up at 19-0-12, 49 Ib down and 761b
up at 20-11-4, 49 Ib down and 76 Ib up at 22-11-4. 49
lb down and 76 lb up at 24-114, 49 lb down and 76 lb
up at 26-114, 491b down and 76 Ib up at 28-114. 49
lb down and 76 lb up at 30-114. and 49 lb down and
76 lb up at 32-114, and 120 lb down and 187 lb up at
34-114 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 (8).
9) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
µn•-•r erI_a&PIVI 9100IMStlrVUWJ Qeielt Rod i(OMNI(SIONI Arr HEI MSeler r..Inc, auh Oman r,r-on -mFeu er P&-mi(QP, rreap l,I lleaq fLthna, Sim Mm% s m Yn, aem-r a. .1 mw
em rm,en nda r I10m a a a e hws aoptgeeap.,SO g apr r w-I lw,wnm, .eke• x r pauw y,nml oy.wag rr a*e r,ge amacn-a loe.h .r KI. r ewpma pnn irq,.ee-i,.Jeul rmam,
Im,r.Irxyarmt-mrtero.Pao•ds eeadegexrldlnlapt•,ea,wamrldrKrradee7gnarlFtihpml rlMr-texneArtm,r,yrotianN,.nearr.quswrnp.wux Anthony lt,P:E. rrxga
arao«r u n,ar.rmerrMm,rpdm xrwyewpestagmw.pnrOaregteruun enx p.rran mlrf.,aneymlanr werhm hma x 80083 90081eLMulEwHe!-
e.a4r q-. nrlh M n neatl hlnu ay,(puLLeClreee aapr,rinuSlm.aprnfyrf,111,ga1 e an.enMW -t111 ` rlm
tl` 4451
St. Lucie Blvd. e
rypitk02011141lad
hntes•AA41y 1. limbo 111, H. lopffidedift If his da=edf. is oil INN, it paii'lihed ilbee The "age petmistils his A-1 too 1111tel - 1121hosy 1 too"III,0.L Fort P,
etce,FL 34946
Job Truss Truss Type Qty Ply
A0033259
WRCSRBLM M05G Hip Girder
1 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design®aItruss.com
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (pin
Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20
Concentrated Loads (lb)
Vert: 3=-161(8) 7=-66(B) 11=-161(8) 23=-116(8)
14=-116(B)30=-66(13)31=-66(8)32=-66(8)33=-66(8)
34=-66(8) 35=-66(8) 36=-66(B) 37=-W(8) 38=-66(8)
39=-66(8)40=-66(8)41=-66(8)42=-66(8)43=-45(8)
44=-45(8) 45=-45(B) 46=-45(B) 47=45(8) 48=-45(B)
49=-45(B) 50=-45(8) 51=-45(8) 52=-45(8) 53=-45(B)
54=-45(B) 55=-45(8) 56=45(8)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Fri Mar 30 11:22:38 2018 Page 2
ID,(XMofrMaVb?Z7FFUeY3 NdzegNj-dcyrgT6ORpRS10ZMskhXailcg2 Lvu4JMMSAzVmx7
4q IM. MtgYi et•a.r'tllXil tpffiji01tr1fil;111 fEU6e(oYfri[a(elOr(nll';xnCelEKelei hn.IMi rt¢iett.rtdta teaamlau ktpatgptPrrlaall Irr0.11 rhtmYrlPn rt Yma"e"alrhlr.rj
teldttr•rl7m tarnMrrt>tra nd ill Ites it* ttrtrpt.ymi bioll4m a+s on d14meits, dill .rMeivarw+yat minaWrlnpdup tml 69Mage A.p..r ewp eu he6pn.rqurl..wat Anthony T. Tombo III, P.E. r.aer,
t+t,r.iwyhrny.rr ro.r.rib.t.a.rr.prrtagr t•..atea ro rekrrwlvgtw./ttrl.npndarad.ruaxrttn.trtir.osagtraaurr.nrerrrny.mux a80083 rwe"Illpadtatr
