HomeMy WebLinkAbout3925 Crawley Down Lp 18-2549; NEW SFHGrant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181y05509 Book:9211 Page:13; (1 PAGES) RCD: 9/14/2018 10:43:54 AM
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. 18-2549
Parcel ID Number. 17-20-31-5VC-0000-1120
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 # 112 of Kensington Reserve 3925 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT.
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA
Address: Amount of Bond:
6. LENDER:
Address:
Phone Number:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition. Owner designates
to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from dale 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
Signature Owner or Lessee, or Owners or Lessea's (Print Name and Provide Signatory's Tiger011iae)
Autofted Qglce/DlreMOPartnedManage)
state of Florida County of
The foregoing Instrument was acknowledged before me this day of SN', —T , 20 18
by Dayna Mitchell Who Is personally known to me CX OR
Name of parson making sistement
who has produced identification type of identification produced:
rRACY LEIGH MCDONALD
Q99 c,r;Y COMMISSION it FF925012 Notary Signature
EXPIRES October 06. 2019
I r ij„?.x; Ftorle lPlo:uRsmvice can,
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: --<a-( Is I 19
jProjectName: Kensington Reserve Project Address G--(,e.11 (D4 LQ'
Building Permit #: o.J Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print Name of rant
Signature f i r enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber - Ryan Homes
Print Name of forr7l
Signature f e ontractor
CGC151715
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
El. Contractor License #
CALLED INTO: o Progress Energy Florida Power and Light on
Rev. 02/10/15)
6,
IL
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 ? _.: -5
Documented Construction Value: $ +> . 26F5 $// . I"
RC Job Address: 3925 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1120
Type of Work: New X Addition Alteration
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Historic District: Yes NoEA Residential
X Commercial Repair
Demo Change of Use Move Title:
Production Admin Email:
trmcdona@nvrinc.com Property
Owner Information Name
NVR INC. dba Ryan Homes Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? City,
State Zip: Orlando FL 32811 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 Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: Address:
N/
A Mortgage Lender: N/A Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE, FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
5/31 /2018
Signa e of Wmer/Agent Date
Tracy McDonald
5/31 /2018
S ignature;Gtftronttctor/Agent Date
Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
5/31 /2018 5/31 /2018
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
MEAGAN LYNNE FOVkER MEA GAN LYNNE FC',rJLER
MY COMMISSION €I GG 063253 hey COMMISSION GC 063253
EXPIRES. "TUa'y 17, N21
w
EXPIRES January 17, N21
pnG ihru Budget Notary gervites FsondeG litre 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 q Electrical [; Mechanical 0 Plumbinge Gas[] Roof
Construction Type: J t3
Total Sq Ft of Bldg: 5/6 S
Flood Zone: EIC
Min. Occupancy Load: I Coo # of Stories: 2--
Occupancy Use: 2!3
New Construction: Electric - # of Amps 7,4>0 Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No [' # of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: wt G3- I44 b FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan.
t-
2l
Fire Alarm Permit: Yes No
WASTE WATER:
1
BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 98,516
Job Address: 3925 Crawley Down Loop Historic District: Yes NoER Parcel
ID: 17-20-31-5VC-0000-1120 Residential X Commercial Type
of Work: New EA 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 INCH 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. 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: 5111 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
5/31 /2018 5/31 /2018
Signa a of er/Agent Date Signature Con \ctor/Agent Date
1
Tracy McDonald Tracy McDonald__'
Print Owner/Agent's Name
C 5/31 /2018
Signature of Notary -State of Florida Date
4V PEE MEAGAN LYNNE FOV&ER
e * MY COMMISSION # GG 063253
4 EXPIRES: Januarysemen17,2021
r"
eOMF,e°BondedThNBudgetNotary Print
Contractor/Agent's Name LA
5/
31 /2018 Signature
of Notary -State of Florida Date o,
4Y
P'JE^ MEAGAN LYNNE FOVI LER MY
COMMISSION # GG 063253 EXPIRES:
January 17,2021 srJr°
BondedThNBudgetNotaryservicesOwner/Agent
is X_ Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID
Type of ID Produced ID Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type:
Total Sq
Ft of Bldg: Occupancy Use:
Min. Occupancy
Load: New Construction:
Electric - # of Amps Fire Sprinkler
Permit: Yes No # of Heads APPROVALS: ZONING:
ENGINEERING: COMMENTS:
Flood
Zone:
of Stories:
Plumbing - # of
Fixtures Fire Alarm
Permit: Yes No UTILITIES: 14 -
7 WASTE WATER: FIRE: BUILDING:
Revised: June
30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELEcTRIGAL. PERMIT.
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 130 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1VIECHANICAL'PERMLT,;,.
r :^
a
r as
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
Revision
Response to Comments 13
Permit # 18-2549
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building0sanfordfl.gov
Submittal Date 8/13/2018
Project Address: 3925 Crawley Down Loop
Contact: Tracy McDonald
Ph: 407-692-9831
Fax:
Email: trmcdona@nvrinc.com
Trades encompassed in revision: General description of revision:
Building Truss ID Numbers mismatched with Plans
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building ::F 4 -1 t 1 %
PLAN REVIEW COMMENTS
Application Number: 18-2549 Date: 08/08/2018
Project Description: New SFR Contact Name: Tracy McDonald
Job Address: 3925 Crawley Down Lp I( , , Contact Email: trmcdonaAnvrinc.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 webs ite at www.sanfordfl.gov. Provide two copies of affected 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 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.
Office meetings 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
SXNFORD
Y OF
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3925 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1120
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
0 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)
WIN
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: E floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 18-2549
Reviewed by: Michael Cash, CFM Date: June 14, 2018
P Application for Paved Driveway, Sidewalk or
0 Walkway Including Right -of -Way Use & t4% F_O1;;- Landscaping in Right -of -Way
www.9ardordfl.9ov 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 z
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the
size and location of the existing right-of-way and use shall be provided or application could be delayed. Call belvetioadig
Project Location/Address: 3925 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: X Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application is s} bmitted by:
Property oarrrer: )
Signature: _ '' / `
Address: 430 ineland;Rd #H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Print Name: Tracy McDonald
Email: trmcdona@nvrinc.com Date: 05/31/2018
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 permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, oremploy- ass (
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. 1
have read/ar)d understand the above statement and by signing this application I agree to its terms. Signature:
Pre -
pour Inspection by: Application
No: _ Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Date:
05/31 /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:
6 " 14 - 20 18 Date:
November
2015 ROW Use Dnveway.pdf
5/30/2018 SCPA Parcel View: 17-20-31-5VC-0000-1120
J CFA Propgrty Record Card
Parcel: 17-20-31-5VC-0000-1120
Property Address: 3925 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-1120
Owner(s) BRISSON WEST PROJECT I LLC -- - ---
Valuation Method Cost/Market Cost/Market
Property Address 3925 CRAWLEY DOWN LOOP SANFORD, FL 32773
Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name KENSINGTON RESERVE
Depreciated EXFT Value
Tax District S1-SANFORD
Land Value (Market) 52,000 14,000
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions JustiMarket Value '" 52 000 14 000
T
S 113
ly
W.
TS 1102
Legal Description
LOT 112
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
Description Date
O
O
Seminole County GIS
Assessment Value
Portability Adj
Save Our Homes Adj $0 $0
Amendment 1 Adj $0 $0
P&G Adj $0 $0
Assessed Value $52.000 $14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Exempt Values
52.000
52,000
52,000
52.000
52,000
Find
Land
Method Frontage Depth Units Units Price
LOT 0.00 0.00 1
Building Information
Permits
Permit # Description Agency Amount CO Date
http://parceldetail.scpaf.org/PareelDetaillnfo.aspx?PID=l720315VC00001120
Taxable Value
0:. 52,000
0 52,000
0 52,000
0 52.000
0 52.000
Permit Date
1/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: k
I hereby name and appoint: Tracy McDonald
an agent of. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The 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: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this Lday of
200 18 , by Robert Lattanzi who is z ,q' ` '
ffloor o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
LYNNE FOWLER
ft1Y COMMi5810N # GG 063253
EXpIREB'. J aa! 17, 2021
rnt7tt1?hNBu0*way Sw"
Rev. 08.12)
Signature
Vt&AG" F-O wv&F,
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires:
SQ.FT. CALC.'S
IST FLR LIVING low Sa FT.
3lV FLR LIVING I'm Sa FT.
TOTAL LIVM3 2,4w Sa. FT.
ENTRY 61 Sa FT.
GARAGE 4" Sa FT.
LANAI 160 Sa FT.
TOTAL 3,160 $a FT.
OgP06Tf MO UL#=M TWO LAA X YAYO AO IWMW
FORS MOM aRR
CALL
comariam am wbmlw
I a I6 0X -a 5 24D0/-3o26
2 24 30M DR 4 301IN-3218
3 n S-94 4 2&4b/-30.%
3A n 25-014 5 2E.45/•3146
4 33 2)75-64 4 TU3(-34DO
5 49 bm SM 5 2631/-3330
6 33 7)25-51.1 5 7UY-34A0
T n 4 2EA6/-30.1*
WIND DESIGN CRITERIA
A BASIC WND SPEED MM4 (3 SECOND GUST)
VULT.BO / VA60.116 W-W
9. MTE NNAL PFI ESSURE WERCE dT.. )S
C. RISK CATEGOW.TYPE 11
D. EW+OSUPE CATEGORY C
NOTE,
VALUES FOR COPWOMENTS 4 CLWOW. PRESSURE ARE BASED CN
T1E Wh DESKId WIND SPEED. FBCR GTI4 ED. (20IT) ALLOWS TlESE
PFM56UFES TO BE MULTIPLIED BY 0b TO PEET TbE AI i nuew F OR
NOMINAL TESTED VALUES USED BY PI@7DUCT MANFACTWER5.
mm-
L PRIOR TO ORTSNN.L WiALLATIM O14 ALL FRAPN PWWW 7-0 RCN TIE MMW
FLOOR WU BE IPRAY® AM TWATm W MMIE' A TB"M TFEAT® !PRAT
Millfs"
W=
A
CABINET SECTION
FIRST FLOOR PLAN
SCALE: I/4 . F-W ELEVATION 5
e e Of T E E T
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HODEIA
SUMMERLAND
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02997.000 112RI
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FLOOR PLAN
ARCFITEC .
STATE OF FLOfiDA
DATA 5/17/143
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T b C7' 4 2501-3WEGA
WIND DESIGN CRITERIA
A EN"fC WM SPEED MPFF (3 SECOND GUST)
VLLT.60 / VA50.116 MPH
B. WTERIAL. PRESSURE COEFRCENT.. JE
G RISK CATEGOR7'.TYPE 11
D. EM°OWIve CATEGORY C
NOTE:
VALUES FOR GOMPONENT'0 4 CLADOMG PRESSURE ARE
BAS® ON TFE VJt M&GM UM SPEW. FWM 6TW ED. (20M)
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MEET TM AI I MUA a OR NOMIIAL TESTED VALUES USED BY
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FLOOR lLL BE GMYED AND TREATED W' UIV A IMME MATED SFPAY
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STAIR DATA:
17 RISERS 07.57'
16 TREADS •10" +1" NOSING
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9
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot112KensingtonReserveSummerlandBGLNW Builder Name: RYAN HOMES
Street: 3925 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2620.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1278.70 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 268.67 ft'
4. Number of Bedrooms 5 d. N/A R= ft'
10. Ceiling Types (1398.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1398.00 ft2
6. Conditioned floor area above grade (ft') 2488 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. N/A R= ft2
11. Ducts R ft'
7. Windows(271.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 590.25
a. U-Factor: Dbl, U=0.35 223.31 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: N/A ft'
SHGC: 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: 2.769 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features
b. Floor over Garage R=13.0 291.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Total Proposed Modified Loads: 72.52
Glass/Floor Area: 0.109 PASS
Total Baseline Loads: 73.19
1 hereby certify that the plans ands ecifications covered by Review of the plans and 4T ST,gT
this calculation are in compliance ith the Florida Energy specifications covered by this a +,Fps
Code. calculation indicates compliance
w with the Florida Energy Code. Q
PREPARED BY: "''- Before construction is completed r
DATE: 5-18-18 SettPratt this building will be inspected for compliance
with Section 553.908 I
hereby certify that this buildin , a d is in compliance Florida Statutes. 5.S40
withtheFloridaEnergyCode. WE OWNER/
AGENT: BUILDING OFFICIAL: DATE:
5/18/201 DATE: Compliance
requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance
with a proposed duct leakage On 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 On for whole house. 5/
18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
RECokD t_.tj,. 9
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Loll 12Kensington ReserveSummerlandBGLNW Builder Name: RYAN HOMES 1"C Street:
3925 CRAWLEY DOWN LOOP Permit Office: S FORD HIV City,
State, Zip: SANFORD , FL, 32773 Permit Number: 8 .. 2 i, Owner:
Jurisdiction: 691500 f Design
Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) y; *' 1.
New construction or existing New (From Plans) 9. Wall Types (2620.7 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=13.0 1278.70 ft2 b.
Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 268.67 ft2 4.
Number of Bedrooms 5 d. N/A R= ft2 5.
Is this a worst case? No 10. Ceiling Types (1398.0 sqft.) Insulation Area a.
Under Attic (Vented) R=38.0 1398.00 ft2 6.
Conditioned floor area above grade (ft2) 2488 b. N/A R= ft2 Conditioned
floor area below grade (ft2) 0 c.
N/A R= ft2 11.
Ducts R ft2 7.
Windows(271.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 590.25 a.
U-Factor: Dbl, U=0.35 223.31 ft2 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 38.5 SEER:15.00 c.
U-Factor: N/A ft2 SHGC:
13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 2.769 ft. Area
Weighted Average SHGC: 0.290 14. Hot water systems a.
Electric Cap: 50 gallons 8.
Floor Types (1381.0 sqft.) Insulation Area EF:
0.950 a.
Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features b.
Floor over Garage R=13.0 291.00 ft2 None c.
N/A R= ft2 15. Credits Pstat Glass/
Floor Area: 0.109 Total
Proposed Modified Loads: 72.52 PASS TotalBaselineLoads: 73.19 I
hereby certify that the plans and s ecifications covered by Review of the plans and vAE S7.4 this
calculation are in compliance ith the Florida Energy specifications covered by this O
f,
p Code.
calculation indicates compliance cgfrF ' with
the Florida Energy Code. r„ `„ O PREPARED
BY: _ Before construction is completed DATE:
5-18=1$_-S_cQtLPratt _ this building will be inspected for 94
compliance
with Section 553.908 I
hereby certify that this buildin , a d is in compliance Florida Statutes. with
the Florida Energy Code. COPS OWNER/
AGENT: _-_ BUILDING OFFICIAL: DATE:
5/18/201 DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance
with a proposed duct leakage On 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 On for whole house. 5/
18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot112KensingtonReserveSu
User
1
RYAN HOMES
SANFORD
691500
Single-family
New (From Plans)
Bedrooms: 5
Conditioned Area: 2488
Total Stories: 2
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
112
KENSINGTON
3925 CRAWLEY DOW
Seminole
SANFORD ,
FL , 32773
CLIMATE
J Design Location TMY Site
Design Temp
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 Block1 2488 23138.4
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2488 23138.4 Yes 6 5 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main
2 Slab -On -Grade Edge Insulatio Main 115 ft 0
291 ft'
1090 ft'
13 0.11 0
0 0.38
0.89
0.62
ROOF
V # Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck
Tested Insul.
Pitch
deg)
1 Hip Composition shingles 1514 ft' 0 ft' Medium 0.85 N 0.85 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1398 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1398 ft' 0.11 Wood
5/18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Wall -Type _.._- - Space R-Value F!__ la---Ft-In Area.-_--R-Value Fraction..._.-Absor_ Grarli-%
1 NE Exterior Frame - Wood Main 13 50 5 8 0 403.3 ft2 0 0.23 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.23 0.6 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 SW Exterior Frame - Wood Main 13 50 5 8 0 403.3 ft2 0 0.23 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 11 6 9 4 107.3 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 31 0 8 8 268.7 ft2 0 0.25 0.01 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0
11 SE Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 25 3 6 8 20 ft2
2 Insulated Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
2 NE 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 10 ft 8 in Drapes/blinds Exterior 5
3 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 10 in Drapes/blinds Exterior 5
4 SW 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 8 in Drapes/blinds Exterior 5
5 SE 7 Vinyl Low-E Double Yes 0.35 0.29 N 5.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
6 SE 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
7 SE 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
8 SW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5
9 SE 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 8 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 459 ft2 459 112 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000384 2506.7 137.61 258.8 3452 6.5
5/18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
I Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit] Split SEER: 15 38.5 kBtulhr cfm 0.8 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 590.25 Attic 70.05 ft Proposed On Main cfm 149.3 cfm 0-06 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling
Heat H
Jan Feb
Jan FebH
Mar
MarHX
Apr
A P,
ay Juluep
Jun JulIIMMayrl
Jun
rl i 11 Aug9 Seprl
Oct
Oct
Nov
Nov
Dec
Dec
Vent Jan Feb Mar Apr May Jun Jul Au Sep Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
5/18/2018 1:23 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
3925 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ftZ)
7. Windows" Description
a. U-Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1278.70 ftab. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft
1 c. Frame - Wood, Adjacent R=13.0 268.67 ftZ
5 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1398.00 ftZ
2488 b. N/A R= ftZ
c. N/A R= ftZ
Area
11. Ducts R ftZ
223.31 ftZ a. Sup: Attic, Ret: Attic, AH: Main 6 590.25
48.00 ftZ
12. Cooling systems kBtu/hr Efficiency
ftZ a. Central Unit 38.5 SEER:15.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=13.0
c. N/A R=
ftZ
13. Heating systems
a. Electric Heat Pump
2.769 ft.
0.290
Area 14. Hot water systems
1090.00 ftZ a. Electric
291.00 ftZ
b. Conservation features
ftZ
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code complia ures.
Builder Signature: Date: 5/18/2018
Address of New Home: 39
5
JbyDown Loo _ _ City/FL Zip: 32773
kBtu/hr Efficiency
38.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
11i E S?-,,
ys
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.
5/18/2018 1:23 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: 3925 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakag"ndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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.
5/18/2018 1:23 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 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
5/18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'/- 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. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
5/18/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
12403.7.1.1 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.
5/18/2018 1:23 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 (Mandato fte 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.
5/18/2018 1:23 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
5/18/2018 1:22:32 PM Page 1 of 1
Manual S Compliance Report Job: Loll 12KensingtonReser...
wrightsofta p P Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3925 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Outdoor design DB: 92.50F Sensible gain: 30616 Btuh Entering coil DB: 78.30F
Outdoor design WB: 76.20F Latent gain: 5353 Btuh Entering coil WB: 64.1°F
Indoor design DB: 75.0°F Total gain: 35970 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Sensible capacity: 32370 Btuh 106% of load
Latent capacity: 6089 Btuh 114% of load
Total capacity: 38459 Btuh 107% of load SHR: 84%
Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 26840 Btuh Entering coil DB: 69.0°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: 38000 Btuh 142% of load Capacity balance: 34 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 91% of load Temp. rise: 70 OF
Meets all requirements of ACCA Manual S.
wrghtsoft" 2018-May-18 14:06:49
1, _Right-Suile® Universal 2018 18.0.13 RSU23828 Page 1
C...GLNW%Lot112KensinglonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
Component Constructions Job: Lot112KensingtonReser...
wrightsoft® Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
mjflg!qct intormation
For: RYAN HOMES
3925 CRAWLEY DOWN LOOP, SAN FORD, FL32773
Location:
Orlando/Jetport, FL, US
Elevation: 105 ft
Latitude: 280N
Outdoor: Heating
Dry bulb (OF) 42
Daily range (OF) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (°F)
Design TD (OF)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
16 ( M) Method
76 Construction quality
7.5 Fireplaces
Construction descriptions
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Partitions
126-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Heating
70
28
30
0.8
Simplified
Average
0
Cooling
75
18
50
45.8
Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain
l? BluhW-'F W-'FBtuh BtuhM' Btuh BluhM' Bluh
ne 359 0.091 13.0 2.52 905 2.35 844
se 216 0.091 13.0 2.52 544 2.35 508
sw 389 0.091 13.0 2.52 981 2.35 915
nw 206 0.091 13.0 2.52 519 2.35 485
all 1170 0.091 13.0 2.52 2949 2.35 2752
ne 292 0.201 4.1 5.57 1624 4.37 1275
se 194 0.201 4.1 5.57 1081 4.37 849
sw 345 0.201 4.1 5.57 1923 4.37 1510
nw 59 0.201 4.1 5.57 330 4.37 259
all 890 0.201 4.1 5.57 4957 4.37 3893
271 0.097 11.0 2.69 729 1.75 475
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft se
window ht, 1 ft sep.); 6.67 ft head ht sw
all
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se
ft overhang (5.3 ft window ht, 10.67 ft sep.); 6.67 ft head ht se
sw
all
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (1.25 ft
window ht, 1 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, se
114" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, nw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 3.83 It sep.); 6.67 ft head ht
45 0.350 0 9.69 436 25.9 1166
15 0.350 0 9.69 145 24.5 368
15 0.350 0 9.69 145 24.5 368
75 0.350 0 9.69 727 25.4 1901
49 0.350 0 9.69 475 22.0 1077
16 0.350 0 9.69 158 22.5 368
17 0.350 0 9.70 163 22.5 378
33 0.350 0 9.69 317 22.5 737
115 0.350 0 9.69 1113 22.3 2560
5 0.350 0 9.69 48 19.2 96
48 0.620 0 17.2 824 16.9 812
30 0.350 0 9.69 291 25.9 777
2018-May-18 14:06:49
t
wrightsoft'
Right-SuileS Universal 2018 18.0.13 RSU23828 Page 1
AC P....GLNW\Lot112KensinglonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
Doors
11JO: Door, mtl fbrgl type
1.1 DO: Door, wd sc type
Ceilings
1613-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceit ins, 1/2"
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-11 wall insul
20P-11c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-11 cav ins, gar ovr
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh
nw 20 0.600 6.3 16.6 334 18.5 372
n 18 0.390 0 10.8 193 12.0 215
1394 0.026 38.0 0.72 1004 1.41 1970
58 0.049 30.0 0.47 27 0.30 17
244 0.078 11.0 2.16 526 1.12 273
115 0.989 0 27.4 3150 0 0
wrightsaft` 2018-May-18 14:06:49
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
GLNW\Lot112KensingtonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
Project SJob: Lot112KensingtonReser... wrightsoft
ro Summary Date: 06.03.15 Entire
House By: BENTLEY DEL
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For:
RYAN HOMES 3925
CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes:
RSVD 3-20-2017 NMB L.
S. 05-18-18 SRP Weather
Winter
Design Conditions Outside
db 42 OF Inside
db 70 OF Design
TD 28 OF Heating
Summary Structure
21282 Btuh Ducts
5558 Btuh Central
vent (0 cfm) 0 Btuh none)
Humidification
0 Btuh Piping
0 Btuh Equipment
load 26840 Btuh Infiltration
Orlando/
Jetport, FL, US Summer
Design Conditions Outside
db 93 OF Inside
db 75 OF Design
TD 18 OF Daily
range M Relative
humidity 50 Moisture
difference 46 gr/lb Sensible
Cooling Equipment Load Sizing Structure
21090 Btuh Ducts
9527 Btuh Central
vent (0 cfm) 0 Btuh none)
Blower
0 Btuh Use
manufacturer's data Rate/
swing multiplier 1.00 Equipment
sensible load 30616 Btuh Method
Simplified Latent Cooling Equipment Load Sizing Construction
quality Average Fireplaces
0 Structure 3306 Btuh Ducts
2047 Btuh Central
vent (0 cfm) 0 Btuh Heating
Cooling none) Area (
ft2) 2488 2488 Equipment latent load 5353 Btuh Volume (
ft3) 21247 21247 Air
changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35970 Btuh Equiv.
AVF (cfm) 145 74 Req. total capacity at 0.80 SHR 3.2 ton Heating
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI Model
GSZ140421K AH
R I ref 8242633 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 34 OF Backup:
8.
5 HSPF 38000
Btuh @ 47°F 27
0 1283
cfm 0.
048 cfm/Btuh 0.
40 in H2O Input =
7 kW, Output = 24539 Btuh, 100 AFUE Cooling
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Cond
GSZ140421 K Coil
ASPT47D14A AHRI
ref 8242633 Efficiency
12.5 EER, 15 SEER Sensible
cooling 30800 Btuh Latent
cooling 7700 Btuh Total
cooling 38500 Btuh Actual
air flow 1283 cfm Air
flow factor 0.042 cfm/Btuh Static
pressure 0.40 in H2O Load
sensible heat ratio 0.85 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt
tsoft" 2018-May-1814:06:49 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 1 GLNW\
Lot112KensingtonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
wrightsoft, Right-J® Worksheet Job: Lot112KensingtonReserveS...
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
1 Room name Entire House GREAT RM
2 Exposed wall 275.0 ft 53.0 ft
3 Room height 8.6 ft 9.3 ft heat/cool
4 Room dimensions 1.0 x 576.8 ft
5 Room area 2473.8 ft2 576.8 fl2
Ty Construction U-value Or HTM Area (ft--) Load Area (ft Load
number BtulVft2-OF) 13tuNft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cod Gross I N/P/S Heat Cool
6 W
I-- G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.207
ne
ne
ne
2.52
9.69
5.57
2.35
25.91
4.37
404
45
341
359
0
292
905
436
1624
844
1166
1275
0
0
0
0
0
0
0
0
0
0
0
0y/
11
a
yl
2A-2om
12C-Osw
0.350
0.091
ne
se
9.69
2.52
21.97
2.35
49
236
0
216
475
544
1077
508
0
0
0
0
0
0
0
0
L-{
2A-2om
2A-2om
wall, stucco ext
0.350
0.350
0.201
se
se
se
9,69
9.69
5.57
19.19
24.52
4.37
5
15
275
3
2
194
48
145
1081
96
368
849
0
0
154
0
0
121
0
0
673
0
0
528VhBlk
2A-2om
2A-2om
0.350
0.350
se
se
9.69
9.69
22.54
22.54
16
17
0
0
158
163
368
378
16
17
0
0
158
163
368
378
W1
1-G
2A-2omd
12C-Osw
2A-2om
0.620
0.091
0.350
se
sw
sw
17.17
2.52
9.69
16.92
2.35
24.52
48
404
15
48
389
2
824
961
145
812
915
368
0
0
0
0
0
0
0
0
0
0
0
0
y/ Blk wall, stucco ext
2A-2om
0.201
0.350
sw
sw
5.57
9.69
4.37
22.54
378
33
345
0
1923
317
1510
737
303
33
271
0
1507
317
1183
737G
Vjl
G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.201
nw
nw
nw,
2.52
9.69
5.57
Z35
25.91
4.37
236
30
79
206
0
59
519
291
330
485
777
259
0
0
37
0
0
17
0
0
96
0
0
75
11J0
12B-Osw
0.600
0.097
nw 16.62
2.69
18.51
1.75
20
289
20
271
334
729
372
475
20
121
20
103
334
278
372
181P
L-D 1150 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215
C 16B-38ad 0.026 0.72 1.41 1394 1394 1004 1970 6 6 4 8
F 19C-19cscp 0.049 0.47 0.30 58 58 27 17 0 0 0 0
F 2OP-11c 0.078 2.16 1.12 244 244 526 273 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0
6 c) AED excursion 0 107
Envelope loss/gain 16875 16113 5175 3940
12 a) Infiltration 4407 1426 926 300
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 4 920
Appliances/other 2400 0
Subtotal (lines 6 to 13) 21282 21090 6102 5160
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 21282 21090 6102 5160
t 5 Duct loads 1 261/6 451/6 5558 9527 26 % 45 % 1594 2331
Total room load 1 26840 30616 7695 7491
Air required (cfm) 1 1283 1283 368 314
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r}r- wWgf tsatt
A
w••---- -•• Right -Suite® Universal 2078 18.0.13 RSU23828
2018-May-1814:06:49
Page 1
GLNW\Lotll2KensingtonReserveSummerfandBGLNW.rup Calc = MJ8 House faces: NW
F wrightsoft, Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lot112KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name NOOK/KITCHEN STUDY
2 Exposed wall 38.0 If 11.5 If
3 Room height 9.3 It heat/cool 9.3 If heat/cool
4
5
Room dimensions
Room area
13.0 x 25.0 ft
325.0 ft2
1.0 x 155.0 It
155.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft9 Load
number BIUWft2 °F) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 W/
G
12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 ne 5.57 4.37 233 201 1117 877 107 91 507 398
I-.G 2A-2om 0.350 ne 9.69 21.97 33 0 317 718 16 0 158 359
11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 19.19 0 0 0 0 0 0 0 0
L_ 2A-2om 0.350 se 9.69 24.52 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 4.37 121 73 408 321 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
W
I--G
2A-2omd
12C-Osw
0.620
0.091
se
sw
17.17
2.52
16.92
2.35
48
0
48
0
824
0
812
0
0
0
0
0
0
0
0
0
2A-2om 0.350 sw 9.69 24.52 0 0 0 0 0 0 0 0
W
Y-C
Blk wall, stucco ext 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
Vj! 12C-Osw 0.091 nw 2.52 235 0 0 0 0 0 0 0 0
t--G 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
yl
I_._p
Blk wall, stucco ext 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
11J0
12B-0sw
0.600
0.097
rnw 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0
0
168
0
168
0
451
0
294P
L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-11c 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 325 38 1041 0 155 12 315 0
6 c) AED excursion 84 71
Errvelope loss/gain 3708 2644 1431 1122
12 a) Infiltration 664 215 201 65
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4372 4059 1632 1187
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4372 4059 1632 1187
15 Duct loads 126 45%1 1142 1833 26 % 45 % 426 536
Total room load 5514 5892 1 2059 1724
Air required (cfm) 264 247 98 72
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgMtaolt^ 2018-May-18 14:06:49
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
GLNW\Lotll2KensingtonReserveSummeriandBGLNW.rup Calc = MJ8 House faces: NW
9- wrightsofta Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CQNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lot112KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name POWDER MASTER SUITE
2 Exposed wall 12.5 It 30.0 ft
3 Room height 9.3 ft heal/cool 8.0 ft treat/cool
4
5
Room dimensions
Room area
4.5 x 8.0 ft
36.0 ft2
16.5 x 13.5 ft
222.8 ft2
Ty Construction U-value Or HTM Area (f12) Load Area (ft2) Load
number Btuh/ft2-0F) Btuh/ft2) or perimeter (ff) Btuh) or perimeter (fQ Btuh)
Heat Cool Gross N/P/S Heat C004 Gross N/P/S Heat Cool
6 t12C-Osw 0.091 ne 252 2.35 0 0 0 0 0 0 0 0
G 2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
l_{^ 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0 132 117 295 275T2A-2om 0.350 se 9.69 19.19 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.52 0 0 0 0 15 2 145 368
Blk wall, stucco ext 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
W
G
2A-2omd
12C-Osw
0.620
0.091
se
sw
17.17
2.52
16.92
2.35
0
0
0
0
0
0
0
0
0
108
0
93
0
234
0
219
2A-2om 0.350 sw 9.69 24.52 0 0 0 0 15 2 145 368
yl Blk wall, stucco ext 0.201 sw 5.57 4.37 75 75 416 326 0 0 0 0
G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
1qf 12C-Osw 0.091 rrvv 2.52 235 0 0 0 0 0 0 0 0
6 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 nw 5.57 4.37 42 42 234 184 0 0 0 0
11J0 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 00
P
L-D
12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 166-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-11c 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0
6 c) AED excursion 12 51
Envelope loss/gain 997 508 981 1493
12 a) Infiltration 218 71 449 145
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants Ca 230 0 0 1 230
Appliances/other 0 600
Subtotal (lines 6 to 13) 1215 578 1430 2469
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1215 578 1430 2489
15 Duct bads 26% 45 % 317 261 26% 45% 374 1115
Total room load 1533 840 1804 3584
Air required (cfm) 73 35 1861 150
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghtsol't^ 2018-May-1814:06:49
A ^^-- ^•
r ^••^--- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3
GLNW\Lotll2KensingtonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
9- wrightsofta Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CgNDITIQNING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-8 1-2665
Job: Lot112KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC MASTER BATH
2 Exposed wall 5.0 ft 10.5 ft
3 Room height 8.0 ft heat/cool 8.0 ft heal/cool
4
5
Room dimensions
Room area
5.0 x 5.5 ft
27.5 ft2
1.0 x 102.8 ft
102.8 flz
Ty Construction U-value Or HTM Area (ftx) Load Area (ft2) Load
number BtuNft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 V I
r G,
12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 48 48 121 113
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
Vj! Blk wall, stucco ext 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
l--G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 y/ 12c-0sw 0.091 se 2.52 2.35 40 40 101 94 36 31 78 73
2A-2om 0.350 se 9.69 19.19 0 0 0 0 5 3 48 96
2A-2om 0.350 se 9.69 24.52 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
Vy
2A-2omd
12C-Osw
0.620
0.091
se
sw
17.17
2.52
16.92
235
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.350 sw 9.69 24.52 0 0 0 0 0 0 0 0G
W/
G
Blk wall, stucco ext 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
WI 12C-Osw 0.091 nw 2.52 235 0 0 0 0 0 0 0 0
t-G 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
Vj!
