HomeMy WebLinkAbout3782 Saltmarsh Lp 17-2314COUNTY OF SEMINOLE &51 7 0IMPACTFEESTATEMENT
STATEMENT NUMBER: 17100006 DATE: September 06, 2017 '
0
BUILDING APPLICATION #: 17-10000641BUILDINGPERMITNUMBER: 17-10000641
UNIT ADDRESS: SALTMARSH LP 3782 17-20-31-502-0000-0130
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: BRISSON INVESTMENTS LLCADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801
LAND USE: SFR DETACHED
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3782 SALTMARSH LP / LOT 13 SFR
WYNDAM PRESERVE
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ART ERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/ASingleFamilyHousing .00 1.000 dwl unit .00FIRERESCUEN/A
LIBRARY CO -WIDE ORD .00
Single Family Housing 54.00 1.000 dwl unit 54.00SCHOOLSCO -WIDE ORD
PARKSSingle Family Houusing 5,000.00 1.000 dwl unit 5,000.00
LAW ENFORCE N/A .00
DRAINAGE N/A .00
AMOUNT DUE 5,759.00
STATEMENT 0G0RECEIVEDBY: 't SIGNATURE:
PLEASE PRINT NAME)
DATE: q 1 2S (7i
NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYREESULTINYOURLIABILITYFORTHEFEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 12-FINANCE 4-LAND MANAGEMENT 5
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIREHRESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW
COPIES OF RULESEGOVERNNI SAPPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
ISSUEDSWITHIN 660CALENDAR DAYS OVALTHEIRECEIVINGISIGNATURREDATE ABOVE DETAIL
OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
GRANT MALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT 6 COMPTROLLER
OK 8994 F's 520 (1P9s)
CLERK'S : 2017096156
RECORDED 09/25/2017 12:50:52 PM
RECOIN'DING FEES $10.00
RECORDED BY ,ierkenro
THIS INSTRUMENT PREPARED BY:
Name: Michelle Brana
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
NOTICE OF COMMENCEMENT
Permit Number. / 7- 9 3I T
Parcel ID Number:.42 2-0 — 21 ^ J9 - O —0/ O
r
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. DESCgIPT)ON OF PROPE rr (L 1 descriptioyyp f the property and reel ddress if availa le)
d or /3 Gr/yr c rors f''PSPr 2 A 600iG / /f Q9eS 93 -/ a'-
7
2. GENERAL DESCRIPTION OF IMPROVEMENT: 77,
Construction of a new single family residence
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Park Square Enterprises LLC 5200 Vineland Road Suite 200 Orlando, Florida 32811
Interest in property: Fee Simple
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A
Address: N/A Amount of Bond: N/A
6. LENDER: Name: %i -Tim
AA__
Phone Number:
Address: 5v Ci p' h4 7J' %- y
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: Phone Number:
Address:
8. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Vishaal Gupta, Executive Vice -President
pnalure of Owner or Leases, or OwWs OF Lessee's (Print Name and Provide Signatory's T10e/01ece)
Au awdZed OMeer/D redn 40or/
Pariner/
Manage State
of r County of The
foregoing I strument was ackn edged bef¢ojame this day of 741V? A`c .$ by /
Who Is p rsonally known to me ®'OR Name
ofperson maw latement who
has produced identification O type of Identification produced: r,
ARUNA A`.