rr m llmta.atimFlats,rr+leasdaNat(wpml ftwomparyNhriijMed aftwarp rIM1ltl.trtnMeNrlalrinerltmkup.hass"h wadlanVatn.e,abil 4451 St. Lucie Blvd. tla.m largetentgrrptr.alq li itenrthti
hlmtkgtttpatr Wirl[lgkyr,riaufimehrwtaitttly Ur4aHtlr•rnnMrrlill, fat Pierce, Ft. 34946 gpilM 0 Md, A•1 led
Imus • An4q I. Iake W. U. ItpuBaies of ibis Iemate6 is all too, it ptdlirl .idea de ation lemistise bee A-1 led hesus • Way I lake III,11
Job Truss Truss Type Oty Ply
WRCSRBLM M06 Hip 1 1 A0033260
Job Reference (optional)
MOO! t Fusses, run rrerus, rl. JVH9o, oesrgn(a a
4.00 12 5x6 =
3x4 =
e
Run: a.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Fri Mar 30 1 V.22:38 201
4x8 = 3x6 = 1.5x4 II SOB =
15
6x6 = 13 ._ ..
3x6 =
3x4 =
3x6 = 3xI2 = 1.5x4 II 3x6 =
3x6 =
LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deft L/d
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 FBC2017/TPI2014 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 3-4-2 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 3-6-9 oc bracing.
WEBS
1 Row at midpt 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 = 1917/041-0 (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=-154 W028
BOT CHORD
2-16=-188/972, 15-16=-83/335,
14-15=43/335, 13-14=-1155/1251.
12-13=-1155/1251, 11-12=-1835/1434,
9-11=-1812/1422
WEBS
4-16=406/739, 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=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 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 (jt=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 244/190
Weight: 175 lb FT = 10%
4"Amr.eidi—er-I1tlLJ nesarwtrlaria nna uamtntm7 11imuuenE7Lelr r..4.gthrF.enr!un.r lnttn h.r/llalrr4!nt IrreII1 Yenwnet wutannu ew r W.y
1hh1 WhVd Fr1W1errt IF.1d It elm lt.R lthx} F.4twr hileW,r led -q lrigmn F rm xr rbtre g-%IQWVNq IF IN ot}nr tgtrmt4lmr r nl-¢.r.114 rin;P ugtn.4 q'rent-nrt ' q y pn T. Tomlxl III, P.E. rFu a lmtrgldlo hrtty Ji.rO.r.ro.dt meltM 92.rbughw.dundrdlr Q.rrrr Wl./gtWrlM.Mp d rlNrgYY.xerrmta7.It WY ara)F.YYd/irrYnluOrrnyraWta! Y
raugtnpt rneFti.u a,mM:rlmrr setrraemeredr,c.Mreugle.rlmq rldMArvun etsuiprPa.. mt atrt = 80883
rla.l/lFreedt e4 rq--rggaputu+rdti4tuGxPfpehlElrWgY.p,t+ss1-
PelwtrM IUI nrFq,tnuAnPLp.rtntnten..ant 4451St.LudeBlvd. rs.ftpFxly Mfal Va FrrnoeMr.IRI.
ti O}IIM•Illellatus•An LLm6l81.1J. ry laop leitd dfienA•Iledlmut-A.Anrl.l.btlLl.l. Fort
Pierce, FL 349t6 p}
tM t.ry tepll.Giadd'nA aelm,il. , it .hl'ad:ule.Irle.Fxu.