I-D
Blk wall, stucco ext 0.201 rrw 5.57 4.37 0 0 0 0 0 0 0 0
11J0
12B-Osw
0.600
0.097
nw 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145
F 19c-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-1lc 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 3 43
Envelope loss/gain 121 130 322 470
12 a) Infiltration 75 24 157 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 196 154 479 521
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 196 154 479 521
15 Duct loads 126% 45 % 51 70 269/6 45 % 125 235
Total room bad 247 224 1 604 757
Air required (cfm) 12 9 29 32
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
F+- wrlgF lsofla 2018-May-18 14:06:49
AIM^
M -•• - -• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 4
GLNW\Lotll2KensingionReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
I- wrightsoft* Right-J® Worksheet Job: Lot112KensingtonReserveS.,.
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL3277`1PPhhoJD40077-831-2665G
1 Room name MASTER W.C. BED 2
2
3
Exposed wall
Room height
9.0 it
8.0 it heat/cool
10.5 it
8.0 it heat/cool
4
5
Room dimensions
Room area
3.5 x 5.5 it
19.3 ftz
13.0 x 10.5 if
136.5 ft2
Ty Construction
number
U-value
BtutVftz °F)
Or HTM
Btutdit2)
Area (ft
or perimeter (it)
Load
Btuh)
Area (ftz)
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 W
I--G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
2.52
9.69
5.57
2.35
25.91
4.37
44
0
0
44
0
0
111
0
0
104
0
0
84
15
0
69
0
0
174
145
0
162
389
0yl
11
2A-2om
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
0.350
0.091
0,350
0.350
0.201
ne
se
se
se
se
9.69
2.52
9.69
9.69
5.57
21.97
235
19.19
24.52
4.37
0
28
0
0
0
0
28
0
0
0
0
71
0
0
0
0
66
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
se
se
9.69
9.69
22.54
2254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
f--G
2A-2omd
12C-Osw
2A-2om
0.620
0.091
0,350
se
sw
sw
17.17
2.52
9.69
16.92
2.35
24.52
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
Y-G
W/
L-G
Blk wall, stucco ext
2A-2om
12C-Osw
2A-2om
Blk wall, stucco ext
11J0
12B-Osw
11 DO
0.201
0.350
0.091
0.350
0.201
0.600
0.097
0.390
sw
sw
nw
row
nw
nw
n
5.57
9.69
2.52
9.69
5.57
16.62
269
10.80
4.37
2254
235
25.91
4.37
18.51
1.75
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
I--D
C 168-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-11c 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A•cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 5 16
Envelope loss/gain 195 192 418 728
12 a) Infiltration 135 44 157 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) 330 235 575 779
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 330 235 575 779
15 Duct loads 26% 45% 86 106 26 % 45 % 150 352
Total room load 416 342 725 1130
Air required (cfm) 20 14 1 1 35 47
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghtsal'!^
AC•h -- --<-•r Right•Suite® Universal 2018 18.0.13 RSU23828
2018-May-18 14:06:49
Page 5
GLNW\Lot112KensingtonReserveSummerlandBGLNW.rup Cale = MJ8 House faces: NW
wrightsoffi Right-J® Worksheet Job: Lot112KensingtonReserveS...
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
1 Room name BED 3 BED 4
2 Exposed wall 10.5 ft 12.0 ft
3 Room height 8.0 ft heat/cool 8.0 f1 heat/cod
4
5
Room dimensions
Room area
13.0 x 10.5 ft
136.5 ft2
10.5 x 12.0 ft
126.0 ft2
Ty Construction
number
U-value
Btuh/W2'F)
Or HTM
BtuNft2)
Area (ff
or perimeter (ft)
Load
Stuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat cod
6 WI
f--G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
2.52
9.69
5.57
2.35
25.91
4.37
84
15
0
69
0
0
174
145
0
162
389
0
96
15
0
81
0
0
204
145
0
191
389
0yl
11
1-C
Vjf
2A-2om
12C-Osw
0.350
0.091
ne
se
9.69
2.52
21.97
235
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I
G 2A-2om
2A-2om
wall, stucco ext
0.350
0.350
0.201
se
se
se
9.69
9.69
5.57
19.19
24.52
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T5Blk2A-2om
2A-2om
0.350
0.350
se
se
9.69
9.69
2254
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
VjI
L-C
2A-2omd
12c-Osw
2A-2om
0.620
0.091
0.350
se
sw
sw
17.17
252
9.69
16.92
2.35
24.52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
G
Blk wall, stucco ext
2A-2om
0.201
0.350
sw
sw
5.57
9.69
4.37
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W/ 12C-Osw 0.091 nw 2.52 2.35 0 0 0 0 0 0 0 0
G 2A-2om 0.350 nw 9.69 25.91 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
11J0
12B-Osw
0.600
0.097
rrw 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 137 137 98 193 126 126 91 178
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 2OP-11c 0.078 2.16 1.12 0 0 0 0 84 84 181 94
F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 16 18
Envelope loss/gain 418 728 622 833
12 a) Infiltration 157 51 180 58
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants Ca 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 575 779 1802 891
Less external toad 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 575 779 802 891
15 Duct bads 26 % 45% 150 352 260/0 45 % 209 402
Total room load 725 1130 10 1293
Air required (cfm) 35 47 8 54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr g1 l:a1'e` ..-•
w••-••• Right -Suite® Universal 2018 18.0.13 RSU23828
2018-May-1814:06:49
Page 6
GLNW\Lotll2KensinglonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
i wrightsoft" Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lot1121(ensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC 2 BATH
2 Exposed wall 7.0 If 0 It
3 Room height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 5.5 x 7.0 It 5.5 x 10.5 It
5 Room area 38.5 ftz 57.8 ftz
Ty Construction U-value Or HTM Area (ft Load Area (ft Load
number Btutditz-*F) BtufVftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V! 12C-Osw 0.091 ne 2-52 2.35 0 0 0 0 0 0 0 0
L-G 2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
yl Blk wall, stucco ext 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
0 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 19.19 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.52 0 0 0 0 0 0 0 0
VhBlk wall, stucco ext 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
Vjl 12C-0sw 0.091 sw 2.52 2.35 56 56 141 132 0 0 0 0
G 2A-2om 0.350 sw 9.69 24.52 0 0 0 0 0 0 0 0
y/ Blk wall, stucco ext 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
Y-G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 rnv 2.52 235 0 0 0 0 0 0 0 0
G 2A-2om 0,350 rw 9.69 25.91 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 nw 16.62 18.51 0 0 0 0 0 0 0 0
P 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-11c 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 4 2
Envelope loss/gain 169 182 42 80
12 a) Infiltration 105 34 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 274 216 42 80
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 274 216 42 80
15 Duct bads 1 26 % 45% 72 97 26 % 45 % 11 36
Total room bad 1 345 313 1 52 116
Air required (cfm) 1 17 13 1 3 5
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f wNghesare-
AC•h - •-••• •
W- Right -Suite® Universal 2018 18.0.13 RSU23828
2018-May-1814:06:49
Page 7
GLNW\Lotll2KensingionReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
wrightsoft, Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lotl!MensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name LAUNDRY LOFT
2 Exposed wall 0 ft 49.0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cod
4 Room dimensions 7.5 x 9.5 ft 1.0 x 384.8 ft
5 Room area 71.3 ftz 384.8 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area yt Load
number BtutVft' °F) BtutVftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 y/
t--G
12C-Osw 0.091 ne 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 25.91 0 0 0 0 0 0 0 0
Vy Blk wall, stucco ext 0.201 ne 5.57 4.37 0 0 0 0 0 0 0 0
G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 19.19 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 24.52 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0 0 0 0 0
W/ 12C-Osw 0.091 sw 252 2.35 0 0 0 0 240 240 605 565
G 2A-2om 0.350 sw 9.69 24.52 0 0 0 0 0 0 0 0
Vy Blk wall, stucco ext 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
t-G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
t-G
12C-Osw 0.091 nw 2.52 235 0 0 0 0 152 137 345 322
2A-2om 0.350 nw 9.69 25.91 0 0 0 0 15 0 145 389
Blk wall, stucco ext 0.201 nw 5.57 4.37 0 0 0 0 0 0 0 0
11J0 0.600 rnv 16.62 18.51 0 0 0 0 0 0 0 0
R 72B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
L-Z 11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 71 71 51 101 385 385 277 544
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-11c 0.078 2.16 1.12 0 0 0 0 160 160 345 179
F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 14 95
Envelope loss/gain 51 86 1717 2093
12 a) Infiltration 0 0 734 238
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 51 686 2452 2330
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 51 686 2452 2330
15 Duct loads 1 26% 45% 13 310 26 % 45 % 640 10M
Total room bad 65 997 1 3092 3383
Air required (cfm) 3 42 148 142
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrtghlsol't^ 2018-May-18 14:06:49
Right-Suile® Universal 2018 18.0.13 RSU23828 Page 8
GLN1MLotll2KensingtonReserveSummerfandBGLNW.rup Cale - MJ8 House faces: NW
wrightsoft, Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665
Job: Lot112KensingtonReserveS.,.
Date: 06.03.15
By: BENTLEY
1 Room name BATH 2
2 Exposed wall 16.5 ft
3 Room height 8.0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 57.5 ft
57.5 ftz
Ty Construction U-value Or HTM Area (ft2) Load Area Load
number BlutVft2 °F) Btuh/ftz) or perimeter (ft) Bluh) or perimeter
Heat Cool Gross N/P/S Heat cod Gross N/P/S Heat cool
6 W 12C-Osw 0.091 ne 252 2.35 48 48 121 113
I- G
yl
2A-2om
Blk wall, stucco ext
0.350
0.201
ne
ne
9.69
5.57
25.91
4.37
0
0
0
0
0
0
0
0
6 2A-2om 0.350 ne 9.69 21.97 0 0 0 0
11 12C-Osw 0.091 se 2.52 2.35 0 0 0 0112A-2om 0.350 se 9.69 19.19 0 0 0 0
2A-2om 0.350 se 9.69 24.52 0 0 0 0
VhBlk stucco ext 0.201 se 0 0 0 0
2A-
wall,
2A-2om 0.350 se 9.699.69 2.5422.54 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0
t91
1'
12C-Osw 0.091 sw 2.52 2.35 0 0 0 0
2A-2om 0.350 sw 9.69 24.52 0 0 0 0
tVy Blk wall, stucco ext 0.201 sw 5.57 4.37 0 0 0 0
2A-2om 0.350 sw 9.69 22.54 0 0 0 0
t-G
12C-Osw 0.091 nw 2.52 2.35 84 69 174 162
2A-2om 0.350 nw 9.69 25.91 15 0 145 389
Blk wall, stucco ext 0.201 nw 5.57 4.37 0 0 0 0
11J0
12B-Osw
0.600
0.097
nw 16.62
2.69
18.51
1.75
0
0
0
0
0
0
0
0P
I-D 11D0 0.390 n 10.80 12.03 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 58 58 41 81
F 19C-19cscp 0.049 0.47 0.30 58 58 27 17
F 20P-11c 0.078 2.16 1.12 0 0 0 0
F 22A-cpl 0.989 27,40 0.00 0 0 0 0
6 c) AED excursion 123
Envelope loss/gain 509 886
12 a) Infiltration 247 80
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 756 966
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 756 966
15 Duct loads 1260/6 45% 1 197 436
Total room load 953 1402
Air required (cfm) 46 59
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r-. •" wrigtf lsof't^ 2018-May-18 14:06:49
Right -Suite® Universal 2018 1&0.13 RSU23828 Page 9
GLNW\Lotll2KensingtonReserveSummerlandBGLNW.rup Calc = MJ8 House faces: NW
Duct System Summary Job: LotlMensingtonReser...
wrightsoft° Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: RYAN HOMES
3925 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.270 in/100ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.270 in/100ft
1283 cfm
126 ft
Name
Design
Btuh)
Htg
cfm)
Cig
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH c 116 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0
BATH 2 c 1402 46 59 0.306 5.0 Ox 0 VIFx 26.2 85.0 sti
BED 2 c 1130 35 47 0.328 6.0 Ox 0 VIFx 18.8 85.0 st3
BED c 1130 35 47 0.414 6.0 Ox 0 VIFx 12.1 70.0
BED 4 c 1293 48 54 0.319 6.0 Ox 0 VIFx 21.7 85.0 st1
GREAT RM h 3848 184 157 0.280 8.0 Ox 0 VIFx 29.4 92.0 st2
GREAT RM-A h 3848 184 157 0.291 8.0 OX 0 VIFX 24.7 92.0 st2
LAUNDRY c 997 3 42 0.447 4.0 Ox 0 VIFx 6.0 70.0
LOFT h 3092 148 142 0.326 8.0 Ox 0 VIFx 19.2 85.0 st1
MASTER BATH c 757 29 32 0.312 5.0 Ox 0 VIFx 23.9 85.0 st3
MASTER SUITE c 3584 86 150 0.319 8.0 Ox 0 VIFx 21.6 85.0 st3
MASTER W.C. h 416 20 14 0.296 4.0 Ox 0 VIFx 30.1 85.0 st3
MASTER WIC h 247 12 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st3
MASTER WIC 2 h 345 17 13 0.306 4.0 Ox0 VIFx 26.1 85.0 st3
NOOKIKITCHEN h 5514 264 247 0.270 9.0 Ox 0 VIFx 33.8 92.0 st2
POWDER h 1533 73 35 0.283 5.0 Ox0 VIFx 28.0 92.0 st2
STUDY h 2059 98 72 0.274 6.0 Ox 0 VIFx 32.0 92.0 st2
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
SO Peak AVF 242 255 0.306 467 10.0 0 x 0 VinlFlx
st2 Peak AVF 803 668 0.270 575 16.0 0 x 0 VinlAx
st3 Peak AVF 198 266 0.296 488 10.0 0 x 0 VinlFlx
wright_soft' 2018-May-18 14:06:50
lIg+s »,,,, . ., .. ,. Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACC,...GLNW\Lot112KensinglonReserveSummerlandBGLNW.rup Calc = MJ8 House laces: NW
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
Cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx
wrights_ oft" 2018-May-18 14:06:50
Right -Suite® Universal 2018 18.0.13 RSU23828 page 2
ACC%...GLNW\Lot112KensingionReserveSummerfandBGLNW.rup Cale = MJ8 House faces: NW
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot112KensingtonReserveSummerlandBGLNW Builder Name: RYAN HOMES
Street: 3925 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
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
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 anygaps 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 corners 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
ytP.nd behind o4p'na and wiring-
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
between fire sprinkler cover Mates and walls or ce6linas-
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/18/2018 1:23 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 712, KENSINGTON ,RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida. 6P 18 - 2.$ qc
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. Gs (Z5116
Ok to construct single family home
with setbacks and impervious area
PoDT-D shown on plan. to
S 4001315 " W
58.12'
ti9y I
I
23.4 7'
I
LOT 112 33.471
I
LPo . I ti
LANAI o A\(y
CSI
5.50'
30.0'
22.62'
I
I
PROPOSED MODEL •
SUMMERLAND-B C) I Z
O 2 CAR GARAGE LEFT
I L O
LOT 113 L0 (6 1 N L6 TRACT K
h
ENTRY
8.7'
22.62'
v
o I
1e
I
5.50' 2116 1
WALK 1
DRIVE 34.531
25.20 1
I — — — —
10' UTIL. ESMT. I
ti
P.C.
355.00' L9
o------------- - - - - --
WALK
U-
7
UR
S 40°13'15" W DRAINAGE INLET AS
58.12' SCALED DROM CIVIL PLANS
CRA XLEr -DO TAN L 0OP
50' PRIVATE R/W)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT =
ING SETBACKS: AS FURNISHEQ_
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REARm2051 1f=
PROPOSED DRAINAGE FLOW\G vO
IMPERVIOUS COVERAGE = 2,247t SQUARE FEET OR 33.6X SIDE = 5' FOR 40' LOTS LOT
GRADING TYPE A E\QQ LOT CONTAINS 6,684f SQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED
FINISH FLOOR PER PLANS - 37.0 QQ- LIVING AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS CON[
LANAI PORCH CONTAINS 699t SQUARE FEET SIDE STREET = 25' Cl'?
U,SEjVzVE'Y-R -.S'Cv TT & ASSOC, INC -- LAND SUR VEll'0.1;'S LEGEND -
LEGEND - P .
PLAT P.D,L. • POINT ON LINE 5400
E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F •
FIELD 7YP. • TYPICAL NOTES: IP,
IRDN PIPE PAC. PDINT DF REVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY TINT IS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR.
IRDN ROD P.C.C. •PDINT OF C[IHPWND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.N. •CONCRETE MONUMENT NAB. • RADIAL SET
I.R. .lit• IR, r/ALB 4596 NA. NON -RADIAL 2. UNLESS EMBOSSED W'TH SURVEYOR'S SIGWTURE AND ORIGINAL RAISED SEA THIS SURVEY MAP OR COPIES ARE NOT VALID. REC.
RECOVERED V.P. WITNESS PDINT J. THIS SURVEY WAS PREPARED FROM 77TLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS P.
O.B. POINT DF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.
O.[. POINT DF COMMENCEMENT P.RM PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROT'EMENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. i •
CENTERLINE F.F. •FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPAREO POR IHE SO E BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENFIIY. NSD
NAIL L DISK B.S.L. BUILDING SETBACK LINE R/
W RIGHT-OF-WAY B.M. BENCHMARK B. DIMCNSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT,
EASEMENT B.B. BASE BEARING 7. BEARINGS. ARE eASEO ASSUMED DATUM AND ON ME LINE SHOWN AS BASE BEARING (B.B.) DRAIN.
DRAINAGE B. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. •
UTILITY CL.
FC. - CHAIN LINK FENCE 9. CERTIF101TE OF AUTHORIIAA077 No. 4596. VB.
FC. WOOD FENLE -- C/B
CONCRETE BLOCK SCALE l 1' - 20 DRAWN BY; ••• POINT OF
CURVATURE P.T.
POINT DF TANGENCY CERTIFIED BY: DATE _ ORDER No. DES[. DESCRIPTION _.___.__.._....__,
R • RADIUS
PLOT PLAN 05-09-2018 2927-18 L • ARC
LENGTH D • DELTA
L • CHORD
L.B.
CHORD BEARING NORTH ` THIS
BUILDING/
PROPERTY DOES NOT LIE WITHIN --- -- - --- - -- THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER "FIRM' TO X. CRUSEN R, R 4 14 ZONE "X"
MAP N 12117CO09OF (09-28-07) JAM W.
SCOTT, R.L.$ 1 4801
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit ## 1 8- 2 5 4 g
Project Location Address
As required by Florida Statute 553.842 and Florida AdminiAtrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
do
Aml ROOF
T USSES
A FLORIDA CORPORATION
rj y
aX Y n Y
4451
ST. LUCIE BLVD FORT
PIERCE, FL 34946 P
H : 772-409-1010 FX:
772-409-1015 www.
AlTruss.com TRUSS
ENGINEERING BUILDER:
RYAN HOMES PROJECT:
KENSINGTON RESERVE COUNTY:
SEMINOLE LOT/
BLK/MODEL: LOT.112 / MODEL:SUMMERLAND / ELEV:B / GAR L JOB#:
72189 MASTER#:
WRCSUBL OPTIONS:
LANAI 1p
f — 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 WRCSUBL5 JOB #72189
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
LOT #112
Address:
City:
Model: SUMMERLAND "B"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 52 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0003991 A01 A 5/17/18 13 A0004003 CAB 5/17/18 25 A0004015 FL03 5/17/18
2 A0003992 A02A 5/17/18 14 A0004004 CJ2A 5/17/18 26 A0004016 FL04 5/17/18
3 A0003993 A03A 5/17/18 15 A0004005 CJ2P 5/17/18 27 A0004017 FL05G 5/17/18
4 A0003994 A04A 5/17/18 16 A0004006 CJ3A 5/17/18 28 A0004018 FL06 5/17/18
5 A0003995 A05A 5/17/18 17 A0004007 CJ4P 5/17/18 29 A0004019 FL06GE 5/17/18
6 A0003996 A06A 5/17/18 18 A0004008 CJ5A 5/17/18 30 IA0004020 FL08 5117/18
7 A0003997 A07A 5/17/18 19 A0004009 D03 5/17/18 31 A0004021 FL09G 5/17/18
8 A0003998 B01A 5/17/18 20 A0004010 FG2 5/17/18 32 A0004022 FL10 5/17/18
9 A0003999 B02A 5/17118 21 A0004011 FG4 5/17/18 33 A0004023 FL11GE 5/17/18
10 A0004000 B03A 5/17/18 22 A0004012 FG5 5/17/18 34 A0004024 HJ2A 5/1V18
11 A0004001 B04A 5/17/18 23 A0004013 FL01 5/17/18 1 IA0004025 HJ313 5/17/18
12 A0004002 CAA 5/17/18 1124 IA0004014 I FL02 5/17/18 36 1 A0004026 I HAP 5/17/18
The truss drawing(s) referenced have been prepared byMi rek Industries, Inc. under my direct supervision based on the parameters provided byAr1 Roof Trusses, Lkt.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
t#1 ii ltfl pryjTQ '* 0
NOTE: The seal on these drawings indicate acceptance of professional engineering 4\C+ N •.
0,
responsibility solely forthe truss components shown. 90063 y
The suitabilityanduse ofcomponentsforanyparticularbuildingisthe responsibility ofthebuildng NO r7 *
i designer, perANSl1TPl-
1 Sec. 2NAUr The Truss
Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also
referred to at times as 'Structural Engineering Documents) provided by the Budding AU r Designer indicating
the nature and character of the work. The design
criteria therein have been transferred to Anthony Tombo pl PE by [All Roof Trusses or specific bcation]. These
TDDs (also referred to at times as'Structural Delegated jenan, s
by mmIa I p •• i"Q Q, Engineering Documents')
are specialty structural component designs and may be part of the projeces oa, • •. E.MttMnyTdn6o(p WHE.pi defertedorphased submittals
AsaTrussDesign Englneer(ie,Specialty Anthony T. Tombo III cN ^m^rr.TOrtp011t,6,."Nh En rn the seal
hen: and on the TDD represents an acce acceptance of professional engineering9 t P P9 9 rmw• ea9 . uc , i.
r v ca. s-xtor..c.uS
responsibility forthedesign ofthe single
Trussdepicted onthe TDDonly The Budding Designer is oate 2018051006se02iNt00 SERIAL #: responsible for and shall coordinate and review the TDDs for
compatibility
with their written engineering requirements. Please review ad TDDs and
all related notes. nnmony iomoo nk PBB BC A 2 2100 00 00 00 4C 12 87 DF Page 1 of 2
A M0M
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUBL5
No. Seal # Truss Name Date
37 A0004027 HJ7A 5/17/18
38 A0004028 J2A 5/17/18
39 A0004029 J3B 5/17/18
40 A0004030 MID 5/17/18
41 A0004031 J7A 5117/18
42 A0004032 J8A 5/17/18
43 A0004033 J8B 5117/18
44 A0004034 J8C 5/17/18
45 A0004035 L01 5/17/18
46 A0004036 L02 5/17/18
47 A0004037 L03 5/17/18
48 A0004038 M9 5/17/18
49 A0004039 M9E 5/17/18
50 A0004040 MG7A 5/17/18
51 A0004041 VM3 5/17/18
52 A0004042 VM5 5/17/18
53 STDL01 STD. DETAIL 5/17/18
54 STDL02 STD. DETAIL 5117/18
55 STDL03 STD. DETAIL 5/17/18
56 STDL04 STD. DETAIL 5/17/18
57 STDL05 STD. DETAIL 5/17/18
58 STDL06 STD. DETAIL 5/17/18
59 STDL07 STD. DETAIL 5/17/18
60 STDL08 STD. DETAIL 5/17/18
61 STDL09 STD. DETAIL 5/17118
62 STDL10 STD. DETAIL 5/17/18
63 STDL11 STD. DETAIL 5/17/18
64 STDL12 STD. DETAIL 5/17/18
65 STDL13 STD. DETAIL 5/17/18
66 STDL14 STD. DETAIL 5/17/18
67 STDL15 STD. DETAIL 5/17/18
68 STDL16 STD. DETAIL 5/17/18
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Page 2 of 2
Truss Truss Type Qty Ply
rWf RCSUBL5AO1A Hip Girder 1 1
0O0399_
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2617 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:45 2018 Page 1
I D:?sOQvIlzBGko2hFpRYibzzzOpep-42FGjpuf3gZl IvPTXyz 1 Ig VvHTOahe5ymZUzxTzFbJ W
r1-0-Q 7-0-0 15-0-0 23-0-0 30-0-0 1_-0_
1-0- 7-0-0 — 8-M — 8-0-0 7-0-0 1-0-
4x10 =
7-0-0
6x6 -=
8-0-0
7x10 MT201-!S=-
25
6x6 -:
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.34 9 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.67 9 536 240
BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.16 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.41 9 885 240
LUMBER -
TOP CHORD 2x4 SP M 30 `Except'
T2: 2x6 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-2-13 oc bracing.