BgLq GOEL A. MY COMMISSION #FF154106 EXPIRESDecember14, 201a 4oiOf7FIfidaNtoService.eom CERTIFIED
COPY GRANT MALOY CLERK
OF THE CIRCUIT COURT , •%'` AND
COMPTROLLER SEMINOLE
COUNTY, FLORIDA BY
DEPUTY CLERK Date
SEP
2 9 2011'
P)
CITY OF SANFORD
v BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / 7 3 /
r
Documented Construction Value: $ Zlos?-(•'
Job Address: 3782 Saltmarsh Loop, Sanford 32771 (Lot 13) Historic District: Yes No
Parcel ID: Parent 17203150100000010 Residential ® Commercial
Type of Work: New Z Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of new single family residence
Plan Review Contact Person: Michelle Parkison Title: Permitting Manager
Phone: 407-529-3135 Fax: Email: mparkison -parksguarehomes.com
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
Property Owner Information
Phone: 407-529-3000
Resident of property? : No
Contractor Information
Name Park Square Homes/ Vishaal GuptaJ
Street: 5200 Vineland Rd Suite 200
Phone: 407-529-3000
Fax: 407-529-3001
City, State Zip: Orlando, FL 32811 State License No.: CRC1330351
Arch. / MJS Home Designs
Architect/Engineer Information
Arch. 407-629-6711
Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606
Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789
Street: Eng./ PO Box 530783, Debary FL 32753 Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address. Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 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 ofthat date: 5i° Edition (2014) Florida Building Code
13 IqoRevised: June 30,2015 y. C7 Permit Application y I
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Produced ID Type of ID
I ZQ Auo?laltl
Signature ofContractor/A nt Date
Print Contractor/Agent' e
Sighatit ofNotary -State of Florid
NJ..y. MICHELLEPARKISON
MY COMMISSION p FF 063452
EXPIRES: October 30, 20W
Bonded Thru Notery Public Underwriters
Contractor/Agent is ersonally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building & Electrical 5? Mechanical EF Plumbing x Gas[-] Roof
Construction Type: 1(i3 Occupancy Use: Q; Flood Zone: K—SCL-
3q-4) A-rToc ACD
Total Sq Ft of Bldg: 2S'Z(o Min. Occupancy Load: # of Stories: Z
i
New Construction: Electric - # of Amps 50 Plumbing - # of Fixtures Iq
Fire Sprinkler Permit: Yes[] No [W # of Heads
APPROVALS: ZONING li UTILITIES:
COMMENTS:
ENGINEERING: MZ %A'IP1lFIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 41. 3'Jo rnf.
n& Tribeca 8, &9 -
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: V *,)4-11
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
r BUILDING & FIRE PREVENTION
PERMIT APPLICATION
a35.1•,`. , Application No: / /
Documented Construction Value: $ 126,502.00
Job Address: 3782 $altmarsh Loop, Sanford 32771 (Lot 13) Historic District: Yes No
Parcel ID: Parent 17203150100000010 Residential® Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use[] Move
Description of work: Construction of new single family residence
Plan Review Contact Person: Michelle Parkison Title: Permitting Manager
Phone:407-529-3135 Fax: Email: mparkison parksouarehomes.com
Property Owner Information
Name Park Square Enterprises LLC Phone: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Resident of property? :
City, State Zip: Orlando, FL 32811
Contractor Information
Name Park Square Homes/ Vishaal Gupta
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
No
Phone: 407-529-3000
Fax: 407-529-3001
State License No.: CRC1330351
Arch. / MJS Home Designs
Architect/Engineer Information
Arch. 407-629-6711
Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606
Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789
Street: Eng./ PO Box 530783, Debary FL 32753 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
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: 516 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.
signature
Pnnt Owner/Agent's Name
Owner/Agent is
Produced ID Type of ID Produced ID
V
Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: 9'Z -/7 WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
fA Revision
Response
to Comments 13 City
of Sanford Building &
Fire Prevention Division Ph:
407.688.5150 Fax: 407.688.5152 Email:
building@sanfordfl.gov Permit #
17-2314 Submittal Date September 18, 2017 Project
Address: 3782 Loon Lane, Sanford Contact:
Michelle Parkison Ph:
407/529-3135 Fax: Email:
mparkison@parksquarehomes.com Trades
encompassed in revision: Building
Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
Engineering
Fire
Prevention Building
General
description of revision: Revised
Trusses 8 Product Approvals Plumbing
Riser Diagrams Enlarge
HVAC Duct Layout ROUTING
INFORMATION Approvals
W
4•si• 17
C,=+ 13
CITY OF
SANFORD
FIRE OEPARTMENT
PLAN REVIEW COMMENTS
Building & Fire Prevention Division
Application Number: 17-2314 Date: 09/05/2017
Project Description: New SFR Contact Name: Michelle Parkison
Job Address: 3782 Saltmarsh Loop Contact Email: moarkison(a)parksguarehomes.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in -letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected plan sheets and/or
supplemental in%rmation as requested: Permit submittals will tool be accepted withoul two copies.