Job Truss Truss Type Ory
WRCSRBLM M07 Hip 1 1ph1 A0033261
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946. design®attruss.com
4.00 12
Sx6 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Mar 30 11:22:39 2018
3x4 =
4x4 = 3x6 = 1 Sx4 II 6x8 =
A 5 a 7 a
3x4 =
15
6x6 = dx8 =
12
1.Sx4 II3x6 = 3x6 = 3x6 = 3x6 =
LOADING(psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code F13C2017frPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2,T3: 2x4 SP N0.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at mfdpt 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 = 1933/0-8-0 (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=-144/739, 15-16=-56/373,
14-1 5=-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,
CSI. OEFL. in (loc) I/dell L/d
TC 0.70 Vert(LL) 0.5811-22 448 240
BC 1.00 Vert(CT) 0.4611-22 568 240
WB 0.73 Horz(CT) 0.02 9 n/a n/a
Matrix -MS
WEBS
3-16=-203/334,4-16=-498/807,
4-14=-12151852. 5-10-1105/ 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; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5 Opsf; BCDL=S.Opsf; h=151t;
Cat. It. Exp C; End., 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 2-0-0 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=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
PLATES
MT20
GRIP
244/190
Weight: 175 Ib FT = 10%
cb
0 v
LA
6
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4451 Lucie Blvd.
Fort Pierce, R 34946
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Job Truss Truss Type Oty ply
WRCSRBLM M08 Hip 1 1 A0033262
Al Rmf Tnlssnc FM Po.rrn FI 1AOAdt wee:
Reference -1lklnal
o. • „ 5 14,,,, ex 2w i r rnnc o. l xu s Nov i z zui i MS i ex industnes, Inc. FriMar 30 11:22.40 201 fI Page 1 ID:
fXMofrMaVb1Z7FFUeY3_NdzegNl-Z 4bF97eyQhA_Kjk_8k?f72xgsfdNgFcpTODW3zVmwz t6$1 t 11 0 0 18.4-0 23 7-2 29 0 0 33 5 5 40-00 1- 0,0 6Stt4-5.5 7-4-0 5 3 2 5 4-14 4 5 5 6 r11 5x6 =
4.
00 12 3z4 =
3x6 =
3x4 =
5x6 —
ti
A
d
6x5 = "
3x6 =
3x6 = 3x6 = 3x8 =
3x6 =
3x10 =
LOADING (
psf) SPACING- 2-0 0 CSI. DEFL. in (loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.31 16-19 717 360 TCDL
100 Lumber DOL 125 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 FBC20171TP12014 Matrix -MS Wind(LL) 0.54 12-22 485 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
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 purlins.
BOT
CHORD Rigid
ceiling directly applied or 4-11-12 oc bracing. WEBS
1
Row at midpt 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
Harz 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, 3-4=-445/111, 4-
5=-365/125, 5-6=-365/125, 6-
7=-833/994, 7-8=-856/1324, 8-
9=-95611354, 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=489/1408,6-10-1077f792, 7-
10-1343/1556,7-12=-1080/816, WEBS
3-
16=-563/532, 4-16=-218/325, 6-
16=-889/1408,6-14=-1077f792, 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; End., 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 8 MWFRS for reactions
shown; Lumber OOL=1 60 plate gnp 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)
r This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Qt=lb) 2=174. 14=955. 10=543. 7)
WARNING - Please thoroughly review the 'A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
PLATES
MT20
GRIP
244/
190 Weight:
184 lb FT = 10% dely
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JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-10110
TYPICAL HIP / KING JACK CONNECTION I STDTLOI
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 I Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC 2 BC (Typ)
0
r`
3ch 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 CHORO
V-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' D.C.
2XG DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON \
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
ENO WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WINO 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 WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'.
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
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 INLAYEO
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS
URAL
TRUSS
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04
CONNECTION DETAIL
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409.1010
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.
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 LOCATEO 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 1 TRUSSED VALLEY SET DETAIL — SHEATHED I STDTL05
e e
eeeeee eeeeeee
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
VALLEY TRUSS
TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS 112
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5') WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL'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.