WEBS
1 Row at midpt 4-10, 4-8
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 2556/0-3-8 (min. 0-2-2)
6 = 2556/0-3-8 (min. 0-2-2)
Max Horz
2 = 59(LC 9)
Max Uplift
2 = 912(LC 4)
6 = 912(LC 5)
Max Grav
2 = 2556(LC 1)
6 = 2556(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6053/2168,3-15=-5609/2054,
15-16=-5611/2055, 16-17=-5612/2056,
4-17=-5616/2056,4-18=-5616/2056,
18-19=-5612/2056,19-20=-5611/2055,
5-20=-5609/2055, 5-6=-6053/2168
BOTCHORD
2-10=-1914/5529,10-21=-2770/7817,
21-22=-2770/7817, 22-23=-2770/7817,
9-23=-2770/7817, 9-24=-2770/7817,
24-25=-2770/7817, 25-26=-2770/7817,
8-26=-2770/7817,6-8=-1922/5529
WEBS
3-10=-375/1619,4-10=-2449/888,
4-9=0/655, 4-8=-2449/888, 5-8=-375/1619
WEBS
3-10=-375/1619, 4-10=-2449/888,
4-9=0/655, 4-8=-2449/888,
5-8=-375/1619
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 912 lb uplift at
joint 2 and 912 lb uplift at joint 6.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 224
lb down and 252 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 lb down and 139 lb up at
16-11-4, 123 lb down and 139 lb up at 18-11-4, and
123 lb down and 139 lb up at 20-114, and 224 lb
down and 252 lb up at 23-0-0 on top chord, and 442
lb down and 166 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 15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 lb down at 20-11-4, and 442 lb down
and 166 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (8).
Dead Load Dell. = 5116 in
400 =.
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 168 lb FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20
Concentrated Loads (lb)
Vert: 3=-177(F) 5=-177(F) 10=-442(F)9=-71(F)
8=-442(F) 4=-123(F) 15=-123(F) 16=-123(F)
17=-123(F) 18=- 1 23(F) 19=- 1 23(F) 20=-123(F)
21=-71(F) 22=-71(F) 23=-71(F) 24=-71(F) 25=-71(F)
26=-71(F)
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h.,.we.»!yat wYY+!NMIMIAAror Wd 1; @e+gelrywe;. Snwd, eq!wx ns udw. IAAusan rwNw:+dnepdnu+Mpew•!ry wgw!nl!h4ne les}e .fM;egle l.eslN'nNwMRp wh. wia flLl .bbxp e+smpx-wisp wawn.,wNnnl wn.,
edn:r!,:•w rru it hmd i.mH orrn,wr.NgeseirA.uw m, Anthony
T. ' i, P.E. rr„
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as; hsgw sM [no-vr t;;.. we +a are lAAMR+pnnrcn sr pnleN ,dr Nekq (.sAwen GM.IKa aen 'xF pN iNNIAWSxs r+rAxrxN'n pw!d pdrx+ IFiw w:r +:pm»in., wsm,.,ra+un: A+npr tn, Ae,hn erwrwo.tr esMwh!r. N.e,s4451 St. Lune Blvd. ntaww /dwk
h e;wYwl yrN nw n rnnp II dl pre, mdwl. lie Ina v.!a'.tpxx Ir 1LI kk W At,;pd u i +., 4t ea:giwx d ar w!41q AA lnrkd.tw ro: ss we es leiaee w Ih 1. Fart Pierce, FL 34446 eppiAAi f0901d
A -I ioel LosutAmlAny l.lem6e 111, P.E. tepmdooion o(iMn iomnem.maer forw,nproAAned riihnoi Me ranee pe+m!uien hom A I tool LanetAArAenrtiom6o ll(, P..(.
Job Truss Truss Type QtY _-.... . _Ply —_
lWRCSUBLSA02AHip A000,3992
Job Reference _(o onal)._.--._.._..--__..-_
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:46 2018 Tillage 1
I D: ?sOQvl I z BGko2 h F pRYi bzzzOpe p-YE pew9vHq zh9w3zf5gUG H t244tK DQAL6? D EXTvzFbJ\,
1-0 9-0-0 15-a0 21-0-0 30-0-0 1-0i _ - - ----.... +--- ---—..... — ..__.._. 1-0- s-o-o s-ao s-ao s-o-o 1-0-0
4x6
3
3x8
4
4x6
S
Dead Load Dell. = 1/4 in
4x4 -- 3x4 = 5x6 =_- 3x4 = 4x4 =
9-a0
9-0-0
15-0-0
6-0-0
21-0-0 30-0-0
Plate Offsets (X Y- j2.0-2-6 Edge] 6:0_2.6,Edgej, [9 0-3-0,0-3-Oj__
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 10-13 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 10-13 810 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix MS Wind(LL) 0.30 8-16 999 240 Weight: 130 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-7-11 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide._
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
6 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 12)
Max Uplift
2 = 357(LC 8)
6 = 357(LC 9)
Max Grav
2 = 1260(LC 1)
6 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2354/1545, 3-4=-2102/1546,
4-5=-2102/1546,5-6=-2354/1545
BOT CHORD
2-10=-1220/2085, 9-10=-1409/2396,
8-9=-1409/2396, 6-8=-1225/2085
WEBS
3-10=-125/489, 4-10=-512/219,
4-8=-512/219, 5-8=-125/489
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 357 lb uplift at
joint 2 and 357 lb uplift at joint 6.
LOAD CASE(S)
Standard
tpuglka:e MrtgN}tnitr M'4t i.le In.:S'i(tEEr; 6EIN1,IfINSi(;e71IC111(9111k:'x1i,e,eUk',f3uNEe1'Me. fe h ko{t ipMNm N itN gp:wexsl ys: k;p Ae.:q!fIP';wMleM•.1 lqk n!.If IAweu Uee!kh t ne 8tln;Nwwne NaalgMlCQ. qn
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Mvises Anhony1.loNboIII, P.I. Rep,odonionofsits dotnmeln,ma7lotm,isprohibitedwithout the wtinenpet mnsionhomAIRoof Inties Anthonyl.lomtoill,P.E FortP:erce,FL 34a46
WRCSUBL5 I A03A
Al Roof Trusses, Fort Pierce, FL 34946,
Hip 2 1
Job Reference_ o tional _ _
ttruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc.
5x6 11
5x6 11
4 S
A0003993
17 13:40:46 2018
Dead Load DeB. = 3/8 in
is
11 y
4x4 =
3x4 = 4x6 =-_ 3x4 = 4x4=_
11-0-0
11-0-0 8-
0-0
8 0---
F----------
30-0-0
11 0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.64 11-14 563 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.97 11-14 372 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.43 11-14 837 240 Weight: 123lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-10-11 oc bracing.
MiTek recommends that Stabilizers and required 1
cross bracing be installed during truss erection in
accordance with Stabilizer Installation guide.. _
REACTIONS. (lb/size)
2 = 126010-3-8 (min.0-1-8)
7 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 89(LC 12)
Max Uplift
2 = 340(LC 12)
7 = 340(LC 13)
Max Grav
2 = 1260(LC 1)
7 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2434/1730, 3-4=-2127/1464,
4-5=-1936/1413, 5-6=-2127/1464,
6-7=-2434/1730
BOT CHORD
2-11=-1438/2211,10-11=-1034/1936,
9-10=-1034/1936,7-9=-1444/2211
WEBS
3-11=-487/493, 4-11 =-1 85/506,
5-9=- 185/506, 6-9=-487/493
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces R 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 340 lb uplift at
joint 2 and 340 lb uplift at joint 7.
LOAD CASE(S)
Standard
Arwy-tlmu MrayNf!na. i4 eJ 191"IItlSSES;"if!IfPr 6(AftA!IEENStfiarylliYS r:ACiuN.N17;.,f1UM,fdulrfA I4s. Ir M kvp rytaNm N!M rtlrt Klatl•xt; 9rt:}+An!y;'E(C;wae iNarrl I,r.4 s..r[. eNnt+,e Ske!!rarr«r tlNnt N6rrne uaN n141Dft. xr
INiN;ametwlw.a ,lY 4nN ix as nata4rNN. I:a hetya!ap4a t.Spe:4arfalOK«,.ae teaKay iM:epnnnK4attxeawp4nwN ryurgrttpat NNha wktpawtapel gynNKae lOh Wr wNm it-1 4a+t:p rttN .ItNafe4mwt.tmeNM! An*hony T. Temho li, P.E.
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KK4rimy4d!Nr'n ew,N. lee hat,&4.NegwK ALftiatWaiir:!I+ma fast Snaa:ytaeKi4y Wiaq #ii!gaN.lNa as Krm/ehaN4flSl. Fort ?erce, FL 34946 oprtilhi d11R16 A 1 Roof
hosts Anilioy 1. combo Ill. D.E. Roplo6onioe of this lommeil. in aay form, is finkiE0td whoul flit wtineo pelmwoo from A Roof lrosas- Aithonr t. lomho Ill, P.E.
Type
WRCSUBLS JA04A Hip 2 1 A0003994
Job Reference (optional)-
ie - -------_.......-. --- ------ - - _
i .-- --- - - __..._..- — - -- — - --
A1 Roof Trusses, Fort Pierce, FL 34946, designQattrvss.com Run 8.120 s Nov 12 2017 Print. 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:47 2018 Pl ge
I D:?sOQvilzBGko2hFpRYibzzzOpep-ORN08VwvbHpOXDYrfNOVg5aFXHbc9 W 7FEtz4?MzFb,
11 -0- —7-104 - -
1 13-0-0 +17-0-0 22-1-12 ...-0- a __0 ---_ —
112 7_t04-o-a
3x4 =: 1.5x4 !1
3x6
1.5x4 11 3x6
5x8 =
lu
1.5x4 1!
7-10-4
10 4
9-11-0F2,0_12
20-1-0
10-2 0I--
22-1-12
Plate Offsets X,Yj _ j2.0-1-10 Edgej[8 0 1-tO,Edge 11 0-4-9 0_, 3-0_
LOADING (p-0TCLLSPACING- T_ 2-0-0 CS1. DEFL. in loc) I/defl Ud
20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.19 11 999 360
TCDL 10.0 I Lumber DOL 1.25 BC 0.90 Vert(CT) 0.41 11-12 881 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2017/1'P12014 Matrix -MS Wind(LL) 0.26 11 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 4-5-6 oc bracing.
lMiTelrecommendsthatStabilizersandrequired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. ;
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
8 - 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 359(LC 12)
8 = 359(LC 13)
Max Grav
2 = 1260(LC 1)
8 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2471/1703, 3-4=-1720/1283,
4-5=-1529/1248, 5-6=-1529/1248,
6-7=-1720/1283,7-8=-2471/1703
BOT CHORD
2-12=-1397/2211, 11-12=-1397/2211,
10-11=-1404/2211,8-10=-1404/2211
WEBS
3-12=0/329, 7-10=0/329, 7-11=-781/656,
5-11=4341735, 3-11=-781/656
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=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 359 lb uplift at
joint 2 and 359 lb uplift at joint 8.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/4 in
3x4
PLATES GRIP
MT20 244/190
Weight: 135 lb FT = 10%
suayla.x MnryN.Inrcrtse'i1Lf. II3U!5:'il;ttl':6[A4N f(tlAt l(r;dl4:t3 (1(iuA KT1.1 A1`vA;H'rall^rue. run(aup lmwdx: wllMm mrat!n;p:an lrrny(OP!w MAnitnl IxN{1..1 LIdxAUA ore oror nr Ifdt: tl4•.iu udNxrie lOA. xr
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r 80083
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c
Fort Pierce, FL 34946
opni1A1 71016 AI foot husutAntkonx 1. Inmde Ill. P.F. Reprodrnion of lAis domnent, in nor lorm,it prohibited waAcm flataiinen pormitsien hen AI foal Lrsref Atfionr 1. IomAo Ili, P.1.
J ...-- - Truss Type ._....... -- Oty PlyTruss
WRCSUBLS A05A Common 5 1
A0003995
Job Reference_(ooptiona)--
At Roof Trusses, Fort Pierce, FL 34946, designQattruss.com
Olt
0
1-0- 7-8-8
7-8 8 -..._.......--- ...._-.... - 0 -
3x4
IM
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:48 2018
ID:?sOQvIlzBGko2hFpRYibzzzOpep-UdxOLrxXMbxt9N72D5XkM I7QU hypu5pPTXjd
15-0-0 22-3-8 1 30-0-0 31-0-0
5.00 Ff24x6 = 12
11 10 1.
5x4 II 5x6 - 1.5x4 II LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.14 12-15 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.30 12-15 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.10 8 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 10-18 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 4-5-10 oc bracing. WEBS
1
Row at midpt 7-11, 3-11 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide.-_ REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 8 =
1260/0-3-8 (min. 0-1-8) Max
Horz 2 =
118(LC 12) Max
Uplift 2 =
375(LC 12) 8 =
375(LC 13) Max
Grav 2 =
1260(LC 1) 8 =
1260(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2481/1758, 3-4=-1676/1247, 4-
5=- 1583/1273, 5-6=- 1583/1273, 6-
7=-1676/1247, 7-8=-2481/1758 BOTCHORD
2-
12=-1456/2243,11-12=-1456/2243, 10-
1 1=-1463/2243, 8-10=-1463/2243 WEBS
5-
11=-537/830, 7-11=-873/769, 7-
10=0/318, 3-11=-873/769, 3-12=0/318 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
4) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 375 lb uplift at joint
2 and 375 lb uplift at joint 8. LOAD
CASE(S) Standard
Dead
Load Defl. = 3/16 in Iq
0
3x4 =_
PLATES
GRIP MT20
244/190 Weight:
137 lb FT = 10% rxq
nrRFF mre.ydt. rr•le.l4'e laa. ncsu ruut^; s1p:n: hlxs e t %whin ignite. x91; a:ucrlaxn^ M.. 1<:ar anp Iwmxes d rye Wr. M l.s L„, >r,y, d1e..v sha w a 1e4rr t tx4 at t [. tdvneF 4H14z e nr ddn, a4.1« dwd k 1e top. 4i In1G:p4'
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eHp!. Ip:mxt la x!el4 ipp ednpxlen sl Pddxe Nne N1Mp(FNaele iMl. laY'nmw t[`{rdl t4en'IMsxa .e•d wltap , pllwce IFI pIMih 1'.pIC51:n1411E etl,5/aS 1:N. MGpq 'enf )fl!p:epWI PH t., MNANYN44Si 4451 St. Lucie Blvd. eArwu NM4hs'r
Fn pled.,«R.r1nq 1. dl M. ,d. Ile In+. trFye `.>,nmrll eii me tti•Wl des:pn.wi yan i+Mew dmr>«tray 411rwveab Rs mFmieemNmlNr Fort Pierce, FL 14946 41 [op,gh10?016A I1*ofI,usm Whooyl.lombolll.P.E.Reptoduaionoldndommenl.inanylorm,nprohibitedwithovithtw,neopelmissioahomAIgoof busses-ARIAonrl.lomholll,P.f.
WRCSUBL5
Ply
A06A I Hip A0003996
Al design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 _ s Dec—.-. 11_-_ 2017 MiTek_
kIndust_.___
ries, Inc.- ----- - Thu May 17 1 1- -
9-0-0 10-8-0 15-0-0 21-0 0 30-0-0 1-0-0 - -- ---- ....... ---f --I -- ...__-._.—.. - ...------ -- --- -I----...-- - -..... - -- _._— ... -- -- 1-0- 9-0-0 1-8-0 4 4-0 6-0-0 9-0-0 1 -0 4x4 -=
7x10
MT20HS-- 3x6 -. 4
4x4 C 3x8 = 5x6 =_ c
lu 3x4 =-
5x6 — 3x4 -- 15-
0-0 9-
0-0 _.....+-- 6-0-0 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.20 12-15 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.45 12-15 799 240 BCLL
0.0 Rep Stress Incr YES W1 0.47 Horz(CT) 0.08 8 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 12-15 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 'Except' Ti:
2x4 SP M 30 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 5-5-13 oc bracing. ommends -
S- -- -- ---- MITekrecthattablllzersand required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide REACTIONS. (lb/
size) 2 = 1260/
0-3-8 (min. 0-1-8) 8 = 1260/
0-3-8 (min. 0-1-8) Max Horz
2 = 86(
LC 12) Max Uplift
2 = 337(
LC 12) 8 = 414(
LC 13) Max Grav
2 = 1260(
LC 1) 8 = 1260(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
2420/1620, 3-5=-2113/1666, 5-6=-
2135/1616, 6-7=-2102/1562, 7-8=-
2355/1563 BOT CHORD
2-12=-
1300/2160,11-12=-1427/2388, 10-11=-
1427/2388,8-10=-1241/2086 WEBS 3-
12=-
93/479, 6-12=-511/203, 6-10=-
340/222, 7-1 0=- 126/487 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; 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)
All
plates are MT20 plates unless otherwise indicated. 5)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 6) '
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 337 lb uplift at joint 2
and 414 lb uplift at joint 8. 8) Graphical
pudin representation does not depict the size or
the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(
S) Standard Dead
Load
Dell. = 114 in 4x4 -- PLATES
GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 136
lb FT = 10% txxr} INasr
xxe.}ki. rrne• M'sl l f flvn.:S'it;lfl': HAiU; (fUtf d (IIGllCXl (iS11x"il7l 7 alu1;:.:,IUXi Ix.t. SeM kuN }araNxs rsa reel N s x Mt ::.!; k:y hnrp t(ft',. rr M stllwr l ixat n l E.Idxxu utx Brae ne Uders Nkr.nr slaal x. Xe I00. xY Wlt xxv }:
ea !al'.k.ul tx MllOt x Bl. i a' On N[apxa;Ie Sx:mh[gl.xr.•ieunx tm'xM ro-' tl" a}ayxubMr 4• M Wpo lk..O. I ., ANnN to M 100 ow "1011.'.klnpKttepxs.IMp:xanx: swtl!Xn Qn'110ny T. TOInCo a_E_ M A: :rt!'t wtaN!p!cM }x.!enm tlm O.x.MO x!teaMr ee etxlt MMINy Aeryer aM..xR eIMIN. Ml;Mn Ixx l+iaq MexatK] 'kaNn kM.11@W eeN dM lrt!!. u;hly lsfvq.!vpe mNernN xi Maal ,xrkM r!N,aa•aw:nd Ma! 51e4 ¢x.'
M[ef:at4' All xa -N. w'iMfpPMlx Nan tx/p4uns NMktl ( V z 80083
Ote."
m Sde.,IM as Nil leek Ri A SNA—ft. aM Nwu N:kxe le -I kax, le:nNat,a aes xs aaxsxYel n; aeuf., es. k::rr upxx arM l—seasmrt xx s 4451 St. Lucie Blvd. eme nst lduxlrevmepeNaeux.rmghdl}w.n lxdeN. Mtms:e gi,rpxe!I Xl7MGMe}6n:pn v1 Segel .apxa a'x!x!I!y Xn cx ltl IN a'as ae xlsladNI111 Fort Pierce, FL
34946 oplrir6l C 7016AIloafLassesAndony1. lomho lll• P.l. Reprodunioa of dh doXuelent.in oay fora s PI*baed.itheirl the -Re. fifusi ion lwn A I Roof Iresses - Aathonr 1. lomho Ill, liA.
Job * Truss Truss Type Qty Ply
WRCSUBL5 A07A Roof Special Girder I A0003997
Job Reference_(optionaQ___
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:49 2018 Page 1
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10 6-2-11 10-8-0 14-4-0 18-6-4
1-0-0 6-2-11 4-5-5 3-8-0 4-2-4 4-5-12 7-0-0 1-0-
Dead Load Dell. = 5/16 in
4x4 =
3x8 ==
4x8 -- 5x10 MT20HS-= 3x8 — 3x6 II 400 =
10-8-0 -._----
f--
18-64 23-0-0 30-0-0
10-8-0 7-10-4--- 4-5-12__. 7-QO____
Plate Offsets (X,Y)
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.31 10-11 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.61 10-11 593 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 10-11 999 240 Weight: 162 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T3: 2x4 SP M 30, T4: 2x4 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-0-6 oc bracing.
WEBS
1 Row at midpt 5-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide _ JJ
REACTIONS. (lb/size)
2 = 1799/0-3-8 (min. 0-1-8)
8 - 270810-3-8 (min.0-2-4)
Max Horz
2 = 86(LC 9)
Max Uplift
2 = 550(LC 8)
8 = 970(LC 9)
Max Grav
2 = 1799(LC 1)
8 = 2708(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3912/1216, 3-4=-3556/1139,
4-5=-3530/1126, 5-6=-6458/2273,
6-7=-6458/2273, 7-8=-6484/2307
BOT CHORD
2-13=-1106/3579,12-13=-1824/5789,
11-12=-1824/5789,11-18=-2043/6001,
10-18=-2043/6001, 8-10=-2017/5915
WEBS
3-13=-408/298,4-13=-744/2437,
5-13=-3257/1249, 5-11=-495/954,
6-11=-266/183, 7-11=-366/671,
7-10=-507/1697
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 550 lb uplift at
joint 2 and 970 lb uplift at joint 8.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 274
lb down and 252 lb up at 23-0-0 on top chord, and
1368 lb down and 488 lb up at 21-4-12, and 442 lb
down and 166 lb up at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20
Concentrated Loads (lb)
Vert. 7=-177(B) 10=442(B) 18=-1368(B)
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Truss Ply
WRCSUBL5 B01A Hip Girder 1 1 A0003998L-Riafere nce (optional
At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:50 2018 Page
ID:?sOQvl IzBGko2hFpRYibzzzOpep-QO29mXyotCBbPhHQKWZCSjCp2UhJM 1 rhwrCkchzFb.
1-0-0I — - ..... 7-0-0 ..... ---- ----8-0 --1-4 -4--0 1- -... - -- -122- 0-O
0 3-8-0 7-0-0 1-0-011_-—
0
3x4 Dead Load DeB. = 1/8 in
3x6 11
5x6 —
3x6 113x8 = 3x8 -.
ria[e onsets x rj-_ lz:u-8=u!u-U-101 L3 u_5 01 5:0-2 0 Edgel 0_t- -2-01 [8 0-8-0,0,-0-10]J11:0-3-0,0-3-01.__-___..._
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.14 11 >999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.29 10-11 >885 240
BCLL 0.0 Rep Stress Iner NO WB 0.31 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matnx-MS Wind(LL) 0.19 10-11 >999 240
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 241-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-2-0 oc bracing.
Tek reMicommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. 1 REACTIONS. (
lb/size) 2 =
1807/0-3-8 (min. 0-2-2) 8 =
1807/0-3-8 (min. 0-2-2) Max
Horz 2 =
68(LC 31) Max
Uplift 2 =
705(LC 8) 8 =
705(LC 9) Max
Grav 2 =
1807(LC 1) 8 =
1807(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3901/1531, 3-4=-3828/1504, 4-
6=-3200/1189, 6-7=-3828/1504, 7-
8=-3901/1532, 5-6=-608/313, 4-
5=-608/313 BOT
CHORD 2-
12=-1376/3535,12-19=-1389/3574, 11 -
1 9=- 1389/3574, 11-20=- 1321/3574, 10-
20=-1321/3574,8-10=-1308/3535 WEBS
3-
12=-262/799, 7-11=-166/445, 7-
10=-262/806, 3-11=-1651414 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
5) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 705 lb uplift at joint
2 and 705 lb uplift at joint 8. 7)
Graphical purlin representation does not depict the size
or the orientation of the purlin along the top and/or bottom
chord. 8)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 111 lb
down and 113 lb up at 7-0-0, and 111 lb down and 113
lb up at 14-4-0 on top chord, and 587 lb down and
304 lb up at 7-0-0, 152 lb down and 51 lb up at 9-
0-12, 199 lb down and 84 lb up at 10-8-0, and 152 lb
down and 51 lb up at 12-3-4, and 587 lb down and 304
lb up at 14-3-4 on bottom chord. The design/
selection of such connection device(s) is the responsibility
of others. 9)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 6-7=-60, 7-9=-60, 13-16=-20, 5-
6=-60, 4-5=-60 Concentrated
Loads (lb) Vert:
3=-55(B)7=-55(B)11=-199(B)12=-587(B) 1
0=-587(B) 1 9=- 1 52(B) 20=- 152(8) PLATES
GRIP MT20
244/190 Weight:
93 lb FT = 10% 14
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Fl- 34946
WRCSUBL 5
russ
IB02A
Truss Type -- Qty
HIP 1
Ply
1A0003999
Job Referenii oplionaa__
At Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:51 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-vCcXztzOeWKSOgsduD4R_xiw8u 1 KSXHr9Vx187zFbJQ
1-0-0 "_0 12-4-0 21 4-0 22-0
1 0 — 9 0 0 _ __._i__.._.-._._._
3-4-0
L__._.... -- 9-0-0 ___—.._—- --I 1 of
4x6
4x6 z
Dead Load Dell. = 1/4 in
1.5x4 II
4x4 —
1.5x4 II
4x4 =4x4 ==
12-4-0
Plate Offsets
LOADING(pso SPACING- 2-1-0 CSI. I DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.36 7-15 702 360
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.60 7-15 423 240
BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.34 9-12 748 240
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP N0.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc purlins (3-5-15 max.)
Switched from sheeted: Spacing > 2-0-0).
BOTCHORD
Rigid ceiling directly applied or 7-2-0 oc bracing.
REACTIONS. (lb/size)
2 = 951/0-3-8 (min.0-1-8)
5 = 951/0-3-8 (min.0-1-8)
Max Horz
2 = 77(LC 16)
Max Uplift
2 = 272(LC 12)
5 = 272(LC 13)
Max Grav
2 = 951(LC 1)
5 = 951(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1520/1017, 3-4=-1319/1058.
4-5=-1520/1017
BOT CHORD
2-9=-729/1312, 8-9=-729/1319,
7-8=-729/1319, 5-7=-729/1312
WEBS
3-9=-9/272, 4-7=-9/272
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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 272 Ito, uplift at
joint 2 and 272 lb uplift at joint 5.
7) Graphical pudin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 80 lb FT = 10%
40
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WRCSUBL5 I B03A ICOMMON 12 1 1 1 A0004000
o&f-- — —__ ___ -._--
I -----_---- I Job Reference (optional) ---- - ----
A1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40.
ID:?sOQvilzBGko2hFpRYibzzzOpep-NOAvBC_2PpSJe_RpSxbgX81911 MYq;
1-0-0 6-2-11 10-8-0 15-1-5 21-0-0 22- F- —-- -- —._...--F--.....—----_._.....--------------— — 1 0-0 6-2-11 4-5-5 4-5-5 } 6-2-11 -+ 1-O0
yj1
0
4x4 =:
4x4 =
5x8 =.:
LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.19 8-14 999 360
TCDL 10.0 1 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.42 8-14 605 240
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 8-14 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc puriins (3-9-10 max.)
Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 7-1-9 oc bracing
REACTIONS. (lb/size)
2 = 951/0-3-8 (min.0-1-8)
6 = 951/0-3-8 (min.0-1-8)
Max Horz
2 = 90(LC 12)
Max Uplift
2 = 287(LC 12)
6 = 287(LC 13)
Max Grav
2 = 951(LC 1)
6 = 951(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1685/1253, 3-4=-1279/932,
4-5=-1279/932, 5-6=-1685/1253
BOT CHORD
2-8=-1006/1524, 6-8=-1012/1524
WEBS
4-8=-441/713, 5-8=-476/546,
3-8=476/547
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 287 lb uplift at
joint 2 and 287 lb uplift at joint 6.
6) Graphical purin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
Dead Load Deft. = 114 in
IY
0
4x4
PLATES GRIP
MT20 244/190
Weight: 91 lb FT = 10%
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aN M2,I:.s k n•IalNy it ne ulxuplm Alk 4+Ml Ik C.M,,l:+nl r.N ePMl ik WnN , aae:unnMwlM ro,.e; M/lk ikr lwx N! lIM .1N NwmnM ! MM.!s. at lM W Anthony T. telnb ili, P.E. qPN h agta gt MnINwMNgMNL.r.Wu4 M1d 80083Mbaug9ngNii'mwq it., 01aM to WW-nkP0chnlaN gnklr tdnk pdkq(ayaa!n!Olp bM nanM 1(L Ikl.tknN INw4HAA ereia i+Plne p,lMn It knMt nn ngmulau<ne ha.!N131'.t!iMuPM.,e,Atagnn MY ., YgAlre,n M.et,. rtr<n!r NInN 11 n'aM nl tPlN Mlnnnq llM gn•u, m!dtN. Ioe lnu A!arE+pMt :, /:[a. Aa:AgI;H.,.,Pk,x1.:4.xa iylNn a: ar NdOy AI'rMngr!r a n: nrMMaNa1Ml 4461 St. lUCic Blvd.
foppigbl c 10I6 A1 Raollmssns Fort P':erce. FL 340,46 Anlbanl
L lombo 111, P.f. Ropindrnioa of Ibis lnem ofu, in on f to,, is pwbib4ed ailbaal de krineo pelmiuion hen bl Rool llmus Aalhoar I. innbo III, rl.
Jqb a Truss Truss Type Qty Ply
WRCSUBL5 B04A Common 3 1
A0004001
I, Job Reference (optional)
y 1
0
t merce, rL .ws4b, aesign aL anruss.com nun a.izu s Nov lz zui r rnnu ts.lzu s uec i } zu[ / MI I ex Inausmes, Inc. I nu may } i Ts:
I D:?sOQvl lzBG ko2hF pRYi bzzzOpep-rbk HOY?gA7aAG80??e6v3Mq M x i kA:
1-0-0 6-2-11 10-8-0 15-1-5 21-4-0
1-0-0 6-2-11 4-5-5 4-5-5 6-2-11
4x4
4x4 =
5x8
10-8-0 21-4-0
10-8-0 --- 10-8-0
Plate Offsets_X Yr -2 0-1-10,EdgeJ j6:0-1-10,Edge],_[7_-.k+0 0-3741 __........_
Dead Load Defi. = 1/4 in
4x4 =
IR
0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) 0.18 7-10 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.41 7-10 624 240
BCLL 0.0 Rep Stress Incr YES I WB 0.26 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 I Matrix -MS Wind(LL) 0.13 7-10 999 240 Weight: 89 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-1-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide_
REACTIONS. (lb/size)
6 = 85210-3-8 (min.0-1-8)
2 = 915/0-3-8 (min.0-1-8)
Max Horz
2 = 95(LC 16)
Max Uplift
6 = 246(LC 13)
2 = 275(LC 12)
Max Grav
6 = 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1622/1212, 3-4=-1232/904,
4-5=-1233/905, 5-6=-1626/1217
BOT CHORD
2-7=-1007/1467,6-7=-1013/1472
WEBS
4-7=-433/689, 5-7=-463/531,
3-7=-457/524
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=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 Exierior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 246 lb uplift at
joint 6 and 275 lb uplift at joint 2.