COMMENTS:
1. The A/C condenser location as shown on the plans (side of house) is not located as shown on the approved plot plan (in the rear of
the house). All applicable plan pages that show the A/C condenser location must be revised to show the correct location of the A/C
condenser as well as the electric page showing the disconnect and service receptacle.
FBC 107
2. The incorrect code (2004) is referenced on Sheet 7 of the plans. Please revise — the current code is the 2014 version.
FBC 107
3. The laundry tub is not shown on the plumbing riser. Also a 2"d LAV is shown on the riser for Bath #2 while the plans only show 1
LAV. Please revise the riser and submit two (2) copies.
FBC 107
4. Trusses A6T and A4T do not have truss tails on one end, however the truss framing page of the plans show truss tails. Please show
the correct truss design on the truss framing page and reference the scab detail that is applicable to these trusses.
FBC 107
5. The HVAC Duct layout is extremely too small and cannot be accurately read. Please submit two (2) copies of a HVAC duct layout
that is at least on legal size paper.
FBC 107
6. The Product Approval package contains many errors. Please submit two (2) copies of a correct Product'Approval package that is
site specific to the house being built, addressing the following errors:
The swinging door (front door) is listed as FL# 8871.3 on the Product Approval Sheet however FL# 8871.5 was submitted
for review. The number on the Product Approval sheet should match what is actually submitted.
The sliding door includes two different products for review FL# 15332.4 and FL#15332.5. There is only 1 sliding door
installed on the house. Only the specific door should be submitted for review.
The single hung window submittal only includes flange style installation, which'is for masonry installations. Typically a fin
style window is installed on the 214 floor wood frame construction. Please submit the product approval for the 21 floor
single hung windows and include the FL# on the Specification Sheet.
There are 3 types of Horizontal Slider windows submitted. There are no slider windows installed on the house. Only
specific products to the house being built should be submitted.
The fixed windows include fin style installation for wood frame construction, however there are fixed windows being
installed on the I floor masonry construction. Please submit fixed windows approved for masonry installation and include
the FL# on the specification sheet.
A "Zip System" for wall and roof sheathing has been included in the product approval package, however the plans do not
address this type of structural system. Either the plans need to address this specific system or it should not be included in the
product approval package.
Any error or omission in this plan review shall not be construed to grant approval ofany violation of any of the adopted codes or municipal
ordinances ofthis 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
r
1877--f
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Michelle Parkison Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com
Property Address: 3782 Saltmarsh Loop
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0130
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
E 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)
E,"CA O
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: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 17-2314
Reviewed by: Michael Cash, CFM Date: August 9, 2017
i Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & 9 9 Y
FtiO77- Landscaping in Right-%o Way
www.san1ordfl.9ev Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the wa.ee.ertibNo L
size and location of the existing right—of-way and use shall be provided or application could be delayed. C811hefaeyosay
Project Location/Address: 3782 Saltmarsh Loop, Sanford FL 32771 (lot 13)
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 driveway for new single family residence
This application is submitted by:
Property Owner 1- I _ . a
Signature: unlix
Address: 5200 Vineland Rd
Phone: (407) 529-3135
Print Name: Vishaal Gupta
FL 32811
Fax: V Email: mparkison@parksquamhomes can Date: 06/26/2017
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, storowater 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 nghl-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, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read nilgundrstand he a ve statement and by signing this application I agree to its terms.