BASE TRUSSES
TRUSS CRITERIA:
a 4. ,
c cnu,'-Ummun
SS, OR GIRDER TRUSS
WIND DESIGN PER ASCE 7.98, ASCE 7-02. ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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FL 34946
FJ.EBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06
wtss
rtr
rtrt
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
SECURI
W/(
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
I1 V
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EOUIVALENT.
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 EOUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7.98, ASCE 7-02, ASCE 7.05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSURE C
WINO DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS 02 MAX TOP CHORD TOTAL LOAD = 50 PSF
SVP TO THE ROOF W/TWO USP MAX SPACING = 24- O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD Of 6 PSf ON THE TRUSSES.
INTO EACH BASE TRUSS.
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JULY 17, 2017
1 1 V /1L_L_L_ 1 %JL_ 1 L" 1 nIL_
HIGH WIND VELOCITY) STDTL07_
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409.1010
ATTAC
WIND DESIGN PER ASCE 7-98. ASCE 74
WIND DESIGN PER ASCE 7-10: 170 MPF
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UNO-..., - ....
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF Z - 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 NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
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R 34946 fw.;.Yfllf1l1.1 f..Itr..w.I..Iu.i trl.l0 t/.rJ.w:udd:./uw..;.w6..L..J:a.I.:A.r.L..:e...r.:..:u4.. 1.I f.d i.......Ir....11.1. I.t
FEBRLTARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
44S1 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/IOd NAILS, 6. O.C.
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONOITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUDP2X4
N2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' OZ.
2) 10d NAILS
INTO 2X62X6 SP OR
SPF M2
2X4 SP OR
SPF M2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A W/(4) - IOd NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
t WITH (2) - IOd NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) 8d NAILS MINIMUM,
3X4= PLYWOOD SHEATHING TO
2X4 STO SPF BLOCK
ROOF
SHEATHING
DIAGONAL BRACING ** L - BRACING REFER
r N i a v 11 AIX
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
11. MINIMUM GRADE OF M2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d
2. CONNECTION BETWEEN BOTTOM CHORO OF GABLE ENO TRUSS AND WALL TO 12, MAX. NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT SLOG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP N3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES 8 24' D.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' O.C.
S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' D.C. ATTACHED
THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. TO BLOCKING WITH (5) -
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 10d NAILS.
9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY. SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
END WALL
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP031STUD 12'O.C. 34.10 5&11 6&11 11-1-13
2X4 SP #31 STUD 16' O.C. 3.3.10 4-9.12 6&11 9.10.15
20SP931STUD 24'0.C. 244 3.11-3 5.4-12 81-2
2X4 SP #2 12' O.C. 3.10.15 5&11 6&11 114.14
2X4 SP 92 16' O.C. 3&11 4-9.12 6&11 10.6-0
20 SP A2 24' O.C. 1 3.1.4 3.11-3 6.2.9 9.3.13
j DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6. O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST 8E 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING
DURATION OF LOAD INCREASE -1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017
WITH 2X BRACE ONLY STDTL09
VOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOY. OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
ONTINUOUS LATERAL BRACED WEBS.
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
SIZEW!
2X6
1 2
2R 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLI0
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409.1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG '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 REOUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENOS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT W000 SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
WEB WITH (3) - 10d SCAB WITH (3) - IOd
r
NAILS (0131' X 3') NAILS (0131' X 3').
I
ATTACH TO VERTICAL
WEBWITH (3 - 1 NAILS
3X0d 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
CHORD WITH (2) #
12 X 3' WO00 SCREWS
0216' OIA1
USE METAL
FRAMING ATTACH TO VERTICAL If- ATTACH TO VERTICAL INSERT SCREW THROUGH ANCHOR TO
ATTACH WEB WITH (3) - IOd SCAB WITH (3) - IOd OUTSIDE FACE OF CHORD INTO TO BOTTOM
CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL
TYPE SCREWS) TRUSS 2X6
4' STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY
OTHERS) THE STRONGBACKS
SHALL BE SECURED AT THEIR ENOS 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' - 0' 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
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS
SHOWN).