LOAD CASE(S)
Standard
1-4 !#mua.Npl. rt•rt*IN'1 YJU f13SS1'SC:S:iI GfIH7i f;INS{(lgllGS fiS1uY. K3 1.nGY:vtiMtAr IM4-iNA(NNp ttl IRNNt WPM NN5 Milt 'r5;'JFt eNit:;R{'WIM IdlM111pP.N O.t I. ldNlnl U4'WNt f Odn; dlN+rsl xMNNM NP. ary
lateltma!aIt#4,N0Nlil1M14100NN•dd.m:m'-6mp 1.0-m.SI.A. IIpNN, N1111N.1100 µ4W,—mrw.owloonnWllq-4 """Whort it IN Wit, a M,mgit :, km'.9NNr. 180m Wn KI 4ktgm n,lmpiw.imfq:Wmin. WWm)
W ,edktl'N kltt lNlagitat tpltam.dw irm 14MINq Oesip•.a:heiWnd4#IM.'et 3: WtleI tN l+la1 'M WRll. ll 1p! ldlw 14Wa. Mle S dal INgi3./. q. t;.'q nfiNMN WaN11 N9Fat9!•fya41lt0 1 80083 Mte#
sr0e5gxN(a 01- lltl..NMtM100WINpaMetWpddhatNMadngt#". idn!tl," uipN,W"lI atl(A.,! #laleti"..r4w lrla}aF l:pme:al,Wan•, ».r.. nNp#.I.N,tr, iep#nas lue..I.ti.N aeu 4451 St Lucie Blvd. IaN+
Itl rdNd tl e.N1'b11plN lmleN.Npq [r dllNf. t. NtlI. III, Nu Nop I,". i, 10N W, kq.pNI !,sot"*,n—r rNllaq llll#.IN Yn NFnldaN#In}. Fort ^erce, FL s4946 mppighl02016A-
Ifoollosses hilromrl.lomhoIII,p.l. teptodmniomolthlsdo(uneni 04e)lore,ispro6ihhed.nhomtthe.,intopermuslemhomAIteolire,set AnrhoneI.Inmholli i.
WRCSUBL5 CAA Corner Jack
s.com Run. 8.120 s
1-0-0
LOADING (psf) I SPACING- 2-0-0 i CSI
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10
TCDL 10.0 Lumber DOL 1.25 BC 0.01
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
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 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
3 = 8/Mechanical
2 = 130/0-3-8 (min. 0-1-8)
4 = 1/Mechanical
Max Horz
2 = 38(LC 8)
Max Uplift
3 = 5(LC 12)
2 = 82(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11' Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live toad of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
2x4
10 A0004002
7 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:54 20
ID:?sOQvIlzBGko2hFpRYibzzzOpep-Jnlfcu?IxRiOtIbBZLe8czNeb5Ct lveHrT
0-11-11
i
0-11-11
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) -0.00 5 >999 240 MT20 244/190
Vert(CT) -0.00 5 >999 180
Horz(CT) 0.00 4 n/a n/a
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 5 lb uplift at
joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4.
LOAD CASE(S)
Standard
Weight: 5 lb FT = 10%
Foxy lease MrtlN.ixneck't ix @,>.S'StIM;6Feidi; iE1NSi (:rea11;eI (aS171t pT7a.alil"'.iB:YfnP Mx.Ie!elA;ye rxaexm glrM al:crla,ln: Beep kaey!R{;wme aeM1nrl le+h {;f k. IeMear 4,•.e!aMe r!e Ban: alx+xe npedalle lBB.»r
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80083
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efxau aM1w lr e'q al xpeN »urerrtNNhal pre aa,N. I#In:i .rua:eyxx 1%r Fe t+9,y ieupx.x 1. .!.iw+ere l,Rreexrrl ad5p U!tgadaN y.a; xem elre Rl 1. 4451 et. !. FL Blvd.
Poct Pierce, R 34046
oppiphl () 7016 A Roel husse3 Rmlany 1. Iomhc III, P.I. Repmdxaion B(Ihis document, in any torn. is plobibiled xithent the xrinee pe,missioa hom At Rapt Lcsus - dBEM1onr 1. lnmbo III, P.t.
Jr b * I Truss Truss Type Qty Ply
WRCSUBLS ]—iJB Comer Jack 4 1 A0004003
Job
Reference notional) Al
Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:54 2018 Page 1 I
D:?sOQvIlzBGko2hFpRYibzzzOpep-Jnlfcu?IxRiOtl bBZLeBcZNeg5C4lveH rTAylSzFbJ N 1-
0-0 0-11-11 1-
0-0 — ~——0-11-11 2x4 -=:
LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL
10.0 I Code FBC2017rrP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING-
LOAD CASE(S) TOP
CHORD Standard Structural
wood sheathing directly applied or 0-11-11 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizersand required cross bracing
be installed during truss erection, In accordance with
Stabilizer Installation guide._ . REACTIONS. (lb/
size) 2 = 129/
0-8-0 (min. 0-1-8) 4 = 2/
Mechanical Max Horz
2 = 39(
LC 8) Max Uplift
2 = 107(
LC 8) Max Grav
2 = 129(
LC 1) 4 = 20(
LC 8) 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=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 2-0-0 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 107 lb uplift at joint 2.
PLATES GRIP
MT20 244/
190 Weight: 5
lb FT = 10% Mngq NrulNrurw
inn.n'L11]G. IYSiiS ,'S[kd-16tA;11: I;INStt?Ypil(M4retl le KT7`;1(C1;;11;I.;M(I^Me. Peer MIgI NIn4ntMrtNN+An+.la,'r;3r;phaq;f[-0;IN n1 ANlwel lwie;,t(. tApexe Yer kae«<tlIW:Nlrnn aM+/.al ltlD. eay Male ;xxns
rrx W.puNMlp ldd tap.MN. 1: &Hry hpre i eealM Flprrl„nt uYrr. ihh iprlMtrntrpn: dwpMaulrN elprenit ltplsANM dl ptgneMt tgel trpaNr0e l00 rfr. McIRI. :k Wpx:ulnlN lrlae caprlt. txMiprr An!hony T. Tombo:11, P.E. 1N iudS:
s r. t `! t latst Hl lgr:enmdFk)rw.ik O.antlau rN ryell. wla1p11 Betgs aw'NnnNhlK.ki rl Be lrMlukr{:Ni MlKl le gp11 J1r'BD tN n. hNI eNM'ntt. alinr Mmpuq .'qt pYgm IN Mnaq>•M:NMngrledwM J 80083 kkDaMag3npx pM(
e4'ins isit t'e:r!>ttllltldre1NllmurtnepMm-11relnlnq(wlyrnnSillsla •aWa 1[YpMnW%ImW$01pe,tl11N1HMHrll.teeru lKlpars!l egen.Mrspap Nifel:ntCrup..I. ,,kusn±lpm1r11nuMlpAiC.e w t; 4451 St. Lucie Glud, iee!r
lMar 111:1M'M gseei.wimngkNi. rinw, ,ntlrN. Intntt dl}r;gxlell;iCl De tMiy dk:,pbal. !1 Src3s iquw rMN rd/q 4n,y=lalaNe:st xr Pt kluNulpl. Fort Pierce, FL 34046 opriithl®101dA4[
oolfl sses'Ao4on11.1.4011,91. Rep6cioaolAisdocunenLmontloss,isproh{hBedailhoutlhe-net pews,ion6onAIkoolhen, Wheorl.lwbelllji.
Job I Truss
WRCSUBLS CJ2A Corner Jack
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Job
Ft0004004
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:E
I D:?sOQvl IzBGko2hFpRYibzzzOpep-nzs2pEOxikgtVS90739N9nwm l V Wy t
1-2-15
1=0-12 1-2-15 --
5.00 [ l
3x3 11
1-2-15
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 5 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 5 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-2-15 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 156/0-2-12 (min. 0-1-8)
3 = 1/Mechanical
4 = 4/Mechanical
Max Horz
5 = 73(LC 9)
Max Uplift
5 = 63(LC 8)
3 = 35(LC 9)
4 = 31(LC 9)
Max Grav
5 = 156(LC 1)
3 = 9(LC 10)
4 = 23(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; 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 at joint(s) 5.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 63 lb uplift at
joint 5, 35 lb uplift at joint 3 and 31 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 8 lb FT = 10%
grup Pitt:!U."r!m}lit-1, I'v rt.,>.S'i(tlfl-: U`I;fA. tiWf {!:ApilU`, l]'1JM ilTY ill i;il"sNEI"INe.Ir:Ai kuN pinNxs dtM Mn rYat .r:9r..¢htrq!itC;.INM11/1Nri !lab 3'.ff.lddnt!im 9ri ent Hdet;Nk." me'" 16 air
rbllkIlk(NI P'. N'k 1!1, qe fihH d 1.4}t Q Ip Ipke: )xdb flpNR,1ltW PoPor IpQ •!Nf IN PopJNA1;eNnl Ndtisllld lgYi. ,y •rVPMtMlervne ksged Nt :qp r 1p:•INPoMIDD Id...da tRl 'k eltp ri;lpynPo• IPoEgh IPomPo,. HIMIh!} J
W kd hw f:.r S t'I Po:Ik. Nnq,M!dh01 nku+.n:lasn:N.veN I. Ik IuYm Un¢.•.ah:IN ndne dt. Mt(ul qe mNln1+g:A1 rE fPfl le N.1 dhe Dh.d In Mil edpl. t.x.q km6 q, 1 mgllNul ategrr kl.. kfk Anthony T. TCfilFio ili, ..(. EAr--. s 80083xeMIOhPollpanunalgniNwtll4kNAYryflyallniNlhgT•genMx,rpNtMlf..letpEPor'Nar11PoE`Npin}p,r{McllelklNtMa.}slas}:mtPoeM nNbl:n.rear.tr,.t.k..p:.N.anaNli.t:11.MIrwNan, 4451St. Lude6lvd. Aennl lrlmehe'w•xl.}e,J wllgr,my It dl pr:n mdaei!kii.:c:rtsip fgnfk n!(!»ee :iqy {es:pN.wi ., SrtTa.yxenraw aal9ry Ell tgtd,lae a at Ne Polknlit till ppiRhtt lGf6A-I
toot losses -An thoeyl.lumholit!"T ReplodVow.fWskumnt,inoeytorn fsprohibded-ithnutthe -afteepermissionhamA-IRuofWin Ao!honrLlemholll;P.L tort P''erce. FL 34946
Job Truss Truss Type Uty Fly
WRCSUBLS CJ2P Corner Jack q 1
A0004005
Al
1-0-0
Job
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:56 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-F9QQOa 1 ZT2yk7ckahmgrh_S_Lvt4 mo7al nf2gKzFbJL
2x4 -
1-5-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 II Plate Grip DOL 1.25 TC 0.08 I Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 I Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 6 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 1-5-11 oc
purlins.
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)
3 = 7/Mechanical
4 = 4/Mechanical
2 = 174/0-3-0 (min. 0-1-8)
Max Horz
2 = 43(LC 8)
Max Uplift
3 = 9(LC 9)
4 = 8(LC 9)
2 = 137(LC 8)
Max Grav
3 = 8(LC 22)
4 = 12(LC 3)
2 = 174(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) t 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 9 lb uplift at
joint 3, 8 lb uplift at joint 4 and 137 lb uplift at joint 2.
LOAD CASE(S)
Standard
U.,NnuIlertyk. rr•n+Ik'A iO(I IiS;S;S iFUff LGZ1lA; li1MSlf A(Yil A'.I yti i 3t1,1i.:AAGiii?,ilXt'Ixt..leery leap Mnatlm IM rnl.N tw1+,Iret; 3e f:Mnrq!f[9';W at AtHr!I iK1. 7',fl lelpeasSW aaaene Ndets M!r<.n1094 M M 1Op. Y
001, tl4:M yArt W:. At rte/ M ne 19O n. WA, It :-kv IV-t,fpa,elr !epnx, ie tw At NO p, Wsw-r-A no ptlttxexl eyweM}roynuklar r M M* N N sayk i. .eymel At le 00 W W. In :k Amp —.Paw IMay zomoows. uggikn An'heny T. Tembo :1;, P.L.
W nedl;r l+ S. u7lalay it nt nyetvkla•dlte'1 W.WOerrteak dataaent MlWtOtttw.alk;We xr><x(l: tWnrlaea keNnytW wt fxl le gAnW dtM:DPWen tall aie'mt. Matt wFey.;n ep. naawwknat w:kaeesplt3.and - -80083
4451 St. Lucie Blvd. atlalaPDevprW[er.:arv tCpat,eWinelIX eMrkpilnnrdpltlnsN Mt.Aay(Wy¢lWW4timlalnm t(YltNtkefllslWSl(4n,.A t MpWtlpJaet RlYhee;irnt su.enetek#nestlrn:hupntn:kt n6y aaaq n,iadatraa.•u:;
tuna Comek o-now eti.4 ring A! on Pares wdul lk lFort ntc;asw;nptniFr lClMt.a ke:ytn wit., S,tla lynW err WMy AII,gW Nl a. at nletadnlYl P!erce, FL 34946 toptTilAi07616A-
1loot bosses AntlonyLlam6aIILP.(. teproln0ioaolpnlomnonLmaaytorn,esproli6iladwiMomthe wuneapemnsioaliens AItoolirnunrAnthony Llnn6olil,P.l.
WRCSUBL5 I CJ3A I Comer Jack 110 I 11 A0004006
Al Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MITek Industries, Inc. Thu May 17 13:40:57 2018 P9ge 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-jM_oEw2BEM4bklJrnE UBrEC?91JDOVFNjXROcMnzFbJK
11-a0 2-111-11
2x4
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) 1/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 7 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 999 240BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/aBCDL10.0 Code FBC2017/TP12014 Matnx-MP
l 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
pur(ins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiT ik 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 = 187/0-3-8 (min.0-1-8)
4 = 36/Mechanical
Max Horz
2 = 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 = 71(LC 8)
Max Grav
3 = 70(LC 1)
2 = 187(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 48 lb uplift at
joint 3 and 71 lb uplift at joint 2.
LOAD CASE(S)
Standard
xrmq pnt. tlenryd, t x.lu'AI WG RtSS'if!it1,6[Ht1', IFIMt1(tGlltl<rp-lud'h l itALM';IidM-. INn. lt'M leap eandersWn.l ad tun Ir.ss a:pl ry(R4;,dne46..0 lacltnl.l f. tdu;xe un!N'vr wt Udet;aw.u dd4 nnr l0@. uNr41ure•ix err ul.0 Nhr nk tlU l.k dd 1 e1 to yr l.peec lit pxn. [Mr ;,N tedupr lCU M temuxtrarae:ed Mpdxvxd egeee ue rtyat4Ulp '°t Ms}adM:glcl AexW in, U W,.4. I'll '&kpasuaeaur. sits, tiol. tm4 mnMdrti.:nt• MdWRlmiteu Nlhd!seD.. we.ar:t ;a eNl Ixi.dpe auels•.N,edMdlYli'.1e11•;-Mil dlad '&WIkl 'Iegn9redlk pplilrnMll dp .n<.e:le6gMdry sqr nnlMwregprrtedM v. {M 4urd An!hony T. Tembo (i, p.E. Zt Ikl Yae1Sp.:at(H"M. {trfe I.xaMI;1@MIRN,AIat:m!{nIN t.ID IAbq(wegtnjNhla;r'mnpmrHd.MS rIryMSNAarrtnea'titpx.>:P4.mt RIbN+rttmeemO.iMtwtAhnYA I:w.trit3e.. :80083 px.
i w n hAtNi »t (n,t PM., hfu ftnukf..el lr.;N•a0.p.4 q..0 rmrq 1. ill enr:n u.a.el Ik lnu asy,gmu, lit de ta4ae vec:px,ml a:.,gner<.'ar uUeg tAnyrv.4:NwitsutmeRv40111 4451 St. Lucie Blvd. Fort
Pierce, FL 34946 opyrilpt ( 1RI6 A I Rool hasut Anlpony l.lampn 111, p.(. Repmdnai°n of tpit documen6 in °nr firm, it pro6piled rrilhom IN vrina ptlmhtien from pl Rnof lratxt dnrhonr 1. lampo III, P.E.
Jpb ' — - --- Truss Truss Type Qty Ply l
WRCSUBLS CJ4P Corner Jack 4 1
A0004007
Job Reference (optional]
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:57 2018 Page 1
I D:?sOQvl I zBGko2h F pRYi bzzzOpep-jM_oEw2B E M4bklJm E U BrEC?8zJ Ca V FNj XROcMnzF bJ K
1-0-0 3-5-11
2x4 =_
0-3-8 - ---
104-81
3-5-11
3-2-3
LOADING (psi) SPACING- 2-0-0 CSI DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 4-9 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-9 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP — Weight: 12 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 3-5-11 oc
puriins.
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)
3 = 74/Mechanical
4 = 35/Mechanical
2 = 22410-3-0 (min. 0-1-8)
Max Horz
2 = 71(LC 8)
Max Uplift
3 = 47(LC 8)
4 = 31(LC 9)
2 = 158(LC 8)
Max Grav
3 = 74(LC 1)
4 = 54(LC 3)
2 = 224(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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 47 lb uplift at
joint 3, 31 lb uplift at joint 4 and 158 lb uplift at joint 2.
LOAD CASE(S)
Standard
ttaprNra AatyN.rune R'I i I3G.nWS,*W1frGI44I. IEldSef'rMllrlitO:liM pYl;ie4CY,f0'drN M.. IerM lrupradar MneeurnI 1a.44J E. Idaear IA l4—, Odes: Ww.itt aaNnue Na dil .
axwr.n W'N :NMMIODaaWA. k:,Z hsipfq A-sp,4trfgn.0 atn udn.100W. p.s.,—,ONPats MnrwN'ipntrauNlerw lkNt},xW:aPtl ,;/twnNnuel00aU waEX.I :4ktgom,npx.IMprtNma:.sMMeT An'hony T. Tornbo All, P.E as . dun
ut l' Ytn1. qy icn pn,Mlm dM ).ar.M Pww ct?r r.N tpde l.Nyip.• kn1. .40arm pE.et S*Nt.0l.4.l Me. ern.l 'it gf<oad IM'ohd a? MIA ram?mw t a nlsrty wyannanr.if It" am upawda v80083tWW4.O I,,", saUsrtYrrAl.. s.rw.ue106Mlxpxt.n nNpdNnitaae lalMyrwpam tam lxintna KfrglitWmlg W.RAxl:danrN4 pen:p4rae It lkt-*tespm:Nlaes OwlA— Yutl.,!pupa yet, mepi.tppaalN"Utux, it"i 4451 St. Lucie Blvd. wort P:erce. FL. 34946
operilht V 1016 A -I
ioel hosses - Amhpoy 1.1048III, P.I. Rrpmdution of A's Aommeet, is any loan, isPrAbited withoultht wIsne. permission bom A I Roof iressn Aerhony I. Tomb III, P.I.
Ply
WRCSUBL5 1 CJ5A
Al Roof Trusses,
Jack -Open Girder
ltruss.com Run: 8.120 s
M1 A@004408
2 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:58 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-BYXARG2p?fCSMvuzoBi4mPYFujU 2Eidtm589uDzFbJJ
4-11-11
I4-11-11
2x4 =
4-11-11
LOADING (pso SPACING- 2-0-0 CSI DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.08 4-7 759 240
BCLL 0.0 ' Rep Stress Incr NO I WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 i Code FBC20171TP12014 1 Matrix -MP Wind(LL) 0.05 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 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. bracing.
MITekre-c-ommend-that_Stabilizer_s-a_n_d re wired --.-I cross bracing beinstalledduringtrusserection, in accordance with Stabilizer
Installation guide_ REACTIONS. (lb/size)
3 = 133/Mechanical
2 = 292/0-
3-8 (min. 0-1-8) 4 = 82/Mechanical
Max Horz 2 =
115(LC
23) Max Uplift 3 =
94(LC
8) 2 = 103(LC
8) 4 = 12(LC
8) Max Grav 3 =
133(LC
1) 2 = 292(LC
1) 4 = 95(LC
3) FORCES. (lb) Max.
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown. NOTES-
1) Wind:
ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp
C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and
right exposed ; 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 94 lb uplift at joint 3, 103 lb
uplift at joint 2 and 12 lb uplift at joint 4. 6) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 66 lb down and
50 lb up at 2-2-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
7) In the
LOAD CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back (B). LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.25 Plate Increase=1.
25 Uniform Loads (plf)
Vert: 1-3=-
60, 4-5=-20 Concentrated Loads (Ib)
Vert: 8=-54(
F) s; mump MMR
Mra1Nyrnu+
rk'!.II(:flay.>;S'ifi(ft':i 6f1:IR fitNSt("k7111:MS[I<1JN 'NT1,1 klLh[imfN"Mr:. 1l?M[Au¢w.w WRN ednMtot1•.n;k:.pirlNp!IrGeNMUUy1leek Il, 1'1 ter— 4w—ne tldn; dk "wNNMID@. Mlr Mil .NN'., ow,
w Anxf004. drl.ern1MlIplllghk'letgedhE!¢NH:IIUNIIIIyIOD!lKSlNh RpM[ldMndn3lNgeymN'IpIlpptdllpyi'M/ftplM:Mlkl iNrdNMM10DNh.+InlwlllMt iri:.mpmslMep'lNNN:.tN1NI1Y AnthonyT.Tomboit,P.E. uA dti; SrrtmNylIauitlkI.ahadMhlu.MO to dk Nyedclk lulWl Meupr rFk;lM! tlMltt. ae F;MNt4 dF.+:Y>a'lk Nt l.Sk pNnt dM'OC MI N.hN ud M.f tt. "gk*4 mpt Mlpm NehuK Nd kM. yMe khd «80083 M i f.pIttarrM [M'hr. 14 Nm . Ia m M 106 eN l IIaT f N {!!lei 15!I M Wlpq (umMta SMP aa mM IXY MNltkf M (4 M SNI Mt'!hlluW W pnuR r1Mv It I NtNi me'ee11eM.:a15 Nf lmnY i I..e! (milyler. .. Itf rs tlyulel Na iRef YAMM'eN. Na;e elu.yAldltNhe N.belleN.
Mw lvrlMplydlpnaca.drel. flefrotCeurEplMtyueGfMMN:ylecpu.! 1 ;tSnmMtpmmf0ytultip lllryldnN!e.msuenlehNlnlNl 4451 St. Lucie Blvd. oprlipht t0ldbl trot Laura-
Aedoayl.lem6e 111,V1. ReprmdMytioe ratikn Jmianem. inap•.Iorm,itproFiAiled hiMcut lht Wince pmym ssienhmm A -I [aolhmcer AalAoayl.loNholll, P.L Fort Pierce, FL 34946
Truss Truss Type Qty Ply
WARCSUBL5 D03 ROOF SPECIAL GIRDER 1 ASA0004009
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:59 2018 Page 1
I D: ?sOQvl IzB Gko2h F pRYi bzzzOpep-gk5Yfc3R mzKJ_3T9M vDJJd41Q6i Kz xFO?ItjQfzFbJ I
1-00 3-0-0 5-7-8 64-5 _7-8-12 9-613 10-8-0 11-9-3 13-7-4 14-11 11 5-8- 18-4-0 21.4-0 _ 22-4-0
1 0-Oi. ...__..-3 O-U ----F 2-7-8 8-1 1-4-7-I-...-1-10-1--- t 1 1 31.-1 3- 1 10-1----1-4-7-.. .8 1 2 7-8 —-----3-0-0
4x6 =
3-0-0
Sx8 =
1-1-3 ' 1-1-3
5x10 MT20HS
Sx8 -
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in II/deft L/d
TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.29 22-23 871 360
TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) 0.55 22-23 462 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.09 17 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2,T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS
1 Brace at JII 9, 10
REACTIONS. (Ib/size)
2 = 282710-8-0 (min.0-1-8)
17 = 2827/0-8-0 (min.0-1-8)
Max Horz
2 = 45(LC 27)
Max Uplift
2 = 723(LC 4)
17 = 723(LC 5)
Max Grav
2 = 2827(LC 1)
17 = 28271 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-8149/1892, 3-4=-13358/2919,
4-5=-5934/1633, 5-8=-5934/1633,
8-9=-5934/1633, 9-10=-5355/1413,
10-12=-5934/1631, 12-13=-5934/1631,
13-15=-5934/1631, 15-16=-13358/2924,
6-32=-731/190, 7-32=-731/190,
7-33=-7424/1287,33-34=-7424/1287,
34-35=-7424/1287,11-35=-7424/1287,
11-36=-738/187, 14-36=-738/187,
16-17=-8149/1894
BOTCHORD
2-25=-175817729, 25-37=-1761/7748,
24-37=-1761/7748,24-38=-2641/12780,
38-39=-2641/12780,23-39=-2641/12780,
23AO=-2641/12780, 22-40=-2641/12780,
22-41 =-2641/12780, 21-41 =-2641/12780,
2142=-2641/12780, 20-42=-2641/12780,
Continued on page 2
BOT CHORD
2-25=-1758/7729, 25-37=-176117748,
24-37=-1761/7748,24-38=-2641/12780,
38-39=-2641/12780,23-39=-2641/12780,
23-40=-2641/12780, 22-40=-2641/12780,
22-41=-2641 /12780, 2l A l =-2641 /12780,
21-42=-2641/12780, 20-42=-2641/12780,
20-43=-1751/7748,19-43=-1751/7748,
17-19=-1748/7729
WEBS
16-21 1157/5871, 3-24=-1155/5901.
5-24=-1778/370, 9-24=-232/665,
10-20=-229/617,13-20=-1776/370,
7-8=-199/450, 11-12=-200/450,
11-15=-7054/1173,4-7=-7054/1170
NOTES-
1) 3-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as I 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=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) All plates are 1.5x4 MT20 unless otherwise
indicated.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
Dead Load DeB. = 5116 in
4x6 -_
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 342 lb FT = 10%
9) . 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.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 723 lb uplift at
joint 2 and 723 lb uplift at joint 17.
11) Load case(s) 2, 14, 15, 16, 17, 18, 21, 22. 33, 34,
35, 36 has/have been modified. Building designer
must review loads to verify that they are correct for the
intended use of this truss.
12) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 57
lb down and 62 lb up at 3-M, 165 lb down and 156 lb
up at 5-9-4, 303 lb down and 239 lb up at 7-0-12, 331
lb down and 145 lb up at 9-0-12, 331 lb down and 126
lb up at 10-8-0. 331 lb down and 145 lb up at 12-3-4,
303 lb down and 239 lb up at 14-3-4, and 182 lb down
and 156 lb up at 15-6-12, and 68 lb down and 62 lb
up at 18-4-0 on top chord, and 106 lb down and 63 lb
up at 3-0-0, 84 lb down and 63 lb up at 5-0-12, 84 lb
down and 63 lb up at 7-0-12, 84 lb down and 63 lb up
at 9-0-12, 84 lb down and 63 lb up at 10-8-0, 84 lb
down and 63 lb up at 12-3-4, 84 lb down and 63 lb up
at 14-3-4, and 84 lb down and 63 lb up at 16-3-4, and
106 lb down and 63 lb up at 18-3-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard Except:
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 15-16=-60, 6-14=-170,
16-18=-60, 26-29=-20
Concentrated Loads (lb)
Vert: 3=-12(B) 16=-12(B) 4=-165 15=-165
25=-106(B) 19=-106(B) 32=-303 33=-331 34=-331
35=-331 36=-303 37=-84(B) 38=-84(B) 39=-84(B)
40=-84(B)41=-84(B)42=-84(B)43=-84(B)
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Truss- Job Truss Type --- --- --- Qty Ply
WRCSUBL5 D03 ROOF SPECIAL GIRDER 1 A0004009
Reference optional)____
F - I - ... ....-, - -, uc5ty . uld ! u
LOAD CASE(S)
Standard Except:
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pin
Vert: 1-3=-50, 3-4=-50, 15-16=-50, 6-14=-184,
16-18=-50, 26-29=-20
Concentrated Loads (lb)
Vert: 3=-11(B) 16=-11(B) 4=-141 15=-141 25=-91(B)
19=-91(B)32=-260 33=-289 34=-289 35=-289
36=-260 37=-71(B) 38=-71(13) 39=-71(B) 40=-71(B)
41=-71(13)42=-71(B)43=-71(B)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (pin
Vert: 1-3=-20, 3-4=-20, 15-16=-20, 6-14=-135,
16-18=-20, 26-29=-20
Concentrated Loads (lb)
Vert: 3=-10(B) 16=-10(B) 4=-66 15=-66 25=44(B)
19=-44(B) 32=-131 33=-162 34=-162 35=-162
36=-131 37=-34(B) 38=-34(B) 39=-34(B)40=-34(8)
41 =-34(B) 42=-34(B) 43=-34(B)
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: 1-2=-21, 2-3=-29, 3-4=-29, 15-16=-29,
6-14=-126, 16-17=-38, 17-18=-30, 26-29=-20
Horz: 1-2=-29, 2-3=-21, 4-6=38, 14-15=8, 16-17=12.