Signature Date: 7
Thi(yeirn i shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Official Use Only
Fee: Date:
Utilities
Approved:
Engineering CAI===
Site Inspected by:
Special Permit Conditions:
Date:
Date:
Date:
M `
Date -
November 2015 ROW Use Driveway pdr
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 117
I hereby name and appoint:
an agent of:
of Company)
F
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 ermit and application for work located at:
Address)
Expiration Date for This Limited Power of Attorney: a 71 e 7
License Holder Name: V, 5
State Licens
Signature of
STATE OF
COUNTY C
The fo
20d_7
tomer
identification and who did (did not) take an oa
Notary Seal)
Yti••. MICHELLE PARKISON
R MY COMMISSION # FF 063452
EXPIRES: October 30. 2017
Bondod Thru Notary Publk Underwrltors
Rev. 08.12)
Sign&ure
Print or type name
Notary Public - State of F Oc:dy—
Commission No. FV Ota 3y51Q
My Commission Expires: to • Zc aor7
as
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
Permit # 17-2314
Address: 3782 Saltmarsh Loot)
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
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
ELECTRICAL ERMIT IT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
UMiBIING ERM I
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
EC«IIANII CAL PE RM IT I 1 .; !
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
FORM R405-2014
RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Loll 3WyndhamPreservel986TribecaBGR
Street: 3782 Saltmarsh Loop
City, State, Zip: Sanford , FL , 32771
Owner:
Design Location: FL, Sanford
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 above grade (ft')
Conditioned floor area below grade (W)
7. Windows(205.0 sqft.) Description
a. U-Factor. Dbl, U=0.32
SHGC- SHGC=0.29
b. U-Factor. Dbl, U=0.52
SHGC: SHGC=0.32
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types (1986.0 sqft.)
a. Slab -On -Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
Glass/Floor Area: 0.103
Builder Name: PARK SQUARE HOMES 9v1LD1NC®
Permit Office: # 1 7- 2 3 1 4
Permit Numbe . SANFORD
Jurisdiction: 69400 Cr
County::. Seminole (Florida Climate Zone 2 ) 0'_ , _ &F
New (From Plans) 9. Wall Types (2665.7 sqft.) Insulation Area
Single-family a. Frame - Wood, Exterior R=11 0 1359.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft'
1 c. Frame - Wood, Adjacent R=11.0 256.67 ft'
4 d. N/A R= ft2
10. Ceiling Types (1202.0 sqft.) Insulation Area
No a. Under Attic (Vented) R=30.0 1202.00 ft'
1986 b. N/A R= ft'
0 c. N/A R= ft'
11. Ducts R ft'
Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2
141.00 ft'
64.00 ft' 12. Cooling systems kBtu/hr Efficiency
a Central Unit 34.8 SEER:16.00
ft'
13. Heating systems kBtu/hr Efficiency
ft' a. Electric Heat Pump 34.8 HSPF:9.00
3.602 ft.
0.299 14. Hot water systems
a. Electric Cap: 50 gallonsInsulationAreaEF:0.940
R=0.0 927.00 ft' b. Conservation features
R=11.0 784.00 ft' None
R= 275.00 ft' 15. Credits Pstat
Total Proposed Modified Loads: 60.44 PASSTotalBaselineLoads: 65.10
yered by
efgy
Review of the plans and
specifications covered by tl
calculation indicates compl
with the Florida Energy Coi
Before construction is com
this building will be inspect
compliance with Section 5!
Florida Statutes.