2. THE ENO 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)
OIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
H
128 74.2 67.9 58.9 57.6 50.3
n
131 75.9 69.5 60.3 59.0 51.1p
J
N 148 81.4 74.5 64.6 63.2 52.5
ri
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - )6d 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 (OOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
3(' TO 60'
45.00'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE ENO 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
0°
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
r
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVO. 162 72 58 39 37 25
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.
a
April a 1, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE 6LVD.
FORT PIERCE, FL 34946
772.409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2410 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
STDTL 14
4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
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r r.+.rAr.enr.rr.t.r.ri..r..M•/•.4•r t.1rir.q rw r..•ye.rrM v•w!rrry.r.•o.. we••rlll rp.ra owpeu w rr uwti.rr Ant7y T. Tanbo 111. O.E.
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olelcc, fl 349a6 1
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FEBRUARY 17, ZO11
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTLI5DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRACE 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' OIA. 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 ENO 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
I BREAK
10d NAILS NEAR SIDE
10d NAILS FAR SIDE y rota
AND SBREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X' MIN —
6' MIN
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
GOES 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 CURING APPLICATION OF REPAIR.
3. THE ENO 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.
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 2X8 2X4 2X6
20 30 24' 1708 2559 1581 2342 1320 1980 1352 2028
26 39 3p' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3877 2511 3767
44 68 q8' 3857 5485 3348 5019 2829 4243 2898 4347
FEBRYARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTLI6
A-1 ROOF TRUSSES
44S1 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
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM M2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' OIA. X 3') SPACED 6. O.C.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
I_ 01
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
lPJ
tv'1 11011
IFS, 3114'
5
3 5/8" _
1' On1!
HATCH LEGEND
8' - 0" / 8' - 8" A.F.F.
8' - 8" / 9' - 4" A.F.F.
14' - 4" / 15' - 0" A.F.F.
18' -1 7/8" / 18' - 9 7/8" A.F.F.
r
AMate=
Nate:. Tnrssm are designed for SHINGLE materlal. Notify
truss manufactruer It mateml is other than SHINGLE.
SERIAL is
y
0w^"-4al1m._l
l.+ea w..uaa-1b x.rrtwt
NL/ I t: ALL I KU,1 I U WALL ANeJAJK I Kl1JD I U
LEDGER CONNECTIONS BY BUILDER j a
UNLESS NOTED OTHERWISE) H14.410
NOTE: ALL CEILING DROPS BELOW BEAM ARE i' t 1113- BY BUILDER (UNLESS NOTED OTHERWISE) - a a . } i a c j
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO • a ar-e- a
SHOW TRUSS I.O. AND TRUSS LOCATION ONLY. 4i - i :
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE S aSTRUCTURALSTABILITYOFTHEENTIRESTRUCTURE. - - -
REFER TO THE INDIVIDUAL TRUSS ENGINEERING - j It r ' :
E
DRAWINGS FOR GRAVITY AND UPLIFT LOADS. 21 T
s3sa s_
jr
FOR BRACING d ERECTION DETAILS REFER
TO SCS103 AND/OR ENGINEER OF RECORD "e S a $ $ 3
s:3 sia E
C - 3ga
ail
a - REPRESENTS THE LEFT SIDE OF ' 9 a is
EACH TRUSS DRAWING• Y
u AIS24 ON DUMB - _ ;s 2 a a
lea .a aYg
G JUS2/ Ol MSIW2
G RI021 Q MUS2/ _ = s a = j
OO TH02/ \../ JUS24.2
r
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If HANGER BY BUILDER ; a e 2
7E 'l o ilLOADINGIROOFFLOORWINOLOADin - A a
a.