17-18=20
Concentrated Loads (lb)
Vert: 3=28(B) 16=34(B) 4=100 15=100 25=46(B)
19=46(B) 32=153 33=78 34=63 35=78 36=153
37=46(B) 38=46(B) 39=46(B) 40=46(B) 41=46(B)
42=46(B)43=46(8)
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 (pif)
Vert: 1-2=-30, 2-3=-38, 3-4=-29, 15-16=-29,
6-14=-126, 16-17=-29, 17-18=-21, 26-29=-20
Horz: 1-2=-20, 2-3=-12, 4-6=-0, 14-15=-31, 16-17=21
17-18=29
Concentrated Loads (lb)
Vert: 3=34(8) 16=28(B) 4=100 15=100 25=46(B)
19=46(B) 32=153 33=78 34=63 35=78 36=153
37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B)
42=46(B)43=46(B)
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: 1-2=-21, 2-3=-29, 34=42, 15-16=42,
6-14=-140, 16-17=42, 17-18=-35, 26-29=-20
Horz: 1-2=-29, 2-3=-21, 4-6=-14. 14-15=5, 16-17=8,
17-18=15
Concentrated Loads (lb)
Vert: 3=37(B) 16=47(B) 4=111 15=111 25=46(B)
19=46(B)32=166 33=91 34=76 35=91 36=166
37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B)
42=46(B)43=46(B)
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: 1-2=-35, 2-3=-42, 34=42, 15-16=42,
6-14=-140, 16-17=-29, 17-18=-21, 26-29=-20
Horz: 1-2=-15, 2-3=-8, 4-6=-0, 14-15=-24, 16-17=21,
17-18=29
Concentrated Loads (lb)
Vert: 3=47(B) 16=37(B) 4=111 15=111 25=46(B)
19=46(B)32=166 33=91 34=76 35=91 36=166
37=46(B)38=46(B)39=46(B)40=46(B)41=46(8)
42=46(B)43=46(B)
21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic
Floor: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pif)
Hun: 6.12U 5 Nov 12 201 y Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:40:59 2018 Page 2
ID:?sOQvilzBGko2hFpRYibzzzOpep-gk5Yfc3RmzKJ_3T9MvDJJd41Q6iKzxFO?ItiQfzFbJ I
Standard Except:
Vert: 1-3=-50, 3-4=-50, 15-16=-20, 6-14=-184,
16-18=-20, 26-29=-20
Concentrated Loads (lb)
Vert: 3=-11(B)16=-54(B)4=-141 15=-153
25=-91(8) 19=-91(B) 32=-260 33=-289 34=-289
35=-289 36=-260 37=-71 (B) 38=-71 (B) 39=-71 (B)
40=-71(B) 41=-71(B) 42=-71(B) 43=-71(B)
22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75
Attic Floor. Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-20, 3-4=-50, 15-16=-50, 6-14=-184,
16-18=-50, 26-29=-20
Concentrated Loads (lb)
Vert: 3=-32(B) 16=-1 1 (B) 4=-141 15=-141
25=-91(B) 19=-91(B) 32=-260 33=-289 34=-289
35=-289 36=-260 37=-71(13)38=-71(B)39=-71(B)
40=-71(B) 41 =-71 (B) 42=-71(B) 43=-71(B)
33) Reversal: 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: 1-2=-21, 2-3=-29, 3-4=-29, 15-16=-29,
6-14=-126, 16-17=-38, 17-18=-30, 26-29=-20
Horz: 1-2=-29, 2-3=-21, 4-6=38, 14-15=8,
16-17=12,17-18=20
Concentrated Loads (lb)
Vert: 3=-13(B)16=-13(B)4=-116 15=-116
25=-79(B)19=-79(8)32=-244 33=-235 34=-236
35=-235 36=-244 37=-57(B) 38=-57(B) 39=-57(B)
40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(8)
34) Reversal: 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: 1-2=-30, 2-3=-38, 3-4=-29, 15-16=-29,
6-14=-126, 16-17=-29, 17-18=-21, 26-29=-20
Horz: 1-2=-20, 2-3=-12, 4-6=-0, 14-15=-31,
16-17=21, 17-18=29
Concentrated Loads (lb)
Vert: 3=-13(B)16=-13(B)4=-116 15=-116
25=-79(6)19=-79(B)32=-244 33=-235 34=-236
35=-235 36=-244 37=-57(B) 38=-57(B) 39=-57(B)
40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B)
35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (pin
Vert: 1-2=-21, 2-3=-29, 34=42, 15-16=42,
6-14=-140, 16-17=-42, 17-18=-35, 26-29=-20
Horz: 1-2=-29, 2-3=-21, 4-6=-14, 14-15=5, 16-17=8
17-18=15
Concentrated Loads (lb)
Vert: 3=-13(B)16=-13(B)4=-106 15=-106
25=-79(B)19=-79(8)32=-231 33=-222 34=-223
35=-222 36=-231 37=-57(B) 38=-57(B) 39=-57(B)
40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B)
36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (pif)
Vert: 1-2=-35, 2-3=-42, 3-4=42, 15-16=-42,
6-14=-140, 16-17=-29, 17-18=-21, 26-29=-20
Horz: 1-2=-15, 2-3=-8, 4-6=-0, 14-15=-24,
16-17=21.17-18=29
Concentrated Loads (lb)
Vert: 3=-13(B) 16=-13(B) 4=-106 15=-106
25=-79(B) 19=-79(B) 32=-231 33=-222 34=-223
35=-222 36=-231 37=-57(B) 38=-57(B) 39=-57(B)
40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B)
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Fort Pierce, FL 34946
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Job Truss Truss Type Oty Ply -- -_ _ --- -- _ ---
WRCSUBL5 FG2 FLOOR 1
Job Reference,(oQtional_
A0004010
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1-8-0 4-"
1.5x4 II
1 3x6 =
3x4 II
1.5x4 II
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu
ID:?s00vilzBGko2hFpRYibzzzOpep-8xfxsx43XHSAbD2L Wc11
5-9-12 7-7-7 10-1-3
1-9-12 1-9-11 2-5-t2
5x10 = 1.5x4 II
2x4 II
7-7-7 10-1-3
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.05 9-10 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.07 9-10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 8 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 `Except'
W1: 2x6 SP No.2, W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 1896/0-3-8 (min, 0-1-8)
8 = 228810-3-8 (min. 0-1-8)
11 = 5805/0-3-8 (min.0-3-7)
Max Grav
14 = 1915(LC 3)
8 = 2300(LC 4)
11 = 5805(LC 1)
FORCES. (lb)
Max. Camp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-1258/0, 1-2=-1953/0, 2-3=-1953/0,
3-4=-1953/0, 4-5=-3249/0, 5-6=-3249/0,
6-7=-3249/0, 7-8=-1345/0
BOT CHORD
14-15=0/319, 13-15=0/319, 13-16=011 953.
12-16=0/1953, 12-17=-1106/0.
11-17=-1106/0, 11-18=-1106/0,
10- 1 8=- 1106/0, 10-19=0/3249,
9-19=0/3249, 9-20=0/626, 8-20=0/626
WEBS
1-13=0/1951,4-12=0/3378,4-11=-4028/0,
4-10=0/4849, 5-10=-350/0, 7-9=0/2833
NOTES-
1) 2-ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-11 2x4 - 1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced floor live loads have been considered
for this design.
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) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1442 lb down at 1-3-12, 1442 lb down at 3-3-12,
1442 lb down at 5-3-12, 1442 lb down at 7-3-12, and
1442 lb down at 9-3-12, and 1442 lb down at 10-11-8
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 15=-1442(B) 16=-1442(B) 17=-1442(B)
18=-1442(B) 19=-1442(B) 20=-1442(B)
1.5x4 II
17 13:41:00 2018 Page 1
7W1 iSRADPdGz5zFbJH
3x8 =
4x4 11
12-7-8
2-6-5
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = 10%
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1(II6
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Truss
WRCSUBL5 1 FG4 I Flat Girder 2
A0004011
Hof Trusses, Fort Pierce, FL 34946, design®altruss.com Run 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:00 2018 Pagel
I D:?sOQvilzBGko2hFpRYibzzzOpep-8xfxsx43XH SAbD2LwclYsgdbf WOOiRFADPdGz5zFbJF
3 3-1 6-2-5 9 1-10 12-0-14 15 0-3 17-11-7 21 -_2-8
2-1-5 —_ .._....._ . z-11S_.. -- 2-11.5 2 11.5..._... i ._.....2-11 5 — 3-3-1
i
1.5x4 II
17-11-
Dead Load Defl. = 5/16 in
LOADING (psf)
TCLL 20.0
SPACING-
Plate Grip DOL
2-0-0
1.00
CSI.
TIC0.45
DEFL.
Vert(LL)
in (loc)
0.33 13-14
I/defl
766
Lid
360
PLATES
MT20
GRIP
244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) 0.66 13-14 376 240 MT20HS 187/143
BCLL 0.0 ' I Rep Stress Incr NO WB 0.76 Horz(CT) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 195 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.2 `Except'
W1: 2x6 SP No. 2, W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 = 2452/0-7-4 (min. 0-1-9)
10 = 2459/0-7-4 (min.0-1-9)
Max Horz
18 - -42(LC 6)
Max Grav
18 = 2682(LC 2)
10 = 2687(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-2565/0, 1-19=-5418/0,
2-19=-5418/0, 2-20=-5418/0,
20-21=-5418/0, 3-21=-5418/0,
3-4=-9196/0, 4-5=-9196/0. 5-6=-9196/0,
6-7=-9196/0, 7-22=-5434/0,
22-23=-5434/0, 8-23=-5434/0,
8-24=-5434/0, 9-24=-5434/0,
9-10=-2570/0
BOTCHORD
17-18=0/327, 16-17=0/8187, 15-16=0/8187,
14-15=0/8187, 13-14=0/9196,
12-13=0/8216, 11-12=0/8216, 10-11=0/327
WEBS
1-17=0/5373, 2-17=-792/0,
3-17=-2931/196, 3-14=-261/1068,
4-14=-294/120, 5-13=-288/127,
7-13=-302/1037, 7-11=-2945/178,
8-11=-793/0, 9-11=0/5389
Continued on page 2
NOTES-
1) 2-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13,
14, 15, 16, 17, 18 has/have been modified. Building
designer must review loads to verify that they are
correct for the intended use of this truss.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 489
lb down and 215 lb up at 0-2-12, 109 lb down and 77
lb up at 1-", 127 lb down and 63 lb up at 3-0-0, 203
lb down and 72 lb up at 5-0-0, 203 lb down and 72 lb
up at 16-2-8, 127 lb down and 63 lb up at 18-2-8, and
109 lb down and 79 lb up at 20-2-8, and 489 lb down
and 219 lb up at 20-11-12 on top chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=l.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-21=-185, 21-22=-60,9-22=-185, 10-18=-20
Concentrated Loads (lb)
Vert: 1=489 9=489 2=-127 8=-127 19=-109
20=-203 23=-203 24=-109
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-21=-205, 21-22=-11O(F=-30), 9-22=-205,
10-18=-20
Concentrated Loads (lb)
Vert: 1=-425 9=425 2=-1 10 8=-110 19=-93 20=-177
23=-177 24=-93
3) Dead + Uninhabitable Attic Without Storage: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-21=-145, 21-22=-20, 9-22=-145, 10-18=40
Concentrated Loads (lb)
Vert: 1=-356 9=-356 2=-91 8=-91 19=-52 20=-149
23=-149 24=-52
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10
Horz: 1-18=21
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-87, 21-22=38. 9-22=-87, 10-18=-10
Horz: 1-18=-31
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-117, 21-22=8, 9-22=-117, 10-18=-20
Horz: 1-18=41
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Job , ITruss Truss Type — Qty Ply
WRCSUBL5 FG4 Flat Girder 1 2
A0004011
Job Reference (optional
Al Roof Trusses, Fort Pierce, FL 34946, desigrigaltruss.com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72
24=79
7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-117,21-22=8,9-22=-117, 10-18=-20
Horz: 1-18=-11
Concentrated Loads (lb)
Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72
24=79
8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-87, 21-22=38. 9-22=-87, 10-18=-10
Horz: 1-18=12
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel:
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (ptf)
Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10
Horz: 1-18=-26
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10
Horz: 1-18=12
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-87, 21-22=38. 9-22=-87, 10-18=-10
Horz: 1-18=-26
Concentrated Loads (lb)
Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42
24=69
12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pif)
Vert: 1-21 =-1 17, 21-22=8, 9-22=-1 17, 10-18=-20
Horz: 1-18=32
Concentrated Loads (lb)
Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72
24=79
13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd
Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-117, 21-22=8, 9-22=-117. 10-18=-20
Horz: 1-18=-6
Concentrated Loads (lb)
Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72
24=79
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-21=-185, 21-22=-100(F=-40), 9-22=-185,
10-18=-20
Concentrated Loads (lb)
Vert: 1=-235 9=-235 2=-62 8=-62 19=-43 20=-100
23=-100 24=-43
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184,
10-18=-20
Horz: 1-18=31
Concentrated Loads (lb)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:01 2018 Page 2
ID:?sOQvllzBGko2hFpRYibzzzOpep-c7DJ4H5hlaa l DNdYTKGnO2AmPwMdRuUJS3MpVYzFbJG
Standard
Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44
24=55
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184,
10-18=-20
Horz: 1-18=-8
Concentrated Loads (lb)
Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44
24=55
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184,
10-18=-20
Horz: 1-18=24
Concentrated Loads (lb)
Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44
24=55
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184.
10-18=-20
Horz: 1-18=-5
Concentrated Loads (lb)
Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44
24=55
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Truss
WRCSUBL5 FG5 Flat Girder 1 A0004012
2 Job Reference o !tonalAtRoofTrusses, Fort Pierce, FL 34946. design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:01 2018 Page
I D:?sOQvilzBGko2hFpRYibzzzOpep-c7DJ4H5hlaa 1 DNdYTKGnO2AhRwZuRtCJS3MpVYzFb, 2-3-8 4-3 4 7 0 4F—-....._...—i _... --- —-- ---- 10-1-0
I2-3-8 1-11-12 2 9-0 -- 3-0-12
J1rU —
3x4 _ 2x4 II
4-3-4
Plate Offsets_(X,Y]_- [3 0.3-8,0-1-8j L0 5,0 0-1-8] ____
22=9-0
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.00
CSL DEFL in loc) I/deft L/d PLATES GRIP
TC 0.76 Vert(LL) 0.02 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.03 7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2017ffP12014 I Matrix MS Weight: 98 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W 1: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing
REACTIONS. (lb/size)
9 = 1371/0-7-4 (min. 0-1-8)
6 = 1898/0-3-8 (min. 0-1-8)
8 = 3488/0-3-8 (min. 0-2-1)
Max Horz
9 = 42(LC 6)
Max Uplift
9 = 401(LC 4)
6 = 412(LC 5)
8 = 888(LC 5)
Max Grav
9 = 1371(LC 1)
6 = 1898(LC 1)
8 = 3488(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1 -9=- 1004/303, 2-11=-203f776,
3-11 =-203/776, 3-12=-2290/630,
12-13=-2290/630, 4-13=-2290/630,
4-14=-2290/630,14-15=-2290/630,
5-15=-2290/630, 5-6=-1778/410
BOT CHORD
8-9=-268/829, 7-8=-776/203,
6-7=-138/562
WEBS
3-8=-2449/651, 3-7=-804/3271,
4-7=-1904/547, 5-7=-528/1837,
2-9=-817/282, 2-8=-1806/527
Continued on page 2
NOTES-
1) 2-ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-8-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
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) a This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 401 lb uplift at
joint 9, 412 lb uplift at joint 6 and 888 lb uplift at joint 8.
8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified: Building designer must review loads to verity
that they are correct for the intended use of this truss.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 489
lb down and 215 lb up at 0-2-12, 109 lb down and 77
lb up at 1-0-0, 292 lb down and 267 lb up at 2-0-0,
127 lb down and 63 lb up at 3-0-0, 292 lb down and
267 lb up at 4-0-0, 203 lb down and 72 lb up at 5-0-0,
292 lb down and 267 lb up at 6-0-0, 282 lb down and
91 lb up at 7-0-0, and 292 lb down and 267 lb up at
8-0-0, and 1444 lb down and 443 lb up at 8-6-8 on top
chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-430(F=-250), 3-5=-180, 6-9=-20
Concentrated Loads (lb)
Vert: 1=-489 3=-292 4=-282 2=-292 10=-109
11=-127 12=-203 13=-292 14=-292 15=-1444
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-389(F=-219), 3-5=-200, 6-9=-20
Concentrated Loads (lb)
Vert: 1=-425 3=-258 4=-246 2=-258 10=-93 11=-110
12=-177 13=-258 14=-258 15=-1263
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-3=-265(F=-125), 3-5=-180, 6-9=-20
Concentrated Loads (lb)
Vert: 1=-235 3=-155 4=-140 2=-155 10=-43 11=-62
12=-100 13=-155 14=-155 15=-717
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=416(F=-315), 3-5=-131, 6-9=-20
Horz: 1-9=31
Concentrated Loads (lb)
Vert: 1=133 3=183 4=53 2=183 10=53 11=42
12=44 13=183 14=183 15=198
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-343(F=-242), 3-5=-131, 6-9=-20
Horz: 1-9=-8
Concentrated Loads (lb)
Vert: 1=133 3=183 4=53 2=183 10=53 11=42
12=44 13=183 14=183 15=198
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
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Job__..-.. .....Truss Truss Type Qty Ply
WRICSUBIL.-- FG5 Flat Girder 1
A0004012
2 Job Reference„Coptiona)__.-.----___--
Al Roof Trusses, Fort Pierce, FL 34946, designQa altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:01 2018 Page 2
ID:?sOOvllzBGko2hFpRYibzzzOpep-c7DJ4H5h laa 1 ONdYTKGnO2AhRwZu RtCJS3MpVYzFbJG
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-3=-395(F=-294), 3-5=-131, 6-9=-20
Horz: 1-9=24
Concentrated Loads (lb)
Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44
13=183 14=183 15=198
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-343(F=-242), 3-5=-131, 6-9=-20
Horz: 1-9=-5
Concentrated Loads (lb)
Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44
13=183 14=183 15=198
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opyuAAl(C, 2016 AI teat Imits'AmhooyLlomhe tlt. P.f. Repmlaoioe of this iocdment, in any form, is proh1hed w6cw the .,,Men pt,oriwon hon A Roof ]tosses Anthony 1. lom6o III, P.1.
Job T1uss
WRCSUBL5 FL01
Al Roof Trusses, Fort Pierce, FL 34946,
0-1-8
4x8 =
0 1 2 3
ecc
Floor 6 1 1 A0004013
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Indus --tries, Inc.— TI1u-- May----17- 13:41:02_ -2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep-4JnhHd6K3uiurXCkllnOxFipWKimAKrThi6N1 zFbJF
3x4 .-
3x4 = 3x6 FP=
4 5 6 7 8 9
18 17 16 15 14
3x6 4x8 - 3x12 MT20HS FP= 3x4 = 3x4
13
4x8 -_
0•)1i 8
Dead Load Deft. = 3116 in
300
10 11
O
c
3x6
Plate Offsets (X,Y}- [t-Edge,O 0-12], [4.0-1-12,Edge]
0-0-121 , [
10:0-3-0,Edgej, [13:0-3-0,Edge], [14:0-1-8,Edge]], [15:0-1-8,Edge), [17:0-3-8,Edge), [19:0-1-8,0-0 12], [21:0-1-8
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCOL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) "Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing,
Except:
2-2-0 oc bracing: 13-14.
REACTIONS. (lb/size)
12 = 1146/0-7-4 (min.0-1-8)
18 = 1146/0-7-4 (min.0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3712/0, 3-4=-3712/0, 4-5=-4887/0,
5-6=-4887/0, 6-7=-4887/0, 7-8=-3716/0,
8-9=-3716/0, 9-10=-3716/0
BOT CHORD
17-18=0/2159, 16-17=0/4616,
15-16=0/4616,14-15=0/4887,
13-14=0/4613, 12-13=0/2166
WEBS
10- 1 2=-2395/0, 2-18=-2387/0,
10-13=0/1713, 2-17=0/1717, 3-17=-263/0,
7-13=-992/0, 4-17=-1000/0,
7-14=-1221736, 4-15=-89/796,
5-15=-476/26, 6-14=-281/3
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
CSI. DEFL. in (loc) I/deft L/d
TC 0.94 Vert(LL) 0.4613-14 544 360
BC 0.92 Vert(CT) 0.6413-14 391 240
WB 0.82 Horz(CT) 0.10 12 n/a n/a
Matrix-S
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104 Ib FT = 10%F, 10%E
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Job . Truss Truss Type Qty Ply
WRCSUBL5 FL02 Floor 1 1 I A0004014
Job Reference optional _-.....
Al HOW I russes, tort Vierce, I-L 34946, deslgn(gal lruss.com Run: 8.120 s Nov 12 2011 Print: 8.120 s Dec 11 2011 MiTek Industries, Inc. Thu May 17 13:41:03 2018 Page 1
I0:?sOQvilzBGko2hFpRYibzzzOpep-YW L3Uz6ygBglSgnwbklFTTF 1 Nk4AvnlcvMrwZQzFbJE
0-1-8
H 1
2-6-0 —
1
o i
ccdif r
eIIIr4Z.
1N3_xx6
3x8
2
1-0-0 A 2-1-0 1-0-0
3x4 = 3x4 3x6 FP-
3 4 5 6 7 8 9
19 18 17 16 15
3x8 == 3x12 MT20HS FP- 3x3 3x4 - 3x8
19-1
LOADING (pso SPACING- 2-0.0 CSI.
TCLL 40.0 Plate Grip 001 1.00 TC 0.74
TCDL 10.0 Lumber DOL 1.00 BC 0.84
BCLL 0.0 Rep Stress Incr NO WB 0.78
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
0I10-8N1-8
Dead Load DeB. = 1/8 in
3x8 = 3x6 =
10 11
0 13
3x4
21-2-8
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL)-0.3516-17 >686 360 MT20 244/190
Vert(CT)-0.4716-17 >507 240 MT20HS 187/143
Horz(CT) 0.08 14 n/a n/a
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
4) Recommend 2x6 strongbacks, on edge, spaced atT2x4SPal) 10-
0-0 oc and fastened to each truss with 3-10d BOBCHORD2xx4SPM30(flat) Flal) (0.
131" X 3") nails. Strong backs to be attached to WEBS2x4SPNo.3(flat) BRACING -
walls at their outer ends or restrained by other means. TOP
CHORD 5) CAUTION, Do not erect truss backwards. Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. LOAD CASE(S) BOT
CHORD Standard
Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
1) Dead +Floor Live (balanced): Lumber 6-
0-0 oc bracing: 13-14. Increase=
1.00, Plate Increase=1.00 U
if L d I REACTIONS. (
lb/size) 14 =
1734/0-3-8 (min.0-1-8) 20 =
1057/0-7-4 (min.0-1-8) Max
Grav 14 =
1734(LC 1) 20 =
1079(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (Ib) or less except when
shown. TOP
CHORD 13-
23=-536/0, 23-24=-536/0, 12-
24=-536/0, 2-3=-3433/0, 3-4=-3433/0, 4-
5=-4338/0, 5-6=-4338/0, 6-7=-4338/0, 7-
8=-3389/0, 8-9=-3389/0, 9-10=-3389/0, 10-
11=0/454 BOTCHORO
19-
20=0/2021, 18-19=0/4187, 17-
18=0/4187, 16-17=0/4338, 15-
16=0/4170,14-15=0/1962, 13-
14=-454/0 WEBS
11-
14=-716/0, 2-20=-2234/0, 10-
14=-2280/0, 2-19=0/1562, 10-
15=0/1629, 3-19=-257/0,9-15=-265/0, 4-
19=-833/0, 7-15=-917/0, 4-17=-230/612, 5-
17=-371/114, 6-16=-417/68, 11-
13=0/688, 7-16=-143/699 NOTES-
1)
Unbalanced Floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 1.5x4 MT20 unless otherwise indicated. nl
orm oa s (p l) Vert:
13-20=-10, 1-12=-100 Concentrated
Loads (lb) Vert:
12=-500 Weight:
108 Ib FT = 10%F, 10%E tiatlq
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Job Truss T--- Type ........ —_._. TQty — Ply - ........
WRCSUBI-5 FL03 Floor 5 1 AQ004015
Job Reference (optionalL
H 1 moot 1 ruses, rorl rlerce, rc svzavo, aeslgn(aga 1truss. corn fcun: n.izu s Nov 1z zu17 runt. a.1zu s uec 11 2017 MI Iek Industries, Inc. Thu May 17 13:41:03 2018 Page 1 ID:?
sOQvIIzBGko2hFpRYibzzzOpep-YWL3Uz6ygBglSgnwbkl FTTF2Kk3jvmScvMrwZQzFbJE 0-
1-8 H-
6 3x6 =_
2
3 3x4
3x4 4
TI 5 6 7 1-
5 4 1-3-0 -8 Dead
Load Deft. = 1/8 in 34
FP= 4x8 3x3 11 3x4 3x3 = 8
9 10 11 S2
12
13 14 23
22 21 20 19 3x8
3x3 == 3x8 MT20HS FP= 4x8 1.
5x4 SP- 3x4 =
M
18
3x8
2
17
16 15 3x6
19-
11-4 25-9-0 19-
11-4 F. __._....._
5-9-12 Plate
Offsets (X,Y}- [1:Edge,0 4-121[2.0-2-8,Edge], [12:0-1-8,Edge], [18:0-3-0,Edge], (19:0-2-12,Edge), [21:0-1-8,Edge], [23:0-3-8,Edge], [25:0-1-8,0-0 12], [27:0-1-8 0-
0-12] LOADING (
psf) SPACING- 2-0-0 I CSI. DEFL- in loc) I/deft L/d TCLL
40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.32 22-23 731 360 TCDL
10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.44 22-23 533 240 BCLL
0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 18 n/a n/a BCDL
5.0 Code FBC2017/TP12014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) 'Except" 132:
2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (
lb/size) 24 =
990/0-7-4 (min. 0-1-8) 15 =
28/0-3-8 (min. 0-1-8) 18 =
1830/0-3-8 (min. 0-1-8) Max
Uplift 15 =
215(LC 3) Max
Grav 24 =
1001(LC 10) 15 =
180(LC 4) 18 =
1830(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3106/0, 3-4=-3106/0,4-5=-3703/0, 5-
6=-3703/0, 6-7=-3703/0, 7-8=-2465/0, 8-
9=-2465/0, 9-10=-2465/0, 10-11=0/1560, 11-
12=0/1560, 12-13=-112/480 BOT
CHORD 23-
24=0/1859, 22-23=013685, 21-
22=0/3703, 20-21=0/3406, 19-
20=0/3406, 18-19=0/872, 17-
18=480/112, 16-17=-480/112, 15-
16=-480/112 WEBS
2-
24=-2055/0, 10-18=-2461/0, 2-
23=0/1379, 10-19=0/1802, 3-23=-251/0, 8-
19=-274/0, 4-23=-641/0, 7-19=-1074/0, 4-
22=-302/408, 5-22=-253/159, 6-
21=-461/0, 13-15=-141/634. 12-
18=-1346/0, 7-21=01766 NOTES-
1)
Unbalanced floor live loads have been considered for
this design. 2)
All plates are MT20 plates unless otherwise indicated.
3)
All plates are 1.5x4 MT20 unless otherwise indicated.
4)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 215 lb uplift at joint
15. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Old 0.
131" X 3") nails. Strong backs to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
130 Ib FT = 10%F, 10%E 1Vu4
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Pierce, FL 34946 opnilhl@
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Job a Truss Truss Type Qty Ply
WRCSUBL5 FL04 Floor 1
A0004016
1
Job Reference (optional) _
Al Koot I nlsses, FOR Fierce, rL 34`J4b, aesign(galtnd55.com
0-1-8
HI
1.5x4 II
1.5x4 = 3x4 -_
1 2
2
I & &
i10 -_° 1
3x4 -=
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:04 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-OivRiJ7aa Vyc4gM69SpUOgo6d7RweK_l8ObU6tzFbJ D
2-5-0
3x3 II 3x3 II
3 4
9
3x6
13-5-0
t 3-5-0
8 3x6 ..::.
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.23 7-8 672 360
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.32 7-8 494 240
BCLL 0.0 Rep Stress Incr YES I WB 0.39 Horz(CT) 0.03 7 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
7 = 714/0-3-8 (min.0-1-8)
10 = 721/0-7-4 (min.0-1-8)
Max Grav
7 = 714(LC 1)
10 = 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1928/0, 34=-1928/0, 4-5=-1928/0
BOT CHORD
9-10=0/1263, 8-9=0/1928, 7-8=0/1284
WEBS
5-7=-1 408/0, 2-1 0=-1 396/0, 5-8=0/808,
2-9=0/825, 4-8=-255/0, 3-9=-263/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
0},fa
Dead Load Defl. = 1/16 in
1.5x4 II
3x4 =- 1.5x4
5 6
3x6
PLATES GRIP
MT20 244/190
Weight: 67 lb FT = 10%F, 10%E
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For[
Pierce, FL 34946 oprrilht02016
A11.01 basses- Anihoy 1. combo Ill. P.I. Repro/uaioe of Ibis dommee6 in eoy lurm, is prohibited without the rrnnee pemmioe hom AI Roof Imset- Who, 1. lombo Ill, P.(.