BUILDING OFFICIAL:
DATE: a' x -1 1
ifacturer that the air handler enclosure qualifies as
Checklist in accordance with R402.4.1.1 and an envelope leakage
2014 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2014
PROJECT
Title: Lotl 3WyndhamPreservel986 Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 1986 Lot # 13
Owner: Total Stories: 2 Block/SubDivision: WyndhamPreserve
of Units: 1 Worst Case: No PlatBook:
Builder Name: PARK SQUARE HOMES Rotate Angle: 0 Street: 3782 Saltmarsh Loop
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL, 32771
New/Existing: New (From Plans)
Comment:
CLIMATE
V IECC Design Temp Int Design Temp Heating Design Daily Yemp
Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL_ORLANDO SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1986 18072.6
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 927 8435.7 Yes 5 4 1 Yes Yes Yes
2 2nd Floor 1059 9636.9 No 0 0 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor 100 fN 11 0.31 0 0.69
2 Floor over Garage 2nd Floor — __ 175 fN 11 0 0 1
3Slab-On-Grade Edge Insulatio 1sl Floor 112.5 R 0 927 ft' 0.37 0 0.63
4 Floor Over Other Space 2nd Floor — — 784 f 2 11 0.25 0 0.75
ROOF
V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1344 f' 0 ft' Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1202 fN N N
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 2nd Floor 30 Batt 1202 ft' 0.11 Wood
WALLS
Adjacent Space Cavity Width Height Sheathing Framing Solar Below
1 S Exterior Frame - Wood 2nd Floor 11 46 6 9 0 418.5 ft' 0 0.23 0.6 0
2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 41 0 9 4 382.7 ft' 0 0 0.6 0
3 E Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft' 0 0.23 0.6 0
4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0
5 N Exterior Frame - Wood 2nd Floor 11 46 6 9 0 418.5 W 0 0.23 0.6 0
6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 32 6 9 4 303.3 W 0 0 0.6 0
7 W Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 W 0 0.23 .0.6 0
8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 29 0 9 4 270.7 W 0 0 0.6 0
9 - Garage Frame - Wood 1 sl Floor 11 27 6 9 4 256.7 ft' 0 0.23 0.01 0
DOORS
Oml Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor None 25 3 8 24 ft'
2 Wood 1st Floor None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 S 1 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft' 1 ft 0 in 0 ft10 in Drapes/blinds Exterior 5 2
S 1 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft' 1 ft 0 in 0 ft10 in Drapes/blinds Exterior 5 3 S
2 Vinyl Low-E Double Yes 0.32 029 8.0 ft' 1 ft 0 in 2 ft 10 in Drapes/blinds Exterior 5 4 S
2 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft' 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5 5 E
3 Vinyl low-E Double Yes 0.32 0.29 12.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 6 E
3 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 7 E
4 Vinyl low-E Double Yes 0.32 0.29 4.0 ft' 6 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 8 N
5 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 9 N
5 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 10 W
7 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 11 W
8 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft' 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5 12 W
8 Vinyl Low-E Double Yes 0.52 0.32 64.0 ft' 9 ft 0 in 0 ft 4 in Drapes/blinds Exterior 5 6/14/
2017 9:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 394 W 394 ft' 61 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000289 1506 82.68 155.49 .2598 5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:9 34.8 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 16 34.8 kBtu/hr cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
v # Supply --
Location R-Value Area
Return— Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 397.2 ft Attic 99.3 ft' Default Leakage 2nd Floor (Default) (Default) 1 1
6/14/2017 9:52 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
Heatin Jan
Feb
Feb
Mar
Mar
AprP
A r
MaMayY Jun
Jun
Jul
Jul Au9Au
SeP
Sep
Oct
Oct
Nov
Nov
Dec
DecVentingJanFebMarAprMayJunJulAugSepOctNovDec
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
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
3782 Saltmarsh Loop, Sanford, FL, 32771
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1359.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1202.00 ft'
6. Conditioned floor area (ft') 1986 b. N/A R= ft'
7. Windows" Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0.32 141.00 ft' 11 Ducts
a. Sup: Attic, Ret: Attic, AH: 2nd Floor
R ft2
6 397.2
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.52 64.00 ft'
SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft' a. Central Unit 34.8 SEER:16.00
SHGC:
d. U-Factor: N/A ft'
13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 34.8 HSPF:9.00
Area Weighted Average Overhang Depth: 3.602 ft.