11VE LOAD 20 40 ASCE 7.10
u DEAD LOAD 10 10 IN MPH EI(P C
2yE a3:
C LIVE LOAD SO• 0 CATEGORY It a } a
2a0 Aas;9a'S4- DEAD LOAD 10 5 ENCLOSED 3 7- 9 r 1 is
TOTAL LOAD 40 55 MC • 201.7 a -1 =
DURATION FACTOR 125 L00 TR • 2014 - - -
1='e
o _ 3
REV DATE BY REMARKS
01 12/06/201R WOE UPDATE H s e a a?- V,
3
a}Ez r-•_
e
9d N
is understood that above >5 3 conditions
have been reviewed APPROVED s = 's -a 2,1 L d
are acceptable for the O
APPROVED As NOTED 'S Sz a s = i IabliCaUOnaltrusws, ; . eleva
8 « "•
REV6E s
AND
RESUBMIT a -" elevalianalpitches,
bearing O REIECRO conditionsdalldetailpertainingro
this truss placement plan. NO z S back
charges vas be accepted - B vAdnoul
previous written DATE approval
from an A. 1 Roof ? y s y Trusses
re maave. REVIEWED BY i; - 9 j i v 1 PLANDATEARCH: -/-/— STRUCT: -/-/— 5 L 1 q 4 g = -pp aaa
CUSTOMER
RMAN HOMES 3
r ---
ail JOB
NAME SANTA ROSA'S' G^fFRYJNT a
a
LOCATION
LAt{ INORNAAL-A17AU COMMNIY
IOTA
LOT
40 ' e $ e a` - s Is=
2zaI. BLOC
BLDG i ; ; s Ga. I TYPEs;=-
gXz esJOB
a 72352 MASTER wRCSRBLM ' : T _ DRAWN
SCALE I p i3 9 I a DATE :
cas`ia=: N
F.S. 4_
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1 ROOF a sz$ • = r =
TRUSSES=E;:a= A
FLORIOA CORPORATION 5 g a ., e Ph
772409-1010 J Fax 772-409.1015 ^ r 3 z 1 g 8
ww.
hopl/walfruss.com a 3 Y+ a i }
E9UNIVERSAL ES Prerect o. 0110.1
0
0732.0000
ENGINEERING SCIENCES Report Date: 9/14/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection -Plan Review -Building Code Administration
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106
In -Place Density Test Report
Client: Ryan Homes
4307 Vineland Road, Suite H2O
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
UES Technician: Sammie Edwards
Date Tested: 09/14/2018
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: 3652 Crawley Down Loop (Lot # 40) Type of Test:
Material: Fill Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
aximum
Density
per
ptimum
Moisture
i%)
Field Dry
Density
pd)
Field
Moisture
1
Soil
Compaction
1%1
Fill
Depth
inch)
Pass
or Fail
10 North West Corner of Pad 0-1 ft 105.4 12.2 104.1 4.3 99 N/A Pad:
2 South West Comer of Pad 1-2 ft 105.4 12.2 103.2 4.5 98 N/A Pas:
3 South East Comer of Pad 1-2 ft 105.4 12.2 105.7 3.9 100 N/A Pas:
4 North East Corner of Pad 1-2 ft 105.4 12.2 104.8 5.8 99 N/A Pas:
5 Center of Pad 2-3 ft 105.4 12.2 106.9 6.3 101 N/A Pas:
Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area.
0
Tn n Mkl:nJ' n .h.•/..nl n #1 #.'nn nl:nnln //.n O..I.I:w en.i n..n•.nh•nn nll -nnnAn nnn n..Aw.:Nnil n..nnil n../Mnri.n/:nw
DESCRIPTION AS FURNISHED: Lot 40, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florido.
BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
LOT 31
LOT 32 LOT 30
S 00019'09" E
60.00'
M1v ?@
36.83' 36.83' 36.83'
LOT 40
10.00•
21.3'
10.00•
tar
W W
a 21.3 a
w. w.