BL5
Truss ['Truss Type
FL05G FLOOR GIRDER
e, FL A945, design(Ta 1 truss.com Run: 8.120 s Nov 12 2011 Print: 8.120 s Dec 11 2017 MiTek Industries, I
ID:?sOQvl IzBGko2hFpRYibzzzOpep-OivRiJ7aaV yc4d
z d li
1 3-0 4x6 11
1-1 8 4x6 II 3x6 11
0
8
1 1 1
3x6= 3x6
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.01 7 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017ITPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
8 = 1306/0-6-14 (min. 0-1-8)
5 = 1047/Mechanical
Max Grav
8 = 1306(LC 1)
5 = 1047(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-345/0, 2-3=-1458/0
BOT CHORD
7-8=0/1458, 6-7=0/1458, 5-6=0/1458
WEBS
2-8=-1740/0, 3-5=-1740/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=-7, 14=-67
Concentrated Loads (lb)
Vert: 3=-1028 9=-1032
A0004017
17 13:41:04 2018 PaOe 1
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 10%F, 10%E
rlr r,St M+dsr3lt:f,'tt Mid+l ]t 1tldilt':i r; st%94l:AxSd CoNtA:M4 61iyY ^a Er•: ttK0#d66W%1 — ttl'1l otynw""s000l odblotnMt!—Pt.'ip Qtf p'9P; 11dM Awoom,: I"rF, I[ MNtllt(1gtltkt+N. 3ooI W+—modMM r..11
N t ax rMe W11-- M o:rctf atv t tI atmL.F-r itw..gwrc n to s,r:9 ry.nevoatq tne d:ae rrts w tapx«q etdae«ka,M aekup d. i%k 6"touly m!,edx !n.;.. ..mot:.,wtdtm Anthony T. Tombo r1;, P.E. dmnt«a c rw:; d»o-nawe., a « wn« dpx a A.Mdapex.nM:p rpMN %IVWnehulo".*od.tl.. rn,p tldklmart dd dMr,Is4plyylnPtMet .r twr«nrtnnnM 1+tMln te-
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083
M ,
edr"tdlaunz! d I 4451 St. Lucie Blvd. tPetmt ..aghc detm ti. M rr„Wtyt,tpsx!it t; of Mx,q Ornpn.« 4 Ia. Egrxer Itn plop 1!tryad ,l; ..art tt t.MK n. rRd ep,
ight e;)g16A)RW lntut Amhoor1.lonk111. P1 Ieprodalmoedth.,d-wm: is oePloin,pthkkd rrllhomlhe.,atroput,"w,lfam A I Rol 6otttt Aothooy 1. lomboill: P.I. For,
PiMre, Ft AW
Job 4 Truss Type Qty Ply
WRCSUBL5 FFLOS6 Floor 7 1
A0004018
Job Referencetip d--- Al
Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 0-
1-8 2-
6-0 Run:
8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:05 2018 Page 1 ID:?
sOQvllzBGko2hFpRYibzzzOpep-UuSgvf8CLp4Ti_wJi9KjZuKL_Xp 1 Nk?vNgK 1 eJzFbJC 2-
0-0 1 5x6 =-
1.
5x4 11 3x6
FP-- 1.
5x4 --= 400 1.5x4 11 5x6 0
1 2 3 4 5 6 7 8 9 10 11 12 02
W 25Bi
82— 23
22 21 20 19 18 4x8 =
3x12 MT20HS FP 1.5x4 II 1.5x4 II 3x6
WB= 1.
5x4 11 4x10 = 13
14 17
4x8
01-
8 Dead
Load Dell. = 1/4 in 1.
5x4 II 1.
Sx4 15
0 27 '`''
to 0
V 3x8 ._
t
24-7-0 24-
7-0 Plate
Offsets (X,Y)-- 1:Edge,0-0-12], [5:0-3-0,Edge], ff 1-:0-3-O,Edge], [l7:0-2-4,Edge], [18:0-2-0 Edge], (21:0-2-8,Edge], 23:0-3-12,Edge], [25:0-1-8,0-0-12], 27:0-1-8 1
LOADING (
psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.65 19-20 448 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.89 19-20 325 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.13 16 n/a n/a BCDL
5.0 Code FBC2017/TPI2014 Matrix-S Weight: 139 lb FT = 10%m,F, 10%E LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP 240OF 2.OE(flat) WEBS
2x4 SP No.3(flat) 'Except' W2:
2x4 SP No.2(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 24 =
1335/0-7-4 (min.0-1-8) 16 =
1329/0-3-8 (min.0-1-8) Max
Grav 24 =
1335(LC 1) 16 =
1329(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-4490/0, 3-4=-4490/0, 4-5=-4483/0, 5-
6=-6934/0, 6-7=-6934/0, 7-8=-6983/0, 8-
9=-6946/0, 9-10=-6946/0, 10-
11=-6946/0, 11-12=4523/0, 12-
13=-4529/0, 13-14=-4529/0 BOT
CHORD 23-
24=0/2570, 22-23=0/5986, 21-
22=0/5986, 20-21=0/6983, 19-
20=0/6983, 18-19=0/6983, 17-
18=0/6011, 16-17=0/2623 WEBS
2-
24=-2841/0, 2-23=0/2123, 5-23=-1639/0, 14-
16=-2882/0, 14-17=0/2108, 11-
17=-1623/0,11-18=0/1029, 9-
18=-520/147, 5-21=0/1039, 6-
21=-513/153, 7-21=-727/498, 8-
18=-713/512 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 3x6 MT20 unless otherwise indicated. 4)
Required 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d 0.
131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 5)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
o'
waNMmseMwmm[Il, lwawlk't11,[.I1.i[S"iE',t(Pl6ft[tAi lilllSi(ACdllu:et(151Y tC7.l,liil[R'.?+J(kX'Iwm. le h6aplAlwdaswl rrd wlwwuws i•wsD pkr.gt[;';wMldW.l lsnkSi.Iffdn ae Slee kS ene Ades:NEa.,sr tMNwfelOD. sW Wlet;
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edeum Ymlalpy r.lk slme Mnndlk l+ tim ll xis Ma:Nq#s. ke ladatD stm•. wx:M ldrx N'.'1m 4(gllk kld lwYa[Nm Alx-I. legyrr dlk.DDdw. heN dNt. sa,IWgh lsq.tspt.usM1lkhn Mkrtsa ul'M9e eynMtt!d 80083 uat
lwD Ms prm d[tf+Kar N. w ,1:Aslim TOD wA Al ri<iims wA taAdnmt Al to, taMy(uw" Nkq ha Nfllw xv Nd tMAw rm wisut To— 4- V,—
ldume it aAVApmd xw, ynnp It 0; lemw md," [k llnt mr[e!mpe nl(:i(kIT."I Ms:pw. w l.m.s.nle.+:ap. r.1"OR 1111q:ldaN a.. as wl n Adsdn tot 4Sr. Lucie
Blvd. FO,t Perce,
FL 34046 oprrijhl(D 2016
A lootbusses Aellooy I.t robo III. r.t. lepmllatioo of this lomaou. to coy Imn, is prohibitedwithout Me wanes pnmusion bon A-1 toollosses- horhony1. logbo III, A
WRCSUBL5 I FL06GE
01-8
Truss Type C
Floor Supported Gable 1
lruss.com Run: 8.120 s Nov 12 2017 1
ID:?
A0,004019
Job Reference (optional)___
s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:06 2018 Page 1
0}1)-8
3x3 --
3x6 FP3x3:-- 0
1 2 3 — 4 T1 5 6 7 8 9 10 11 12 13 14 T2 15 16 17 18 19 20 21 0 T_ __
Lj
STt
ST1 ST7 ST1 ST1 STi W ST1 STi ST7 ST1 ST7 ST1 ml' ST1 STt ST1 STi ST1 ST1 1 0 4 do •
r- • 1 —
t--..... A...._._.__e] __._:- 1-----a _ 1 _ 1 _ fl2.-._... - _..-- 7 i42
41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x3
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
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017/TPI2014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING-
TOPCHORD
Structural
wood sheathing directly applied or 10-0-0 oc puriins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
6-
M oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS.
All bearings 24-7-0. lb) -
Max Uplift All
uplift 100 lb or less at joint(s) 22
Max
Grav All
reactions 250 lb or less at joint(s) 42,
41, 40, 39, 38. 37, 36, 35, 34, 33, 31,
30, 29, 28, 27. 26, 25, 24, 23 FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
All plates are 1.5x4 MT20 unless otherwise indicated. 2)
Gable requires continuous bottom chord bearing. 3)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 4)
Gable studs spaced at 1-4-0 oc. 5)
Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(
s) 22. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
3,
0-0.121 CSI.
DEFL. in (loc) I/defl Ud I PLATES GRIP TC
0.08 Vert(" n/a n/a 999 MT20 244/190 BC
0.01 Vert(CT) n/a n/a 999 WEB0.
03 Horz(CT) 0.00 22 n/a n/a Matrix-
S Weight: 111 Ib FT = 10%F, 10%E an«
p Rreu u«I.yw.:t.x. na'a ! n last<: sl:. a1u.11Ap;e „a&-laat ,r,'.wr w l.uteaalnnr:rr a a«ae;r lw«:.Nr.>rNN,k>M; t.:: a x ne.,y,or;.a„lea.,l lw.li. r«.«t ;«, Ilar..0 aw„aw.,«;,aaka Ia. a.n W
Y awrx live ka 4..N hr pe dC 1 Mre. E of to y!apaen 4e•al. `qw« ne 'wmt39 Nt w w«"Nme to Kale ;rw qw +a eslwfi»h1 akyldat sr4k kl hea 9e l*3 W. M«tt Ik AsrptNu+!'am. 4e6p wPnw.: rntgdm mwr
Nnl 1«
I4alaA •aMar
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pa
A-'i Nr Rl ndr d n 1: ,t w5dry wool ,t«4e. .w+mm a4 t«q 4A N IN rws8d•1 d 8n087 M M
ip. aN «Yt« AN xpe tl t : MWa.p aN ri+Mnw «al h:dylaetwM 4aM.Wa¢+a rS pM MI t•W 4! :dx NS•axe.B piM IN'M Nlwrp.,e.pnk Lst aN Mx of 5e C.s, M-,.ywt r t. tr.ep;N,awN rm WeluY«.Y«tt 4451 St. Lt1Cle Blvd. x•+uk!wlN a, 1z•. N'te/NPI a+•a1M t lwM It/ -k lrn.pe eyrMe•.: a1!pt dn4y Urequr. S IaFKratr 1 NdNy is:";yi91.:M 4... tat wMx4 a_ti F6. Pier,
v, R 34046 apy:itht
T6I66I.Pool lm'es Aa@oar 1. ltmha 111. LF. Atp.d l.oa al th,d--t.inaay lmm n prohihiitd eA.'l the rta pnmiumA h-A IAoal 6ues APlhaayl.h*.b.lil,P.F.
Job Truss - -- - Truss Type Qty
WRCSUBLS FL08 FLOOR 6 1
A0004020
Trusses, At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com
0-1-8
H I
2-6-0 --
1
1.5x4 II
1.5x4 = 402 = 5x6 = 5x6 =
o
t 2 3 4 T1 5
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:06 2018 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-y5OC7?9g66CKJ8VVGtry55taXx6J68U2cK4aAIzFbJB
2-0_Q.._.....I I----23-4 --d F 1-3-0 i
Dead Load Defl. = 1/4 in
3x6 II 4x6 II
3x6 FP=
3x6 FP--
3x6 II 3x6 II 5x6 = 5x6 = 4x12 1.5x4 II
6 7 8 9 10 11 12+ 1314 15 16
0
28t 27 26 25 24 23 22 21 20
4x8 = 6x10 = 3x8 MT20HS FP- 5x6 == 3x6 I I U12 MT20HS FP—
3x6 II 5x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except'
T4,T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat) `Except'
W3: 2x4 SP No.2(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-9-13 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
28 = 1452/0-7-4 (min.0-1-8)
17 = 1452/Mechanical
Max Grav
28 = 1452(LC 1)
17 = 1452(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5267/0, 3-4=-5246/0, 4-5=-5267/0,
5-6=-8369/0, 6-7=-8369/0, 7-8=-8369/0,
8-9=-8708/0, 9-10=-8344/0,
10-11=-834410,11-12=-8344/0,
12-13=-5250/0, 13-14=-5202/0,
14-15=-5250/0
BOT CHORD
27-28=0/2743,26-27=0/2738,
25-26=0/7276, 24-25=017276,
23-24=0/8708, 22-23=0/8708,
21-22=0/8708, 20-21=0/8708,
19-20=017282,18-19=0/2736,
17-18=0/2744
WEBS
15-17=-3050/0, 2-28=-3049/0,
15-19=0/2732,2-26=0/2752,
12-19=-2206/0, 5-26=-2182/0,
12-20=0/1153, 5-24=0/1187, 6-24=-280/64,
9-20=-1085/306, 8-24=-1047/340,
9-22=-211/258
CSI.
TC 0.61
BC 0.82
WB 0.78
Matrix-S
NOTES-
19 18 17
6x10 = 4x8
12:0-3-0,Edge], [13:0-3-0,Edge], [17:Edge,0-1-8], [19:0-3-0,Edge], (20:0-1-12,Edge],
DEFL. in (loc) I/deFl L/d PLATES GRIP
Vert(LL) 0.72 22-23 439 360 I MT20 244/190
Vert(CT) 0.99 22-23 319 240 MT20HS 187/143
Horz(CT) 0.14 17 n/a n/a
Weight: 187 lb FT = 10%F, 10%E
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) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
W-n Nu'w!"!:t—ft, 1!. 10T-11 SSlS"YEi:.t";. y 1.M; 11kGVOOKU'itoi iU'fl';liAlJkt(p`SI!61'lyrt. tx*ku}tYtlfke: MlIW"It,kMf eft„Ot:FII 1.trxlppp:wMk°kr=lt.kl8.1'1410—kvkwt•u. ldtli xW.,u uttNMWlup. id!
w' 1,xwNlxk„MBk.,NMM xkw 1. a:tl 4 o grrt Ix. lyntl n . tn61 t nat mtkten rd,, ,pmy:t 1 nM k:y d. n.r krrNee sw .n, kl >.tws++aa We.: , n An-honv T. Tombo 1t;, P E.
W t,tdmlt,., am txa.l:, at k.,..>mde.r a w tNx rd pw.M 1.4" Se qw1. .60aE lily ,k,aF Inww wl N..1-WIkM ,N,W d - 80083 MIxN.
I lMaptx W tta pI lA Me ul xt.Mtp+W Mp WptMa dMMMbr:oryt.rd Sdx. Mx.q 1`SI: p4 Ntll Fw4k1 Idx N 1 dtwk. In.IkM,M e.pnMt:n.A lNxv d?a lr,„ry„{ex an, [vats lyx.x W,nu tM!Itr..x mk„ 4451 St. Lucie Vlvd. m
ru ldoN tr t;wnsl gl.l.pr..I .y n d! wut, w..N.:k t n; kxp',p.ne I, r: 4t kdly k:yx+. , n, t.,n. Ft1.ex d r Ixlay +s egdk<N M+:.I n ItMk x 1.nI Fort Pierce, FL 14940 lxpyugp!
7016 A 1 pal 6ac,n Anthaky 1.4.6a 11L P.E.
WRCSUBLS
At Roof Trusses, FortPler 0-
1-8 H
I---2-6-0 --- i 3x3
11 FL09G
FLOOR AQ004021 Job
Reference (optiona,, " J ce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:07 2018 Page 1 ID:?
sOQvl IzBGko2hFpRYibzzzOpep-RHaaKL9StOLAxl4hgaN BeJPiILPerbzCq_p8iBzFbJA 3x6
FP= 1-
7-12 I 3x6
FP= F--
3- i Dead
Load Defl. = 114 in 24
23 22 21 20 19 18 17 16 15 5x8 =
SX10 5x8 = 3x8 MT20HS FP-- 5x8 = 500 5x8 302
MT20HS FP-- 1.5x4 SP= 1.
5x4 SP- LOADING(
psf) SPACING- 1-4-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr NO BCDL
5.0 Code FBC2017/TPI2014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-10-1 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (
lb/size) 24 =
121310-7-4 (min.0-1-8) 15 =
1720/Mechanical Max
Grav 24 =
1213(LC 1) 15 =
1720(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-4776/0, 3-4=-4791/0, 4-5=-7829/0, 5-
6=-7829/0, 6-7=-7829/0, 7-8=-8905/0, 8-
9=-9197/0, 9-10=-9197/0, 10-
11=-9197/0, 11-12=-7102/0, 12-
13=-7086/0 BOT
CHORD 23-
24=0/2652, 22-23=016558, 21-
22=0/8905, 20-21=0/8905, 19-
20=0/8905, 18-19=0/8905, 17-
18=0/8905,16-17=0/8804, 15-
16=0/3920 WEBS
2-
24=-2879/0, 2-23=0/2320,4-23=-1908/0, 4-
22=0/1380, 13-15=-4241/0, 13-
16=0/3468, 11-16=-2123/0, 11-
17=0/426, 10-17=-273/0, 8-17=0/940, 8-
19=-266/0, 7-22=-1605/0, 7-20=0/295 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 3x6 MT20 unless otherwise indicated. 4)
Refer to girder(s) for truss to truss connections. 7-
12 0-
1-8,Edge] 15:Edge 17:0-4-0,Edge], CSI.
DEFL. in loc) I/defl Ud PLATES GRIP TC
0.71 Vert(LL) 0.73 19 435 360 MT20 2441190 BC
1.00 Vert(CT) 1.00 19 315 240 MT20HS 187/143 WB
0.83 Horz(CT) 0.11 15 n/a n/a Matrix-
S Weight: 223 lb FT = 10%F, 10%E 5)
Required 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d 0.
131" X 3") nails. Strong backs to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 1038
lb down at 20-3-4 on top chord. The design/
selection of such connection device(s) is the responsibility
of others. 8)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
15-24=-7, 1-14=-67 Concentrated
Loads (lb) Vert:
11=-1002(F) W€
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Job Truss Truss Type Qry Ply
WRCSUBL5 FL10 Floor 2 1
A0004022
Job Reference {optional__
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com
0-1-8
1.5x4 II
1.5x4 _ 3x8 = 1.5x4 II
0
1 2 3
Lt
cogggg6'
22
21
19
3x6 = 3x8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:08 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-vT8yYhA4ekT 1 ZSfuOluQAWyr9113a3HL3eZhFezFbJ9
I ......._1...-_4..-0, A t—-08 -10 1-3-0 F-- 4
Dead Load Defl. = 3/16 in
3x4 -..-
3x6 FP= 1.5x4 11 3x4 __ 1.5x4 11 4x6= 3x6 11 6x6 —
4 5 6 7 8 9 10 11 12
11-10-0
LOADING (psf)
11-10-0
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat) `Except'
T2: 2x4 SP 240OF 2.OE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat) `Except'
B2: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
12 = 1094/0-3-8 (min. 0-1-8)
20 = 1094/0-7-4 (min.0-1-8)
Max Grav
12 = 1094(LC 1)
20 = 1094(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3490/0, 3-4=-3490/0, 4-5=-4571/0,
5-6=-4571/0, 6-7=-4571/0, 7-8=-406110,
8-9=-4061/0, 9-1 0=-1 197/0,
10-11=-1110/0,11-12=-1197/0
BOT CHORD
19-20=0/2054, 18-19=014295,
17-18=0/4061, 16-17=0/4061,
15-16=0/2840,14-15=0/2840
WEBS
12-14=0/1590, 2-20=-2270/0,
11-14=-254/0, 2-19=0/1588, 9-14=-1816/0,
9-16=0/1467, 4-19=-890/0, 8-16=-501/0,
4-18=0/400, 6-18=-420/0, 7-18=-135/896,
7-17=-327/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
18 17 16 15 14 13
3x6 _= 1.Sx4 11 4x6 .- 3x8 MT20HS FP-- 4x8
20-t-01— _.
8-3-0 4-0
dge] j12.0_t d,Edge [16-0_1_8 Edgel,L19.0-3-12 Ed , 21:0-1-8,0-0-12]_,_
CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0.86 Vert(LL) 0.4617-18 517 360 MT20 244/190
BC 0.99 Vert(CT) 0.6317-18 381 240 MT20HS 187/143
WB 0.76 Horz(CT) 0.03 12 n/a n/a
Matrix-S Weight: 101 Ib FT = 10%F, 10%E
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
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02016 A tool husm Amhony 1. lombo III, P.E. lepmlunian of this forureent.moatform, is prohibited without the written pognis,on from A tool Imes- Anthony I, combo III, P.E.
Truss Type
WRCSUBLS FL11GE GABLE 1 1
Job Reference o lional
esi-9.. - - --
gyp -) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries,
I D: ?sOQvl IzB G ko2 h F pRYibzzzOpep-vT8yYh A4e kT'
ON-8
0 1 2
TL T2
16 17
q 1' ST1 STt ST1 STt ST1 STt ST1 vQ ST1 ST1 ST1 ST1 ST1 WI S11 -7— V
i.._.._------...
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
3x3 3x6 FP-
Ag004023
13:41:08 2018 PPaxae 1
EI_NaEaL3eZhFezbJ9
0j-8
3x6 FP- 3x3::::=
3 4 5 6 7 8 9 10 11 12 13 14 15
I-1-4-0 1...._2-8-0 -'I 4-0-0 -5-4-0
1-4-0- _ ,__ 1-4-0 1-4-0 1-4-0
Plate Offsets X Yj-- j1 Edge 0 0-121, [35 0_1-8,0.0-1
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 I Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 20-1-8.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
34, 18, 33, 32. 31, 30, 29, 28, 27, 26.
25, 24, 22. 21. 20, 19
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0.131"
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
8-0-0 9-4-0 10-8-0
1-4
12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-1-8
1-4-0 -0 1-4 0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0
1 _ ._.._ j__..... _.-- - --- -
CSI.
TC 0.09
BC 0.01
WB 0.03
Matrix-S
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 24 n/a n/a
Weight: 89 lb FT = 10%F, 10%E
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c,e
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8
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w 7(116 AJ Roel fiwut Antbunr t. Icmba III. P'. RtpminNan o! Ibit dmunroat, is aap (mm. h pmbibdcd w16auUhc alalaa pelmitsiart Imm A I tool hanet Aathaw I. fombo III, P.E.
Job , I Truss Truss Type
WRCSU131_5 HJ2A Diagonal Hip Girder
A0004024
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc.
ID:?sOQvIlzBGko2hFpRYibzzzOpep-NgiKIOBjP 1 bL
f— 1-6-1 —
F—..1-164......_.. ---i
17 13:41:09 2018
1.5x4 II
1 _10-4
t-_.----- - 1-10-4----I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 115 BC 0.07 Vert(CT) -0.00 5 >999 240
BCLL 0.0 ' Rep Stress Incr NO I WB 0.00 Horz(CT) -0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4-5 >999 240 Weight: 10 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 1-10-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required 1
cross bracing be installed during truss erection, in II
accordance with Stabilizer Installation guide_
REACTIONS. (lb/size)
5 = 215/0-3-8 (min.0-1-8)
3 = 3/Mechanical
4 = 5/Mechanical
Max Horz
5 = 73(LC 5)
Max Uplift
5 = 139(LC 4)
3 = 51(LC 16)
4 = 48(LC 5)
Max Grav
5 = 215(LC 1)
3 = 2(LC 22)
4 = 34(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
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 139 lb uplift at
joint 5, 51 lb uplift at joint 3 and 48 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 13
lb down and 59 lb up at 1-10-1 on top chord, and 15
lb down and 35 lb up at 1-10-1 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 3=15(B) 4=3(B)
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epf"ohl F1201d A tool ltassts- An@oay 1. lambs III, P.E. Repiodnctina of tbn Aocunenr,maay imn,nprotibited kiMnalMennen permnti0 hom A I Roof leosut Whonr 1. Ionbe 111, P.1.
Ply
WRCSUBLS I HJ3B I Diagonal Hip Girder 12 I 1 I A0004025
s----u .---- -- ------ _--1FortPierce, FL 34946, design®altruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Dec 11 2017 MlTek Industries, Inc. Thu May 17 13:41,10 2018 Page 1
ID: ?SoQvllzBGko2hFpRYibzzzOpep-rsGjyMCLALjlolpGV wuGx 1 L3YeS28be Wy2oJWzrbJ7 1-5-0 4-2-3 I--- ..... — - . — . — ..... — -- -- .....-- -- --... — -- 1-
5-0 4-2-g _i 3x4 =
LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. 4-
2-3 in
floc) Well L/d PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-7 999 240 BCLL
0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 15 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 4-2-3 oc purtins.
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) 3 =
96/Mechanical 2 =
256/0-10-15 (min.0-1-8) 4 =
51/Mechanical Max
Horz 2 =
71(LC 4) Max
Uplift 3 =
58(LC 8) 2 =
155(LC 4) Max
Grav 3 =
96(LC 1 j 2 =
256(LC 1) 4 =
71(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed ; 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 58 lb uplift at joint 3
and 155 lb uplift at joint 2. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 23 lb
down and 5 lb up at 1-4-9, and 23 lb down and 5 lb up
at 1-4-9 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (Ib) Vert:
7=11(F=5, B=5) S
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nu/
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A I fool Irosses Andanp 1, lom6o III, P.1. Repmdoaion of this domttent, in any form -s proh:biled wilpom the wfitleo permission hom A I tool hFort ?;ttt¢, FL Z4Q46esses Anlhonr (IomAo III, P.l.
Job Truss Truss Type Qty Ply
WRCSUBLS HJ6P Diagonal Hip Girder 2 1
A0004026
Job Referen-Aoptional)
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com
3x4 =
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 NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
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.__ J
REACTIONS. (lb/size)
3 = 190/Mechanical
4 = 97/Mechanical
2 = 42310-4-4 (min.0-1-8)
Max Horz
2 = 100(LC 4)
Max Uplift
3 = 121(LC 4)
4 = 84(LC 5)
2 = 301(LC 4)
Max Grav
3 = 190(LC 1)
4 = 134(LC 3)
2 = 423(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2) 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 121 lb uplift at
joint 3, 84 lb uplift at joint 4 and 301 lb uplift at joint 2.
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:10 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-rsGiyMCLALjlolpGViwuGx 1 HtYba28beWy2oJ WzFbJ7
7-8-9
2.83 2
10
IF
12 13
CSI. DEFL. in loc) I/deft L/d
TC 0.46 Vert(LL) 0.24 4-9 380 360
BC 0.35 Vert(CT) 0.23 4-9 400 240
WB 0.00 Horz(CT) 0.01 3 n/a n/a
Matrix -MP
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 17
lb down and 17 lb up at 2-1-0, 17 lb down and 17 lb
up at 2-1-0, and 40 lb down and 52 lb up at 4-10-15,
and 40 lb down and 52 lb up at 4-10-15 on top chord,
and 50 lb down and 12 lb up at 2-1-0, 50 lb down and
12 lb up at 2-1-0, and 18 lb down and 48 lb up at
4-10-15, and 18 lb down and 48 lb up at 4-10-15 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 13=-13(F=-6, B=-6)
Load DeB. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
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erc , FL
Blvd.
tort Pierce, FL 34946
ipyliIIII02016A-110011essn Andlony 1. Ihmhh III. P1. tepr0600104 of A'S iorumen4m any lmm, Is prohi6ded-Ithem the Nntten permission hom A I1e011mssn AelhonrLlomlo lll, P.[.
Job i Truss I Truss Type I Qty rPlY
WRCSUBLS I HRA I Diagonal Hip Girder 15 ' A0004027
W946, designoa 1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Th
ID?sOQvllzBGko2hFpRYibzzzOpep-J2g5AiCzxfrcQvO7
1-5-0 5-2-9 9-10-1I1-5-- — - - --- -- - — -- -.. I--- -- -- - 1-5-0 5-22-- 9 4-7-8- —
17 13:41:1
2x4 == 1.5x4 11 5
3x4 =-
5-2-9- 9-10-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.06 6-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.09 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014
j
Matrix -MS Weight: 41 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 5-7-10 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 8-7-10 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
4 = 140/Mechanical
2 = 555/0-4-9 (min. 0-1-8)
5 = 400/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
4 = 103(LC 4)
2 = 261(LC 4)
5 = 152(LC 8)
Max Grav
4 = 140(LC 1)
2 = 555(LC 1)
5 = 400(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11=-1031/362, 3-11=-973/369
BOTCHORD
2-13=-451/971, 13-14=-451/971,
7-14=-451 /971, 7-15=-451 /971,
6-15=-451 /971
WEBS
3-7=-8/301, 3-6=-1033/479
NOTES-
1) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; 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
bottorn 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 103 lb uplift at
joint 4, 261 lb uplift at joint 2 and 152 lb uplift at joint 5.
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, 41 lb down and 47 lb
up at 4-2-8, and 76 lb down and 104 lb up at 7-0-7,
and 76 lb down and 104 lb up at 7-0-7 on top chord,
and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb
up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8.
and 53 lb down and 39 lb up at 7-0-7, and 53 lb down
and 39 lb up at 7-0-7 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-97(F=-48, B=-48) 13=-7(F=-3, B=-3)
14=-17(F=-9, B=-9) 15=-107(F=-53, B=-53)
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Fort Pierce. FL 34946
Gp;vphl ll 70I6AI ieal6e!!n AYOonY L lom6Y 111. P.E. Repmdunion of ihii do:ument in oey loan, i!'rohihiled wilhnm Me ninety permiliioa hom A -I Rool irettn AnihonY I. (omho ill, P.I.
Job w Truss Truss Type
WRCSUBL5 J2A JACK -OPEN 2 1
A0004028
AlAl Roof Trusses, Fort Pierce, FL 34946, design@altruss.comlruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:12 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-nEOTN2DbiyzT1 3zfd7yNLM 7iTMLoW25x_G XvOPzFbJ5
1-10-8
1 10 8
I
5.00 F12
4
1.5x4 II
1-10-8
11-10-8
LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in for-) I/deft L/d PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 4 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4 999 240 Weight: 7 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 1-10-8 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. __ -1
REACTIONS. (lb/size)
2 = 39/Mechanical
5 = 74/Mechanical
3 = 35/Mechanical
Max Horz
2 = 62(LC 9)
Max Uplift
2 = 35(LC 10)
5 = 32(LC 9)
Max Grav
2 = 39(LC 1)
5 = 93(LC 19)
3 = 38(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; 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 35 lb uplift at
joint 2 and 32 lb uplift at joint 5.
LOAD CASES)
Standard
lx
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nrNyW gNq.rty 1. ql lan'«mrwi Ik lm: e,rya.IhNxfs l(I qe lwWsl3ss:pa,«In,. S:,ka:gm«gNr Nd q An,rttgrd r'q: gembFgNnllll. 4451 St,
Lucie Blvd. Fort Pierce.
Ft. 34946 Qpnipht (Lh
1RI6 AI Rosf Ifusses Anthony 1. tomb, 111, P.J. Rsprodo0isn of Ihn do(unenl, m any torn, It probibhed whhsm Ms wunen psamnsion hom A -I Rool Lefset Anthony 1. itmho ill, P.E.
WRCSUBL5 IJ38 I Jack -Closed A0004029
design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s
ID:?sOQvilzBGko2t
1-0-0 .......---
i ._..... —I100 — 3-0-0
20 -: 1.5x4 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Inter YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 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 uide.
REACTIONS. (lb/size)
4 = 104/Mechanical
2 = 185/0-8-0 (min. 0-1-8)
Max Horz
2 = 70(LC 8)
Max Uplift
4 = 43(LC 12)
2 = 106(LC 8)
Max Grav
4 = 104(LC 1)
2 = 185(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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 43 lb uplift at joint
4 and 106 lb uplift at joint 2.
Inc. Thu May 17
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10%
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3xvur
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r' 4451 St. Lucre Blvd. pqyertasd,N. Ik inu n,r(gnex tr llitn t+4*1un!gn.e I sllcee,gxwdar kdfq 41i:y*4 M N a: we *, IdaNro1N1. op'
ilhl cl 2616 A -I tool lmsses ADiliny 1. Tomb* III, P.l. NpeodDaioe of thn domnerN. to Amy lum is prohiblled .Itbom the weitles ptiminioo from A I tool basses Apl6nor I. lombo III, P.E. Fort
Tierce, FL 34046
Truss Truss Ty11
pe
Qty Ply Flob
UBLS CSJ6P Jack -Open 4 A0004030
L_
Job Reference_(optional__- _ Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-
0-0 LOADING (
psf) TCLL
20.0 TCDL
10.0 BCLL
0.0 BCDL
10.0 20 =
Run:
8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:13 2018 Page 1 ID:?
sOQvl IzBGko2hFpRYibzzzOpep-F RxrbOEDTGSKfDYrArTctafnAmawFVL4DwGSwrzFbJ4 SPACING-
2-0-0 CSI. Plate
Grip DOL 1.25 TC 0.52 Lumber
DOL 1.25 BC 0.50 Rep
Stress Incr YES WB 0.00 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 5-6-0 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide; REACTIONS. (
lb/size) 3 =
132/Mechanical 4 =
64/Mechanical 2 =
299/0-3-0 (min. 0-1-8) Max
Horz 2 =
100(LC 8) Max
Uplift 3 =
86(LC 8) 4 -
55(LC 8) 2 =
201(LC 8) Max
Grav 3 =
132(LC 1) 4 =
94(LC 3) 2 =
299(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
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. DEFL.
in (loc) I/deb L/d PLATES GRIP Vert(
LL) 0.13 4-9 >505 360 MT20 244/190 Vert(
CT) 0.11 4-9 >596 240 Horz(
CT) -0.01 3 n/a n/a 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 86 lb uplift at joint
3, 55 lb uplift at joint 4 and 201 lb uplift at joint 2. LOAD
CASE(S) Standard
Weight:
19 lb FT = 10% Axap
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rm Aat• wee ,NW ne I)O va x.tld. l:e. so yvipnev Ie.: lxany top—:M.0..t too wp'W'xrvp.uxl.pon:.w vpaeenpiey.:Mlp V9sh"pxl. vsP T!.!, epmvl.*,too wf. Mn lPI Anthony T. Tombo Al, P.E. w
i Art•st S Ixlineishe ny.:Mimd A ti .hr,.;:en.,.lp. nIM Rsy.• uh:xn xr. r 1 3:wn W4!> n Nrw K lepp.ON''ooWoo!kW.. 0 Mel.1 .1-61 f.%Moir yW10.wMnsI14*o,l.lp.4xltl d z 80083 IM4
a pAesq.'xe (mc.ar t!.e. rwxnr loOwlM poa a we p.W svl nv lxlMp tvp.en itlxy rib rim t[.t pd Mr>v !nw4xi nv:d ay4 preNyWen m.l a:r., fe ey.S dAes.e e.n vsx t:n. oeapn I.ns Mspirpnvv .:!x„wxiv...x..lesl 4451 St. Lucie Blvd. eiehx
MM1w lv a:aral spxl n.n.^nph Ylyr:nn.;dveA.Ik,nsc&up Fpaeev a ACI Ae LwAy M;;px xiv.s 4veapi.a Yny lxlAp ell;q.Ipa4 Y:nl nvn lehwiv 1pl. Fort Pierce, FL 34946 oplitM(!
2016A-Itoot LauerAAAoeyl.tomboIII, P.f. tepmhomofArsiomnem,monylolm,nprohlhiledwdoanhe.6",opelmissloohomAIRoof houes-Whoerl.I.Mbo111,P.I.
wu I russ I Truss Type
WRCSUBLS J7A (Jack -Open
Ply
10 A4004031
120 --- --Inc. sNov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu - — Ma _ _y 17— 13:41—
ID:?sOQvlIzBGko2hFpRYibzzzOpep-kdVDokFrEaDBHN61 kY?rQnCsb9sC
7-M
U4= 4
7
LOADING (psf) i SPACING- 2-0-0 CS1. I DEFL, in floc) I/deft L/dTCLL20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.10 4-7 823 360TCDL10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240BCLL0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/aBCDL10.0 Code FBC2017/TPI2014 Matrix -MP I Wind(LL) 0.21 4-7 399 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required 1.
cross bracing be installed during truss erection, in
accordance wlth Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 183/Mechanical
2 = 342/0-3-8 (min.0-1-8)
4 = 91/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
3 = 129(LC 12)
2 = 99(LC 12)
Max Grav
3 = 183(LC 1)
2 = 342(LC 1)
4 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 129 lb uplift at
joint 3 and 99 lb uplift at joint 2.
Dead Load Defl. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 10%
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Antholty T. TomGo ili, P.E.
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7016AI10allrossesAadoeyl.I.M611111.hprowtioenflA11110-eenlIlooltteuel-Anlhonyt.Ion0o111,P.E. Fort Pierce,
FL 34946
Job Truss Truss Type
WRCSUBL5 J8A Roof Special Girder
aty-
2
A0004032
Job Reference (optional) _
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:15 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-Cp3c04GT?tL2u WhEIG W4y?16xZGPjNaNgEIZ?kzFbJ2
1-0-0 1-5-0 58-13 7.10-8 -2-
1- ...- ------- -- __._......._ ...... ---
1-0-0 1-5-0 4 3-13 2-1-11 0-3-8
Dead Load Dell. = 1/16 in
3x4
1-5-0 5-8-13 7-10-8 -- - -2-
1-5-0 --. } - - -- 4_3_13 _ _....--f
2-1-11 3
Plate Offsets,-010 1 1 1, 4:0-1-11
r -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 7-8 554 240
BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.12 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 35 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
purtins, 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 = 76/Mechanical
7 = 235/Mechanical
9 = 366/0-3-8 (min. 0-1-8)
Max Horz
9 = 110(LC 5)
Max Uplift
5 = 68(LC 34)
7 = 104(LC 8)
9 = 220(LC 4)
Max Grav
5 = 84(LC 23)
7 = 235(LC 1)
9 = 366(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-291/126, 2-9=-317/155
WEBS
4-7=-280/200
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 9 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 68 lb uplift at
joint 5, 104 lb uplift at joint 7 and 220 lb uplift at joint 9.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 55
lb down and 119 lb up at 1-5-0, and 65 lb down and
39 lb up at 3-4-12 on top chord, and 21 lb down and
55 lb up at 1-5-0, and 15 lb down and 12 lb up at
3-4-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pin
Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=39(B) 8=4(B) 11=-15(B)
reap Mwu MngY, v.tv'f 1]G.R,S<Stif tit setAilAi rE1NS N('np11(eSrl,i M p Y !'[N(NF0. MN.I eiear k:ye p.adnswn.l.dn wib, I:..sk Ft' q_`tt';e4K. 4.N...I t;e..0 :.I E. Idxea. Her sv2 Jd.s: dir uadd..MiGP. M: '
Wiec:.ewm.Pm W.ke;NMAe1D@itN,dN.4:e. ns hesq.f.Pe.a ie Stran. Egxew,:WNr!Tmfw,:..p..,reompds Iwd4.r1grsyuutft Vne ln rem Ipi sWuiNMM I00M1I. Multi -I le h:pnrmMr Ipq:wmu:.uM." An`honyT Tombo:li, P.E.
w..dnnh k.n1e64,oedM1e0. N 0..,; ~A Iii. 1.*q W1. . r-mr," 0 1. RL . K . rk Wo V.4.1 WrKi l.,W do.'hhw.nh.d dh.nx.aNNw/mfro}a:ge.nM1ndm.eeMxwslvNseMrtq.NUMrhd a9Q083 ro.
ti4ty Nngn. ee (wrvx+e 4" ns iri. M1 n." wit,"s Myned tend lk Wit" (mpem ldm lry .n V4f pdske 4 Mw SKI., -de 0.P IP41x IY-I RSr;l.esp..:i ne:.. NNrsf!N.I.nw;ip.e.,:M.a.::p!.prn »tin,; wsd.ex. w4s: 4451 St. Lucie Blvd. ' fn•.
u/dud li.,.d wi qed an .miq 1. di pnrs,wdnl. Ik loss rxsiP tgea., lCsv ta4ay 3esq..r nl .s.n+.a:qu.n[ar sMAq Ill yfilr.l M1.0 :nke4 n1/11. Fort Perce, FL 34946 Npy-
riphi D 7hl6AIteat Lasses AMWNytlemh.IILP1. Reprolanien Nl this riomneM,mety lorn,npropibded withcar the wnnee pe.musiNN hcMA ltool tresses- WhonrLlamEo III, P.I.
WRCSUBL5
1 fuss Truss Type
J8B Roof Special
Ply
A0004033
Plate
8.120FortPierce, FL 34946, design@altruss.com Run: s Nov 12 2017 Print: 8.120 s Dec 11 2017 MITek Industries, Inc. TI
I D:?sOQvl I zBG ko2 h F pRYi bzzzOpep-gOd_DQG6m BTvW g GQszt,_1-0-0 .3-5-0-__.._. _...._-._—.__.—__—_.7 8-13 2-01-0-0 3-5-0 4 3-13 — - -- 5-3
4x8
5.00112
1.5x4 11
JZY 3x4 = '
LOADING (pso SPACING- 2-0-0 1 CSI. DEFL. in loc) I/deft UdTCLL20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 6-7 999 360TCDL10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 6-7 999 240BCLL0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/aBCDL10.0 Code FBC2017/TP12014
I
Matrix -MP I Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends— that Stab111ze- rs and require--d
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
4 = 141/Mechanical
8 = 393/0-2-2 (min. 0-1-8)
6 = 172/Mechanical
Max Horz
8 = 105(LC 9)
Max Uplift
4 = 90(LC 8)
8 = 127(LC 8)
6 = 31(LC 9)
Max Grav
4 = 141(LC 1)
8 = 393(LC 1)
6 = 192(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-282/235, 2-8=-370/415
BOT CHORD
6-7=-265/230
WEBS
3-6=-268/310
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 8.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 90 lb uplift at
joint 4, 127 lb uplift at joint 8 and 31 lb uplift at joint 6.
LOAD CASE(S)
Standard
17 13:41
PLATES GRIP
MT20 2441190
Weight: 44 lb FT = 10%
H.up Nene Ma.ryd, .I.wn.'k, lxlinsts: f[:1tr, uvia', ftlm5& oA 11CN(r)11 A fl leNr N 06111N 1 41, kul. Wnelns MrMlW s I., I•es:)n.v3—.4{Irv,. om Arm.,I ixkll'. I I. Idr.ew.4ee=;.eS e... Jdess dlr•..t,0".e M.IpN. - Ikl
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i.s d M. ,nx. xtl.pm ISha4 lxlif.. l nlldm me kltsl N k Mw yaxk!h d pM lk(MF'.M 1f.N11,ex':l Me IAA.Al ntexl.,ml NwkNNtdMe pnlbl(xaypM Gld.IY'AfiPM i(Sr pd4Akki+ nl Nllq!'dxl.l.)M pxer+IWl lFlkkei4F,ei•ttlf tld kseSYl l't.kapw,lrnik3Ian ael !SYk duh: g. w;l:s «AOOA3 hwnv l.
h../
lrt..N•M.peN nuxnmq Mdl prtxs mrirN. fforloss lfl .4+t9yaes4wl u1 sSrtsR hpkx eW Mdh4 All Llk"W14 1n.nl+aelufh1 4451 St. Lucie Blvd. ZE 0DY1711 101dAIRaolfloursAalgoop1. lombo 111. P.F. Rrploda0ioo of IAiI domment, in oN} form, is p olibiled will [fit writteN permisimo from A I Roof B.uel 4tbon7 t. fombo III, P.L Fort P'erce, FL 34946
Job Truss Truss Type Qry Ply
WRCSUBL5 J8C Half Hip 1
A0004034
Job Reference (optional)_
AlRoof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:16 2018 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-gOd_DQG6mBTvWgGQsz t J VCHIazg 7SgJ WvuV6XAzFbJ 1 1-
0-0 0ar.-.._._... - - .... - 55--0-4 -- ........__..... ... -- 8-
2-0 - i 4x8
1.
5x48 11 3x4
3x46= 5-
0-4 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL
20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.02 7-8 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.04 7-8 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL
10.0 Code FBC2017rrP12014 Matrix -MP Wind(LL) 0.00 7 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabiliz11 ers
and
required 1 cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation glide. _ A REACTIONS. (lb/
size) 4 = 93/
Mechanical 8 = 394/
0-2-2 (min. 0-1-8) 6 = 219/
Mechanical Max Horz
8 = 129(
LC 9) Max Uplift
4 = 59(
LC 8) 8 = 107(
LC 8) 6 = 64(
LC 12) Max Grav
4 = 93(
LC 1) 8 = 394(
LC 1) 6 = 219(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
254/143, 2-8=-353/399 BOT CHORD
7-8=-
283/125 WEBS 3-
6=-
285/322 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=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 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) Refer
to girder(s) for truss to truss connections. 7) Provide
mechanical connection (by others) of truss to bearing
plate at joint(s) 8. 8) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 59 lb uplift at joint 4,
107 lb uplift at joint 8 and 64 lb uplift at joint 6. LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 Weight: 46
lb FT = 10% 4-1
Nwse Mnryd.-t4CAI tW rWststgiIIr,611,11'.tufts.OenllC.s 0`iNN'intr; Selrri0wI I., teat Yv1.paters 14114.te1 mIxs Ins: 1114e firm/IJKae Ne Woo,I I,vt'"L t I. to"' Nee! die ne Otn:.1-A atd ON lA&a INie;mmweaa,
NNNe;elfaMl9h4-'",1; !insW,4,-,1.e aerElame•.4utmm!IWOAl etsmanpmndimptnslmteep iwnymuNlmalMn{.deecpal:N.aNmRe100mNAMIKl.leks:pnrmMa.1aotiao im:.Aftwy WhonrT.Temboill,D.E. adeut`..s
i."t V mr Mmaome MesMl.rtik J>~.x.MO.mi:e:.N. NeMf ge Mlop OexMvah:matttnlK•e0;d4 utt fal;W me M41. 'le geentNe'.00 ed n. hell t4;ns+uhaei la4xl a:q.bMlfimw kaeq At ee ae e3Mwl+end Z30Q8J k1m4*p0esgmed(
al."Almasit: x!.4IO0taNputmmeMatiNsdmWl4q(e.penit.ahnrnmmxVMdskearMud sNAa:.daedaipmeAiritmnlM1lnNmsZredmteJmesRSbxnSt'e.1:es.ilr1lml..a!11H?4_f1WN 017In.:Nptkl,M.rtYfi 4451 St. Lude 61A. eMnu {a N k
e :.aat.r al Mee a .,Nn On Maas inrsd. tk lmc.as le lN'nn 11%1.a Wfai Bn,Mn.. w 1....ssa. Eynea r mr aMM1 AN poN a -as ae.s ld M n (tll. EoI[ P'.eece, FL '+4946 eppiiht®7RIdAiioel hues A.
Oo.p l.lombo lit. P.E. Repmdumoe of lhi+tomnem.mael torn, is psohiheed.4hoel the -fit. p.mwoo I'm AI Roof Imsseshethooa.l.mho
Job I Truss I Truss Type --- ---JQty --I Pjy
WRCSUBL5 IL01 Hip Girder 1 1 A0004035
1 -- Job Reference Cgptional) ,
At Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 1 -A1--. 7 2018 Page
ID:?sOQvllzBGko2hFpRYibzzzOpep-BCBMRmHkXVbm8grcPhYY2QgMhNsW BGug7YEg3czPb
10-6 76 1)-0 17-0-01-0-0 __...... 5_6 0 5-0--.... Q-4- t -0 0 - l
Dead Load Deft. = 1/8 in
N
3x4 - 1.5x4 11 3x4
LOADING (psf) I SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.23 7-8 846 360
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.22 7-8 863 240
BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.06 5 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
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.
BOTCHORD
Rigid ceiling directly applied or 4-3-3 oc bracing.
h-a—t .._.. MiTek recommends that Stabilizers and required 1
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. _
REACTIONS. (lb/size)
2 = 1085/0-3-0 (min.0-1-8)
5 = 1126/0-3-0 (min.0-1-8)
Max Horz
2 = 35(LC 12)
Max Uplift
2 = 782(LC 4)
5 = 810(LC 5)
Max Grav
2 = 1085(LC 1)
5 = 1126(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2602/1866, 3-17=-2365/1747,
17-18=-2365/1747, 4-18=-2365/1747,
4-5=-2522/1798
BOT CHORD
2-8=-1733/2439, 8-19=-1753/2461,
19-20=- 1753/2461 , 7-20=- 17531246 1,
5-7=-1648/2345
WEBS
3-8=-259/411, 4-7=-243/391
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 782 lb uplift at
joint 2 and 810 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 224
lb down and 238 lb up at 5-6-0. 72 lb down and 99 lb
up at 7-6-12, and 72 lb down and 99 lb up at 8-5-4,
and 224 lb down and 238 lb up at 10-6-0 on top chord
and 131 lb down and 192 lb up at 5-6-0, 54 lb down
and 78 lb up at 7-6-12, and 54 lb down and 78 lb up
at 8-5-4, and 131 lb down and 192 lb up at 10-5-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 34=-60, 4-6=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-177(B)4=-177(B)8=-113(B)7=-113(B)
17=-72(6)18=-72(B)19=-44(B)20=-44(B)
3x4 =-
PLATES GRIP
MT20 2441190
Weight: 64 lb FT = 10%
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ar N N e'14 iY .e11N nl ti0l N Yll e,e Dye epweNj! S NM yrN; 1 YNm 09!ee tSMtMCilA9 eNpIK 1fNy lyW} 141e5{MWIIA MM.p %ne StM l'MSI {kNNMIPD Mh qN l 1 :4 e j Mf1t{M1IeS.NNij;WMM] tMWYh
e uovi, {.wy,cne { .NIY Ym4.en bf.aiteaAer.NepeaY NIMNy6 pr: a ;W nNIwIC ae4; WYe uY!»Ja :MlwsP l le r4r Y N anMx.M1Y , dne'n:t A, Anthony T. Tamtro :1;, E.
r s tµy,'s ep.111NM.e eY qued.l.m ey,ewi:nd c 80083IYtvMaeBnyttM.,en1^11; M. 'M :sM1Y6Mrlenat e: M{exlel. el lkHllly(ev{seep tAxr kTaenM RfNH tkE ai fn WtNA nlMa geGMp Nue RIkSN:le:etensNl:ryetlnE{nutkle l:t<.t4u{ex.,.n.9et:{t.e{nn ae rt.cYAMHnII.wYSV
W... dAnNhn 4W, op"dy ""I'dlete+n Ye{. Qe ll.::..:,ye,yuen rtfl *e A.,y 3el::er xt.n. sr<na iynery eae wlay {i!ryne„er..xenaraNuml 4451 St. Lucie Blvd.
oppi9p1t) 2016A-I lnl6Yues-Amhoopl. lom6ollf1l.lepoditaw.flhn lommeee, finny lom,np ohibiled.,thool the rnneopermwoohemA I too(Nsses- Aothonyl. Iombolll,p.L
Fort Pierce, FL 34946
Job ----- Truss Truss Type
WRCSUBL5 LO2 Hip
A0O04O36
Jo tion JobReferenceal) Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:18 2018 Page 1 I
D:?sOQvl IzBG ko2 h F pRYi bzzzOpepcOlke51 MHoidm_QpzO3 nad N Xtn DjwkApMC_Db3z FbJ? 1-
0-0 7-6-0 8-6-0 16-0-0 17-0-0 l- -- - -
7-
6-0 I 1-0-0 7-6-0-.__._... 4x6
4x6
c 4.
00 rl2 n
2 / Dead
Load Defl. = 118 in 4
P,
63x4 :._.:
1.5x4 11 1.
5x4 II 3x4 =
3 "
7-6-... 8-6-0 ......... 15 8 $__...._.-. t 0 3-
8 7-2-8 0 0_+ 7-2-8 - 3-8 Plate
Offsets (X,Y-)-- L2 0-2.10,Edgeb 5:0-2_10,EdgeL _ LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.97 I Vert(LL) 0.37 8-11 516 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.30 8-11 630 240 BCLL
0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.03 5 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 I Matrix -MS Weight: 59 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. BOT
CHORD Rigid
ceiling directly applied or 2-9-9 oc bracing. d- -
l
MITekrecommendsthatStabilizersandrequiredcross
bracing be installed during truss erection, In accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
687/0-3-0 (min.0-1-8) 5 =
713/0-3-0 (min.0-1-8) Max
Horz 2 =
45(LC 16) Max
Uplift 2 =
451(LC 8) 5 =
467(LC 9) Max
Grav 2 =
687(LC 1) 5 =
713(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1169/1874, 34=-1071/1877, 4-
5=-1185/1879 BOT
CHORD 2-
8=-1661/1065, 7-8=-1679/1071, 5-
7=-1659/1064 WEBS
3-
8=-317/214,4-7=-358/237 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
II; Exp C; Encl., 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 8f 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 451 lb uplift at joint
2 and 467 lb uplift at joint 5. LOAD
CASE(S) Standard
m.
q nau NNleyll. ft•NrtN •A' We! ttffills"q Lit% rft 1, INMSMeAwtlt Nupptao IN,taleht NIwt ""):q. k-Iiw,eN IN NNN, l IuN a:. It IIMlxe Sler W."- 00,, la rwrte dtlNNM1(b. Nry NI!l:NN:
IIIN Zlwq e. t
beCIF! NI'Nlvfl hl
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lv S lr1.*.! islu Ill.iNhnA Nl.mm .m w .N lpww MWON! IN"Ju.. Mn.. 0 W NA N:1:.4W 1.0 AN W bad lKI lu 1p01 l l: . V M N.An 0MI.- tll.y. .Nil" W N. tN:ye er,.d.' g wosb.l:nd : 80083M4wpoltp wfe tl el'N-.;.Mlhu „alwllln.n,
Wo.".,dMMi.p(."N -tllnN,.m ICipNI."tmwNl(ANlyd.a".rrep,t Ir*INhNs.lnpMYzm.NWMfnYtel.!„Gepw e,sk,p:lp-ml,.,,..edl..wtlts 4451 St. Lucie Blvd. dv,- tam ife.l.w gNNlNIw w.AM h
dl Wt N.fet.ImI,.s Clip flplef i, N(I tx AN." r.;rpN., I .,S,wEq-!'Nt.4*4 .All tWtmw r;., N! N tdwelNItl 1. Fart ':etee, FL ;4046 Npy,,1h102016A I tool&uses AndoeylAbA6111.10.1. Aepfodo(
tiol ollhis Jotumm6 m.q corm, Isprohipited waholthe wuneepermissioellomA IAoollnies Whilyl.tomholl111
Ply
WRCSUBL5 IL03 (Common I I i I A0004037
usses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MITek Industries, Inc. Thu May 17 13:41:18 2018
ID:?sOQvIlzBGko2hFpRYibzzzOpep-cOlke51 MHoidm_QpzO3nadNdkn D5wjTpMC_DI1-0-08-0-0I---...._....----- - ---8-0 ---- ---- --1-- ..—. — - 16 0 0 17-" 1008-0-0 _....... -- .......-- 8-0-0 __.._— .... --- — ..._. I -d_O—I Sx6 —
Dead
Load DeB. = 1/8 in 3x4 —
1.5x4 II Plate
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 j Code FBC2017/TP12014 LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-8-9 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 3-3-4 oc bracing. MiTek
recommends that Stabilizers and required Icross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guuide. REACTIONS. (
lb/size) 2 =
687/0-3-0 (min.0-1-8) 4 =
713/0-3-0 (min.0-1-8) Max
Horz 2 =
48(LC 13) Max
Uplift 2 =
448(LC 8) 4 =
464(LC 9) Max
Grav 2 =
687(LC 1) 4 =
713(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1152/ 1859. 3-4=-1170/ 1866 BOTCHORD
2-
6=-1644/1047,4-6=-1644/1047 WEBS
3-
6=-665/355 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
II; Exp C; Encl., 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 3x4 =
CSI.
DEFL, in loc) I/defl L/d PLATES GRIP TC
0.60 Vert(LL) 0.36 6-9 529 360 MT20 244/190 BC
0.82 Vert(CT) 0.30 6-9 645 240 WB
0.14 Horz(CT) 0.03 4 n/a n/a Matrix -
MS i Weight: 56 lb FT = 10% 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
4)
w This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 448 lb uplift at joint
2 and 464 lb uplift at joint 4. LOAD
CASE(S) Standard
tt .
uq. Netu nx qM wteix'nll1, mn ESift016MALRlfiid( onclis I dti)Y1:'Si l lCirf sxfN. I h,ar hapiwnnns MiM uN iM ,,; pn l.Aniy;fpV, eed ne Aenari iae 'ff ldxlwt Un*iret nr M, ow.ne aodr. it0-1 M.#rd
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tY w i Ilxfienere/d YDhdtie7rre I#pxvitfa#.dyet'vl#twlhwp fw..u[a;MewAlaltl it:r;#In NtN1.f:y;Nefiwl.'leRnen dt# 0Dod nh.N AI#: ,.r;tMK/sW,yta•pt. ,nilpxtrdhrtan #I'.#ry t vl:lnd Anthony T. TemGo ;1;, P.E. tte bmk+
o pt y+•uf (emuv i=rY.atxthlOD td nr panm, s/piWxe Nqe GiMp(nyeMe uhn ls sen tt4 prh.Wy1§M,NA pn tlwlydtit pewN p b.t TKIbxe,3>rnpn.l met We.w'evL,:ptnpw.I.ns Mstx isg#n of tn.t Mwlr+cw. w'ni Z80083 Ae<nu
ltliw l e.Wrtn yiffl w.n vnnq 1. dl pp:n lnhrN I#In;., Ga p Fquex it lGf the kMm{itxf.x. #I. s.r,:lx:atnew vsr #n4y 41I:v..uJad kns at e, ht.ein nl 4451 St. Lucie Blvd. ep Fort ?'.
e,
ce, FL 34946 rriphl POIdAliool6uues-Anthony l.lomho Ill,P.f. Repeodunion of lAls domnen6 in ant fofm, it prohihited without the wines permission hom A I Aool lrasutAeihonrLlomho ill, P.f.
Job ,uss Truss Type Qty Ply
WRCSUBL5 9Monopitch 4 1
A0004038_______________,
Job Reference_{optional)____
At Root Tntsses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:19 2018 Page 1
I D:?sOQvIlzBGko2hFpRYibzzzOpep-4bJ6rRJ_26rTN8??X5aO7rvs2AtiTf8Wzbsim8VzFbJ_
1-0-0 4-7-15 8-11-8
F-1-0-0 {— --- 4-7-15 — 4-3-9 -
4
2x4. 1.5x4 II 30 =
3x4 =
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 FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-10-0 oc bracing.
1MiTekrecommendsthatStabilizersandrequired
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation guide, _ J
REACTIONS. (lb/size)
2 = 416/0-8-0 (min. 0-1-8)
10 = 326/0-3-8 (min. 0-1-8)
Max Horz
2 = 168(LC 12)
Max Uplift
2 =-203(LC 8)
10 =-192(LC 8)
Max Grav
2 = 416(LC 1)
10 = 326(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-520/750, 4-5=-559/250
BOT CHORD
2-6=-932/442, 5-6=-920/446
WEBS
3-5=-454/930, 3-6=-298/169,
4-10=-327/662
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left 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.