LOT 39 W
n O b LOT 41
w
FORUBWO FOUNDATION O wDowTOPOFFORMS - 28.10' ,00
10.00'
w,
F 1
21.3•
10.00•
ENDS ENDS
Jeer
23.30• 28.17'
a• unL ESNr. l - - - - - - - - - - - - P.C. ----- 234.95• M1
B.a.) S 00619' 09" E 60.
00' M1
CRA
XLEY DOWN LOOP SO-
PRIVATE yw PROPOSED -
FINSNED SPOT GRADE ELEVATIONS BUILDINCFRONT - 25 AS
FMNISPIED PER
DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR : 20• PROPOSED
ORAINAGE FLOW ,p7. IMPERVIOUS COVERAGE - $465t SOLAW FEET OR 35.7x SIDE - 3' FOR 40' LOTS LOT
CRAOM TYPE A ', LOT CONTAINS 6.90Df SOWRE FEET SIDE - 7.3' FOR 6o' LOTS PROPOSED
FINISH FLOOR PER PLANS - 28.t' LMNG AREA CONTAI6 1.7143 SQUARE FEET SIDE - 10' FOR 73• LOTS CONC
CONTAINS 731 t SOLIARE FEET SIDE STREET - 23' CRUSE'
NME'YErR-SCOTT & ASSOC., INC. - LAND SURVEYORS LSO-
Lm - P ,
PLAT 0= , PONT a LL[ m400 E. COLONIAL DR. ORIANDO FL 32807 (407)-277-3232 FAX (407)-638-1436 r . rms TAP. . TYreAt 1A .
mm m NLC .
Pfaff W aMpGL pNNA11R 1. M wvM=4S 00! #4xw cw" IRO on stwar 1Q/! M e1ANCIA 02 or me= w fam N M NA N mwm OF LL . OI fR Pei . Pmlf O fib AAv.Mt MWIMM .
MKT= AM MPPEU A OWIR W-17 RAIp1 A01/Q1RI a t= fuRnmw O SOCION 4n=. RAOOI SLUM CAL . fAOWt IWPOI W . tlCIL t
NLm Df e01 AfMfM11 SAW= AND MOM& R1® MAI. M SLW" RIP fe Cd AIT NOT wn 6LL : qlC Yy4, : w"
wm t 1 110 f1A1 0' iff IIOMM R LIfTID! IWSY00t/ rlr 0 W M AA11[IdL /lf[! W7 ! 000! RatR.7OtL IlLL .
f®T f7 o0P00 e" . CYAAAT[P AI "won ow mmr Do IPlQII. Pie .
t4mR Q mmmee IRA . PaNRfon mo07a muna f. fO fAaalAnAL Avammofn Rue am L== wm 011eleTt Orel u'
Lloe Ir. . ILMAW MTKUMnm 6tvAtlfR A ON SLOWY 8 M1R00 /III M SOIL WOO' W IRO! CWM ID AND SW" W? ! MM /IW e' ANT 01N01 DMIV. W :
L T
BA : LlK t
AIOgMa SRN M2 M &GWW 0I SOM 30M WKW SONS NO ! 1 M INIZOM CT dA"W YNa r
I LL . Y2 lft 0 P. SUO t Me N= A=NM Y11W MO W M WC SOOT AS &M LAID OW BLAM4JG
tGAW=ft I LRIC A! mm AI RVdW 1Q1C1 wwwL SIIW O Wft Wm 611dom a NWM I&
uMp Lo. rom IL0O11MkAle f AfAlAi0Albf M IML Nm /
MILL H • ==
IC NAM t01LE - 1- " 20 DRAM IY.' Ps. -
PmR s AIN m ROLL :
eniTOxo BY! W[ inn u _ i : "
iOOLac>w PLOT PLAN 01-24-2018 433-18 P •
Pnu PLOT PLAN 03-13-2018 J063-16 u :
c° rAtm RaRnl
FORMBDARO
FOUNOATIOK4UVS. 09-19-2018 6340-18 sle
rat
sLANo/vROPurY one NOT Mf: Wn f •-JC M:
100 ,yl g00D q ,! ,R tpY- TOY R.L1 / 4714 Iow
iP NIP 1 12117e"M (do-M-07) .IAYES .
SOOT. A S / 4W1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:_
Documented Construction Value: $
Job Address: ' . . Historic District: Yes Nog2L5
Parcel ID: Residentiato Commercial
Type of Works Newo Addition Alteration Repair Demo. Change of Use Move
Description of Work:"1_n5 11
Plan Review Contact Person: '1h ..,I 1 MAC. Title:
Phone: fim
III Prtiperty Owner Information
Name
Street:
City, State Zip:
Namel{ 4
Street: 1J3
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Resident of property? :
irmation / / /
phone:• `l 0 7 - 6 '2` 5 - 3 0c Cf
Fax: , 0 - ?53
State License No.: K
ArchitedfEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no Work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
Revised: June 30. 2015 Permit Application
i
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 at work will
be done in compliance with all applicable laws regulating construction and zo
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signatureof Notary -State of Florida Date
of Contractor/Agent
Name
Signature of No ry-State of Florida Date
CHERYL D AKERS
L'`:
MY COMMISSIONS FFM962
4„ EXPIRES June 05.2020
Ito?) 3'39OM F6widar4ouwVSe Nce.eowrr
Owner/Agent is Personally Known to Me or Contractor/Agent is _&,n-Personall'y Known toiNle or
Produced ID _ Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30. 2015 Permit Application
r
1 888 8 WID5 jDEL-AIR State Cert
CAC032448 HEATING • AM
CONORIONING 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 1$5,530.00 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 89.00 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 4,195.06 SANDPIPER POINT
VERSION 2 OPT S ITTING
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 S 750.00 SANIBEL VERSION
l 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 1$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 MORNING RM _ 3.5 15.0 4 5,600.00 SA WGRA
S 3. 2.0 15.0 4 9,232.00 SAWGRASS OPT
1ST 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 15 9,288.00 SAWGRASS OPT
BONUS BDRM 3.5 / 2.0 15.0 14 9,222.00 In u•
anf.nl.
41„]Ti 1
15 lightyears, Inc
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,
151ightyears
6 . -,,777
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:/Itinyurl.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,
Timothy Pitht
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
Envelope Leakage Test Report (Biower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: (A- Community: 1 er.6 WN,+er Lot: yo
Address: 3452 C- k e '.,.,., L.eop Unit:
City: S9nG•4'--ej State: F! - Zip: 3 Z? 73
Air Leakage Test Results 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.
PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the 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 Colt (Performance) or R406-2017 (ERI): =
L $B S X 60 _ 2L S o0 = V. 2 Method for calculating building volume-
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
aePASS (Mechanical Ventilation is not required) &Code software calculated
915ASS (with Mechanical Ventilation) O field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSVRESNETACC 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.Exterlor 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.
S.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 LightVears, 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: 1 Z
Printed Name of Tester: Aaron Overholt
License/Certification #: 20NAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:...... . -
Job Information
Builder: rt?rfa•i Community: ,C.,Ji••s Jf .., Lot: y0
Address: 3452 C,av /eY <<,,. Unit:
City: inq,% <,Cf State: Zip: 32 77-7
Duct Leakage Test Results
System 1 VZ cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm2S
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 (00.') E]NO (;03)
performance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
y2 + LSG 0 = G-0 1 Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Toned
Leakage e selected on Form Qn specified on Form R405-2017systemsSquarereFoFootagegType
R405-2017 (Energy Calq or R406-2017 (Energy Calc) or R406-2017
FZ:IPASS 1
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: C Date of Test: \2 • % • t 7
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing AuthorityRFSNFT Copy
of License / Certificate of the tester must be attached)
i
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a)
rwL
LL
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ce
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
RFI # 2GNAB7
2 '
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)