4-7-15
4-7-15
8-11-8
4-3-9
CSI. DEFL. in (loc) I/defl L/d
TC 0.37 Vert(LL) 0.05 6-9 999 240
BC 0.23 Vert(CT) 0.03 6-9 999 240
WB 0.28 Horz(CT) 0.01 10 n/a n/a
Matnx-MP
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) Bearing at joint(s) 10 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verity capacity of bearing
surface.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 203 lb uplift at
joint 2 and 192 lb uplift at joint 10.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 48 lb FT = 10%
U." tkue ar.gN.rna+ter'AllO ftKiFS'ilitff'a 6(A;lii tElKS A(:nptltAS(R10m pYl,!'.YlrttEaiYEAr Mn. Ee Ri Kup y.adn,WrW W!s mla: i.:; k,p x..q;trs Wa. AMrrl lenku,t(. Iderext un.karc rst Ad.,:alenu M.O.s, TOO ov
MII.N.rtM:in pre..ak ,NMnetlAl krNN.A: :n, Deup !.peer K.dh Eymx as vdm..toA•prn.a:epo.ednaryWsn.d.q»et•iq r.ymtannr t,a lryaeae.Atl .IYNt1.MiD0.h. WaiKl .kl.,p n:wla.n. ntW ..rmxr.smoim! Anthony T. Tomboll, p. F.
W nedn"I. Smv WWN, ae e,p.siWmda.7 IkQ......rkrN Wov lk lwllalAeln.'.Mwxiddar It, It 4' W a. 6r4 A'" aW.1 fKl. 1." dr rob W m hdd x 0 daq ATdiit{ w4cmMoh. wMrt,pneA.nn 580083
a.4vayhl" .(.eual. A!:-11, W an.II*M1.p tan:Mf w. ,0a!Ww"(wyme>.l.ntwnm avKw—" ll.wWAx. -d .awy.—?14-, tr-I«.,m,a. "l—win.,.ea.,r'b.1:.1.nrnF..A"ffE.J «atA1-0waa+.!a.•+,: 4451 St. Lude Blvd.
anm. Ada. A. A,.red tr.a qee a v qA. dlW md..l. Iw N'l fa'p fmi— I, ACT A. 1.4.1 l.roym,. 1 .s.rt.ea E'*I. r. of f.naq All ldck tea: aen tda.1 r. It, lmFort ^efce, FL 34946 topylilhIVN16A
I Willows AnlAoey l.lambo ill. P.(. Reprodnnion o(IAis lofunea4moay lore,upwAibiled witAcnl Mt ranee permnsioa bomAIRool Lauer WhoayLlnmbo111P.1.
Job Truss Truss TyF
WRCSUBLS M9E GABLE 1 1 1 A0004039
1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com
1-0-0
sNov 1 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41::
ID:?sOQvilzBGko2hFpRYibzzzOpep-YnsV 3nJcpQzK?IaB5p5Ff2S5Ba390e
8-11-8
1.5x4 II
5.00 12 5
1.5x4 II
41.5x4 H
T1
3
ST3
ST2
ST1
n 2
81
M :.
2x4-. 1.5x4 1.5x4 ! 1.5x4
10 9 8
7
6
7
1.5x4
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 14 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 10-14 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 I Code FBC2017ITP12014 Matrix -MR 1 Wind(LL) 0.00 10-14 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabllizers and required
cross bracing be installed during truss erection, in iaccordancewithStabilizerInstallation_guide..
REACTIONS. All bearings 7-0-0 except (jt=length)
15=0-3-8.
lb) - Max Horz
2= 168(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
8, 9, 10, 15
Max Grav
All reactions 250 lb or less at joint(s)
2, 8, 8, 9, 10, 2, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-256/101
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; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left exposed ; end
vertical left exposed; porch left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 15 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 8, 9, 10, 2, 15.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 48 lb FT = 10%
aN0. pNkIMN ph rM lii l( 161Sfe'2'::r allt't txi( "P P n4 r a'rl,^t lnx,p6a iTk i 1,k :b la'..ltlM:1111tl1 N !k :rM1h pb' nt "•:16, ad>a iaAaae' Ipbak P, rfM.NS dea kl N. 9lp!i xae! iM N?!. N1!
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Gera;ekn.ii.i(a!,a!q,eN.i«er.,,nywr: p:w, ihii.:kl„u h,y'tgwe ,. r,i ar Mkal p«sryan a- .uS.s.wtgwo ak.i«uul +:gaa,,,y,: eon we.H n!R 4 Sl St LonZtLucie F.lvd.
for 'pier: e, hL 54946apy!ighi at 1016 Al peal lrmuiRathony 1. lomba lll. P.t. Repedntlioa el this doiomtat. in am lmn spiohibned.:rboo!the wrtleo peimiisia: hom Al Goof ha+tot halhoty 1. leabn lll: P.E.
0
IJobTruss Truss Type Qty]P'y WRCSUBLS
MG7A Jack -Closed Girder A0004040
1
JobReference-(
o tiona, _...___._._ Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:21 2018 Page 1 I
D: ?sOQvl IzBGko2 h F pRYi bzzzOpep-OzQtG 7 KEaj 5Bd R9Oe Wd UC G?B E_Kt7yCG 2ACtBOzFb I y 3-
9-14 7-0-0 i
1.
5x4 II sxa =:
3x6
II 4x6 = 3-
9-14 ——— — 7-00 -- I
3-
9-14 3-2-2 Plate
Offsets LOADING (
psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl Lid PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 5-7 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.07 5-7 999 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matnx-MP Wind(LL) 0.04 5-7 999 240 Weight: 38 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x6 SP 2400F 2.0E WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-6-5 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabdlze-rs and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide,_ REACTIONS. (
lb/size) 1 =
1656/0-3-8 (min. 0-1-8) 4 =
1388/Mechanical Max
Horz 1 =
138(LC 23) Max
Uplift 1 =
494(LC 8) 4 =
468(LC 8) Max
Grav 1 =
1656(LC 1) 4 =
1388(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
2=-2295/666 BOT
CHORD 1-
8=-708/2119, 5-8=-708/2119, 5-
9=-708/2119, 4-9=-708/2119 WEBS
2-
5=-477/1700, 2-4=-2377/795 NOTES-
1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=O 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) 1=494, 4=468. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 832 Ib
down and 266 Ib up at 1-0-12, and 832 lb down and 266
lb up at 3-0-12, and 832 lb down and 266 lb up at 5-
0-12 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others. 7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 1-4=-20 Concentrated
Loads (lb) Vert:
7=-832(F) 8=-832(F) 9=-832(F) Mnwy
nw;<nx+,jde:nx. M't lu1f,IC,Sf. fSf.%. va(rlt t;iNS I:W!t%ta{;GM pPfl ;l:relaiigetkl: tna rnfS xty re+su«; WeW wnsx M,'rnt dsye R+r+i ,':OPMMInWet iwl, IR. 1;. IAnn<s ixel leMe. 7mu ,¢oti,e kt i9p. mh w !
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mu, tnonl Wnl:,Ae vawmdMt M mn;nnnmq,u erLtMk.p.znrx:e rnnen-.mm.a'x dlnunl«,.d.n..luryr;n«+x1a,Wmn,p «nun:,n y»ay,wq,..,m nn arkney:anxa,.e•w•dvot =80083 n
lNliry Mup, W ,xn+nn lanes ; n a'k 1K W ne n.n+ W F,x. «b tr.!Fq'+nH.en Smn ain+Rr 1 ,WtiW 1 n W Rf.e . bu,M 4 N pxa IM xAx, ne r„w+d;4+n M xxn d 3e I•.,, pe;yx. .,: b,qi fywn of ns, lFamf.n w,c s,,.,
1xh+xtyI(..,I,mme,•, yakw,a,+n,e :41-0"'t.—,m wxagx;an n,s.,n.,p.>•a 'wieog l=:,w,rn:..:eht- >: a451
et Lucie 3494
roFier; e, t. 3a9a6 opynght
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WRCSUBL5 VM3 Valley 1 1
Roof - - ... -- — -- ---- -- .... --......_— --- — - Job_ Reference.(oft<ionai)_ At Tnisses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries,
ID:?sOQvilzBGko2hFpRYibzzzOpep-0zQtG7KEaj5Bd1
3-0-0
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 100 Lumber DOL 1.25
BCLL &0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
rs - MITek recommends that Slabihzeand requv-eed cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide REACTIONS. (
lb/size) 1 =
90/2-11-6 (min.0-1-8) 2 =
67/2-11-6 (min.0-1-8) 3 =
22/2-11-6 (min. 0-1-8) Max
Horz 1 =
46(LC 12) Max
Uplift 1 = -
22(LC 12) 2 = -
53(LC 12) Max
Grav 1 =
90(LC 1) 2 =
67(LC 1) 3 =
45(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
Gable requires continuous bottom chord bearing. 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 4) •
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. A0004041
17
13:41.21 2018 Pa gge 1 G
V_Qj76J G2ACtBOzfrb ly CSI.
DEFL, in (loc) I/defl L/d PLATES GRIP TC
0.12 Vert(LL) n/a n/a 999 MT20 244/190 BC
0.05 Vert(CT) n/a n/a 999 WB
0.00 Horz(CT) 0.00 2 n/a n/a Matrix-
P Weight: 8 lb FT = 10% 5)
Bearing at joint(s) 2 considers parallel to grain value using
ANSUTPI 1 angle to grain formula. Building designer
should verity capacity of bearing surface. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 1, 2. LOAD
CASE(S) Standard
YYIQJ
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M b»Ny.i Yt't +a^i roYtx ntkl.4n u
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Mt !
kapnd Afe l,RW re,q ,rMrm, Yt ga w ungt. ,¢k „IYYp trllkattwnn^.d Anthony
1, 80083
ll;.
P.E. M
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83 Nt+e¢sa .l,-,
4..kAj :t!
n.n.Ih Y a. rnl al., Mu:lt¢el¢-t, a/MntYAti.•: ^t,. w, Lot 4451
St. Lucie Blvd. N ,.,e M»Hh¢txhyl yleN qee» ,!»In¢.wne:m l n.MLn:a,r!a»„.n¢_; Yt 4 Mp Ge:wln',tsSnita [ylxn dk+kdNq. u.q,Ml,tel Y. s: Yt tt leNx¢b. r,c Fo
Pierre, FL 34946 py,igb 41 t t6 A I R¢¢I L¢tiut Ar.Ika¢y I. tu¢Ea ryl. Lf. teptodaninn ¢f Ihi,1¢mm¢¢t. ie ¢ep Inca: I p¢lipd¢d ri1R¢N the -Vt.pa missiart 1'.. A I f¢d 4¢,v¢s A¢Iq¢¢y l.lw6¢ III, P.f.
Job Truss Truss Type Qty Ply
WRCSUBL5 VM5 Valley 1 1
A0004042
Job R_eference..(qj?jt4nJ _...._-----
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8-120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu May 17 13:41:22 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-VA_FUTLsL1 E2EbkaCE8jlTXMJOjesZZPHgyRjgzFblx
LOADING (psf) SPACING- 2-0-0
I
I CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation qwde_
REACTIONS. (lb/size)
1 = 16414-11-6 (min.0-1-8)
3 = 16414-11-6 (min.0-1-8)
Max Horz
1 = 83(LC 12)
Max Uplift
1 = 41(LC 12)
3 = 75(LC 12)
Max Grav
1 = 164(LC 1)
3 = 164(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 10%
Carol /trio:aaw}>1t:.t.a.M'14A'IMSIS'.:l•.a:l(ili lilkSt.'.S .E4:f.M, h.,t1;Cu•97Q(p6kilY be. tnA ki*Ps.wr.:W W utetMMs'inv; Gt.ip pw:`GpNet IMM.: I qk . P(. tenntt iMn Sdx<nt 3ek:i aan+.0 vMrat l3G. tN.
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ue dM.' tkiwkJny:Ib e,w.sn .dkt Ct1
ke tnRw epn ktA:sky knye: okeW o-ul..M 4: WM w6w4s, Ilk W n fktln nd9t 13QW r1hH dh .e.t aWryaa4liy lWrt. t'uFr WkamllWlk M'tyr+MNd 8(ll d1
kt tMf, sue. W tWslfu to tw• ntn Se It WRe a^.t et^k+anda. kllq'tatrte sdm M.w+.0 trwwew nWSkl at a, ee tee peed ldM m.tdrn ke nwe,na...:Waa d:jtt•s„ae'..we... n, Oev!Wan W'n:t lkeAectnn :e+x 4451 St. Lucie 01A
dnr,e sWt11 e,r.M e:eptt/qpx 1,h dMh mel.el. :k Lni heagn.,uet : t;. MkAWllkt pvt rn. S,.ka.tq+em rim xdNl. t,ydl4,eek.. tnMwe n?sl POf. Terre, F'E 34946
pyrilAt'w' 204 A I Raul Irmhet A.th.ny I. tomb. Ill. P.E. R.ptodr'I's.0 Mt dow wol, i. nny It.m, n p .blbned.400t Iht --inn pe ww (tow A I la.) hom ANIA.ny I. I.mbn III.. P.I.
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC 2 BC (Typ)
0
4
ach Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
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0
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PL 341)4
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hBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL ( STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1'-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE 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
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - IOd COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR 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' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL/ GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS
UKAL
TRUSS
1-1 iTUO
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04 ,
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
e 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
llw DRAWING FOR UPLIFTS.
NOTE; THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24. O.CJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8'
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05
A-1 ROOF TRUSSES
44r! cr I I Inc QI vn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
A
A
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4" X 4.5") WOOD SCREWS
INTO EACH BASE TRUSS.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112
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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FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL STDTL06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4" X 3") WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TPI Isc
WIND DESIGN PER ASCE 7-98. ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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JULY 17, 2017
1 1 \V%. Q1L_ ./ V 11LLL 1 JL 1 "L 1
STDTL07
HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AW1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24' O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UN Cr VALLC T r MUOOCO MUO i DC
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
HTO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
pee
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pier nt Mflkd n , (,px"+Ke,t M+x ua q tr N+tasn •.,_o..{ :n .. ,. Deu}t'gmu n%l+t.IwNq M:.pa. a L :, »px:.pm d nr Oxl{aq i9 npwn%nre, at e: ktxl a VP.. F[at .•.^terse, FL 34446
FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL 1 STDTL08 '
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6' O.C.
VERT
STUD
SECTION B-8
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUDVBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) IOd NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A V/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
A Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
A BLOCKING WITH (5) - 10d NAILS
it DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B
3X4 =
v
24' MAX. --+-I
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED G' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240.
4) 8d NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
S. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10.10d AND 16d NAILS ARE 0131'X3A' AND 0131'X3.5' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONALIBRACE 1(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD 12" O.C. 3-8-10 5.6-11 6-6-11 11.1.13
2X4 SP 931 STUD 16" O.C. 3-3-10 4-9.12 6-6-11 9-10-15
2X4 SP #31 STUD 24" O.C. 2-8-6 3.11-3 5-4.12 8-1.2
2X4 SP A2 12' O.C. 3-10-15 5.6-11 6-6-11 11-8-14
2X4 SP u2 16" O.C. 3-6-11 4-9-12 6.6.11 10-8-0
2X4 SP #2 24" O.C. 3-14 3-11-3 1 6.2.9 9-3-13
u1AGL1NAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
2) - 10d
NAILS
TRUSSES 0 24. O.C.
2X6 DIAGONAL BRACE
SPACED 48. O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 1.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 I T
WITH 2XIBRACE ONLY
IL I STDTL09
40TES:
f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TI
ONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 .
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772-409-1010
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORDA NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL
N IBLS (0.1313)X 3 ) r
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) *12 X 3'
W000 SCREWS
0,216' DIAJ
USE METAL FRAMING -J L ATTACH TO VERTICAL L ATTACH TO VERTICAL L INSERT SCREW THROUGHANCHORTOATTACHWEBWITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTOTOBOTTOMCHORDNAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4' -
STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3)
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
BY OTHERS)
a
6RUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A•1R00FTRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
FORT PIERCE. FL 34946
772409-1010
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o.135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
0
p
J
131 75.9 69.5 60.3 59.0 51.1
in 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0
FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDTL12
6
41
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
OIA. SP OF HF SPF SPF-S
O
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
co 162 72 58 39 37 25
J
CD 128 54 42 28 27 19
z
Z
O
J
131 55 43 29 28 19
W
148 62 48 34 31 211
J N
Q M
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
148 57 44 31 28 20
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' OIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WINO DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WINO DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S]
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
MAY 15, 2018 I TYPICAL 2X2 NAILER ATTACHMENT I STDTL13
4,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 111
2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS
NEW 2X2 SP NO. 3 ATTACHED TO
OVERHANG WITH (0.13111X311) MIN. 3 NAILS
NOTES:
1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD AND PER NOS RECOMMENDATIONS.
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mlvde 1 wr!us ira,rva,aexaewr.ta+rsemw lle}laee.tnmt.t,:lNeoleaaASlKwltt:ml ;«e!belFy;Mrektrl wwNo11M1'@Inem.MN»moft 1 ul86083 nrMdlyPngmam:mema
tawt:;mlx he :lexelmrat Nh.kMtdaeF>Nm}:miltlr 4m+dkMnl.`rtleMullafN naiSElelFrambiwerpweoxi fti71M1 tM nM'xPma:sekltti!!A laa.Wut9a :=:r; 4,:pl:xnnde'n,1Mkt.:n.iec; 44SI St 'ucc Blvd. Ow. I.
vww gtte qm.-4h A,mher, "oi m a.. k„ et4—'*11 e, t." yPtt u.h!; htM+^rpNecttme Win ill z"m tee!!'et se c de-4x.P.. fort Pk:er;e, FL ;4446 Cspteilhf''' 791E4
IRlaltresses AeMa1 T. limbo Ill, P_f. Repes6pttloedAs 6tteekel noettech,mplohikmil Iriftio Ae-Iteti pmalssw We A 1Red Losses AeAapr I.TaeAa II' P.1,
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS STDTL 14 A..
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
4) 12d
MAX 3011(2'-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
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rtw e,:r MeM b e,wvr_ W wl ar a a,"1 ar r' KH*: wa.M i4 e.., kuP ta4'raF +e'1' M b.Mp f sib+ w I:..a ..rba .a7'ur' a w IaMx. Ax. Wpl..rr w: 9.41 S . Lui ie P1!vA.
Rni,pi L7oib AlPwf f r¢uy ApfAue, I. I¢cP¢IIl. P.E. PelreGun,en NtAlr dotemwl.ill¢.,farm,,a pieh Cnef +itheei ttie. xem¢c per. maf¢mAiRaof tre.n A¢rieer 1. f¢mpe Elf. P.f. E<r.' e, FL SJ956
EBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.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
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
11N
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE 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.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X SCAB (MINIMUM *2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6. O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
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15 lightyears, Inc 1
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.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`Srfith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
FORM R405.4.1-2017
Envelope Leakage Test Report wower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: Community: Lot:
Address: Unit:
City: State: ,L Zip: IZI -7
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.
ERFORMANCE 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 Calc (Performance) or R406-2017 (ERI):
7qX 60 _ cx Method for calculating building volume: CFM(
50) Building Volume ACH(50) O Retrieved from architectural plans PASS (
Mechanical Ventilation is not required) O Code software calculated PASS (
with Mechanical Ventilation) i'XField measured and calculated FAIL
R402.
4.1.2 Testing.Testing shall be conducted in accordance with ANSURESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing
shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489.
105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided
to the code official. Testing shall be performed at anytime after creation of all penetrations of the building thermal envelope. During
testing: 1.
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control
measures. 2.
Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3.
lnterior 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.
1-leating and cooling systems, if installed at the time of the test, shall be turned off. 6.
Supply and return registers, if installed at the time of the test, shall be fully open. Testing
Company Company
Name: 15 Lightyears, Inc Phone: (855)-438-1515 1
hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. Signature
of Tester: ,/ '"3r' ... Date of Test: Printed
Name of Tester: 1j License/
Certification #: 44E-D---4 Issuing Authority: RESNET
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
jurisdiction: Permit #:
job Information
Builder: Community: Lot:
Address: 1 U it:
City: State: if Zip: —7 -73
Duct Leakage Test Results
System 1
7Z cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? El YES (Q°') [:]NO,
2 P rformance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
c3i Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017
PASS FAIL
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (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: Date of Test: f 7z
Printed Name of Tester: 06 i4o(, e u,„ :s
License/Certification #: T Issuing Authority: RESNET
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Kyle Higgins
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
RFI # BHEDTG
Certification Date: November 11, 2018
Certification Expires: November 11, 2021 C
Tim Smith,
RESNET Quality Assurance Designee
15 1*ightyears
RESNET QA Provider # (1998-199)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
ocumented Construction Value:
Job Address: , oC 1 Historic District: Yes No
Parcel ID: ResidentiaQ Commercial L I
Type of Work: Newt Addition Alteration Repair Demo Change of UseEl Move Description
of Work: Plan
Review Contact Person: Kkall,i { p, Title: Phone: `
tU1-1SOOI Fax:O-t-3-38.3 Email: h1aCW'u., , 60yv\ Property
Owner Information Name
i• Phone: _0 k_ Street:
C._._ ,V 1) \
eACPv\(. '
C y,
a
C> Resident of property? : City,
State Zip: l Small Contrabtor
Information / / Name
4Rr t ..Aro- phone: `--t Q 3- 6 g - S ) C,< Street:
tS C?U Fax: goi-53 City,
State Zip:51a State License No.: O Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: — Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 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: 50' 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 tat work will
be done in compliance with all applicable laws regulating construction and ro g.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
a•
of Contractor/Agent
s Name
l
Signature of No ry-State ot Florida Date
CHERYL D AKERS
MY COMMISSION # FF998962
Fc EXPIRES June 05, 2020
40?) M.0159 FWn"NowrrSarAce.com
Contractor/Agent is __1c:fPersonally 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
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: j4'
Documented Construction Value: $M-r1 R' }
Job Address:, J l j t t - L Historic District: Yes NoEl
Parcel ID:
Residentigt Commercial
Type of Work: NewLT Addition Alteration Repair Demo Change of Use Move
Description of Work: t ;r t t` { n r-1, r` .;<- r f r i
Plan Review Contact Person:
Phone: Fax: Email:
t Property Owner Information
Title:
Name 1 II "1, i (ice s' Phone:
Street:
Resident of property? • %,(
City, State Zip:
NamContractor
Information e--' } I,. ..._ T. , Phone:
Street:
Fax:
C-7i City,
State Zip: , , r , t< t.... State License No,: Architect/
Engineer Information Name:
Phone:
Street:
Fax: _
City,
St, Zip: E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 pen -nit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application
A
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature of 0-nerrAgent pate
Print Owner,Agcnt's Namc
Signature of Notary -State of Florida pat,
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
S' gnaturc of C"'tractoriAgent pate
Prtlt (+ntractor/Agent's Name
rgj2gn8tt{of Note S pate
r Commission # GG 110622
Expires August 7, 20214'
FOf 00PAC ft4od rMJ author NNary sm",
Contractor/Agent i Personally Known to Me or
Produced ID kA—Vype of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building
Construction Type:
Total Sq Ft of Bldg:
Electrical Mechanical[] Plumbing Gas Roof
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30, 2015
Pewit Application
0
Parcel ID:
Type of Work:
Description of Work:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
1
Documented Construction Value: S 6 ' 4'
Historic District: Yes No
Residential Commercial
Addition Alteration Repair Demo Change of Use Move
lumbing New Residential Construction^
Plan Review Contact Person: Jamie Blackwell
Phone: 407-323-7515 Fax: 407-323-8954
Title: Clerical
Email: infotr,a-orlando.com
Property Owner Information
Name
Street: __-
City, State Zip:
Phone:
Resident of property? : rlo
Contractor Information
Name Advantage Plumbing, Inc. Phone: 407-323-7515
Street: PO Box 1117 Fax: 407-323-8954
City, State Zip: Sanford, FL 32772
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
State License No.: CF-CO57881
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
r
NOTICB: In addition to die 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 tocal 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
SignaturoofNoterySoftofflorida Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
Signature of ContrsctWAgent Data
A. Thomas Smith
Print ContrectodAgart's Name
Signs rcof otery-Statoof Pl c aQ-1-511 ttR
r
NOTARY PUBLIC STATE
OF FLORIDA Ce
ndt OG136M E
EmIms. SM112021 Contractor/
Agent is X Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min,
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING:
CObUtIENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes[] No WASTE
WATER BUILDING:
Revised:
June 30.201 S Permit Application
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Materials Testing - Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106
Client: Ryan Homes
4307 Vineland Road, Suite H2O
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Residential House Pad, Lot 112
Material: Fill
Reference Datum: 0 = Top of Fill
Hand Auger Borings:
Location of Auger Borings: Center of Pad
Was Building Pad Staked: Y
Depth of Watertable Below Grade: N/A
Borings Terminated 2 Feet into Native Ground? N
Number of Locations: 1. Depth of Each Boring: 7.00
t1
Were unsuitable soils encountered: N
Samples Obtained: N
UES Project No: 0110.1700732.0000
Workorder No: 9400458-1
Report Date: 09/14/2018
LIES Technician Sammie Edwards
Date Tested 09/07/2018
Type of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratorv: ASTM D1557 Modified Proctor
General Description of Soils Encountered:
0-7' Brown/White Sand
Laboratory Test Results:
Organic Content; N/A Moisture Content: N/A
Should Material be Removed: N/A
In -Place Density Test Report
The tests below meet the 95% minimum compaction requirement.
Test
No. Location of Test Range
Maximum
Density
pcf)
Optimum
Moisture
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
Pass
or
Fail
1 Northwest Corner of Pad 0-1 ft 102.7 10.8 104.0 6.3 101 Pass
2 Southwest Corner of Pad 1-2 ft 102.7 10.8 103.0 5.6 100 Pass
3 Southeast Corner of Pad 1-2 ft 102.7 10.8 106.0 3.9 103 Pass
4 Northeast Corner of Pad 1-2 ft 102.7 10.8 105.3 4.5 103 Pass
5 Center of Pad 2-3 ft 102.7 10.8 106.9 6.8 104 Pass
Remarks: At time of testing, footings were not excavated; all tests performed on pad.
3925 Crawley Down Loop
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
DESCRIPTION AS FURNISHED: Lot 112, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc. /
TRACT J
POND-0
S 4013'15 " W
58.12'
i
1) i
33.47' LOT 112 33.471111
I
4',
r
I ti
5.50' 30.0,
22.62'
I
b
FORMBOARD FOUNDATION g 1 h
TOP OF FORMS 31.00'
LOT 113 1 0 h e 1 N ti TRACT K
I
8.7'
22.62'
I
ro Ivi
I
5.50'
21.3'
I
25.20' 25.20'
10UT, EMT. I 355.
00_ - o------'
Y-- B.
B.) S 40°1315" W 58.
12' a
G
CRA
XLEY DO XIV LOOP 50'
PRIVATE R/W) PROPOSED -
FINSHED SPOT GRADE ELEVATIONS FRONT >• 25 PER
DPVNAGE PLANS PLOT PLAN AREA CALCULATIQNS REAR 20' PROPOSED
ORAWAGE FLOW 0 IMPERVIOUS COVERAGE - $2471 SQUARE FEET OR 33.6% SIDE 5' FOR 40' LOTS LL
LOT CONTAINS 6.6841 SQUARE FEET SIDE 7.5' FOR 50' LOTS L07GRADINGTYPEAPROPOSED
FINISH FLOOR PER PLANS 3I.0' Q QO
LIVING AREA CONTAINS 1,348t SQUARE FEET SIDE IO' FOR 75' LOTS CONC
CONTAINS 699* SQUARE FEET SIDE STREET - 25' CRUSEM
EYER—SCOTT do ASSOC., INC. — LAND SURVEYORS LCUM
5400
E. COLONAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 Notes
D •
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NML 6 YM 8s : o stnA.1.0R a DO SLOW IS MDAMD FOR M KLff MMM OF INDM ODFIM ro AND SH UO NOT K n0N NOR MY ANY ODRA 91 a
Mown S1aSD MR M LOCATION OF 91M0'romm MGN M SNMD Nor K Low M RFOMMICT 90LRaVD' LRRS fx
T. : [wi0[1i1 vAr &A • MY MFMMa 7 OVA14L ARE MMD ABSURD MW AM ON M LPN "W AS MM IMAKA (") 0
IN . MAOIFK a C1V1I IF NOW ARE 44M ON NATO" M"M %M Ia1L LNiW OF IKA LWLM 07WMgE NOTED. TLFT`
For
a
MWIrAW OF MMWAMN W 4W MINL" US :
cu°D C iLxx WALE 1- 1 • - 20 -. onAMn er. M •
FOIM1 OP CUIVAIIR![ ru
P.
T. : tANOEKr CERTIFIED 6rDUE OItOFA
Ro. xsc. u7cTN
PLOT
PLAN
05-09-2018 2927-18 CFORMSOARD F0UNOA77ON/
ELEY". 09-24-2018 6295-18 µ . DIM
KAMMe NORDI TM
MAAWO/
1FROPERTY DOES Ror LIE MTMW NA 1NE ESTABUSNED
100 YEAR FLOOD PLANE AS PER 'MM' X. US R.L. . / 4114 ZONE 'x'
MAP 112117C000OF (09-28-07) SCOTT. R.
LS 1 41101