Area Weighted Average SHGC: 0.299
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 927.00 ft' a. Electric
EF: 0.94
b. Floor Over Other Space R=11.0 784.00 ft'
c. other (see details) R= 275.00 ft' b Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: g4,14a, Date: 06/14/17
Address of New Home: 3782 Saltmarsh Loop, Sanford City/FL Zip: 32771
cal
WE
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
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3 Manual S Compliance Report Job: Lotl3WyndhamPreserve... DEL --AIR Date: 05.23.17
wm*amommm Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 COOISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665
Project Information
For: PARK SQUARE HOMES, Lotl3WyndhamPreserve1986TribecaBGR
3782 Saltmarsh Loop, Sanford, FL 32771
Design Conditions
Outdoor design DB: 93.0°F Sensible gain: 26535 Btuh Entering coil DB: 75.9'F
Outdoor design WB: 75.2°F Latent gain: 4191 Btuh Entering coil WB: 63.0°F
Indoor design DB: 75.0"F Total gain: 30726 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Trane Model: 4TWR6036H1+TEM6AOC36H31++TDR
Actual airflow: 1160 cfm
Sensible capacity: 26901 Btuh 101% of load
Latent capacity: 5389 Btuh 129% of load
Total capacity: 32290 Btuh 105% of load SHR: 83%
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 24862 Btuh Entering coil DB: 69.7°F
Indoor design OB: 70.0°F
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Trane Model: 4TWR6036H1+TEM6AOC36H31++TDR
Actual airflow: 1160 cfm
Output capacity: 31364 Btuh 126% of load Capacity balance: 33 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 11.6 kW 159% of load Temp. rise: 50 OF
Meets are all requirements of ACCA Manual S.
2017-Jun-14 09 39:42weightSOWRight-Suae® Universal 2017 17.0.16 RSU24020 Page 1
1v4T1...ibecaSGR%Lotl3WyndhamPreserve1986TribecaSGR.nip Cale = MJ8 House laces: E
Component Constructions
LOW-
AIR•
Entire House
DEL AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
For: PARK SQUARE HOMES, Lotl3WyndhamPreservel986TribecaBGR
3782 Saltmarsh Loop, Sanford, FL 32771
Location:
Orlando Sanford, FL, US
Elevation: 56 ft
Latitude: 290N
Outdoor: Heating
Dry bulb (OF) 41
Daily range (OF) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Cooling Moisture difference (gNlb)
93 Infiltration:
17 (M) Method
75 Construction quality7.5 Fireplaces
Job: Lotl3ftndhamPreserve...
Date: 05.23.17
By: BENTLEY
Heating Cooling
70 75
29 18
30 50
2.5 38.7
Simplified
Average
0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
R 8tuhAN-'F M--FAituh BUMP 81uh BWhAV 81uh
Walls
12B-Osw: Frm wall, stucco e)l, r-11 cav ins, 1/2" gypsum board int
fnsh, 2"A" wood frm, 16" o.c. stud
13A-2ocs: Blk wall, stucco exl, r-2 e)d bd ins, 8" thk, 1/2" gypsum
board int fnsh
16B-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2"
gypsum board int fish
Partitions
12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"z4"
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap,
118" thk; NFRC rated (SHGC=0.29); 1 ft overhang (2 ft window ht, 0.87
ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap,
118" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 0.87
ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap,
1/8" thk; NFRC rated (SHGC=0.29); 6.3 it overhang (2 ft window ht,
0.17 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap,
1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (2 ft window ht, 2.87
ft sep.); 6.67 ft head ht
n 400 0.097 11.0 2.82 1128 2.78 1110
e 234 0.097 11.0 2.82 661 2.78 650
s 400 0.097 11.0 2.82 1128 2.78 1110
w 227 0.097 11.0 2.82 641 2.78 631
all 1260 0.097 11.0 2.82 3557 2.78 3502
n 302 0.201 0 5.85 1768 4.41 1334
e 65 0.201 0 5.85 380 4.41 287
s 369 0.201 0 5.85 2160 4.41 1629
w 176 0.201 0 5.85 1028 4.41 775
all 912 0.201 0 5.85 5336 4.41 4025
n 35 0.032 30.0 0.93 32 1.75 61
238 0.097 11.0 2.82 671 1.77 421
n 4 0.320 0 9.31 37 11.8 47
e 12 0.320 0 9.31 112 33.6 403
s 4 0.320 0 9.31 37 11.8 47
w 4 0.320 0 9.31 37 33.6 134
all 24 0.320 0 9.31 223 26.3 632
n 15 0.320 0 9.31 140 11.8 177
e 15 0.320 0 9.31 140 33.6 504
s 15 0.320 0 9.31 140 12.0 179
w 30 0.320 0 9.31 279 33.6 1008
all 75 0.320 0 9.31 698 24.9 1869
e 4 0.320 0 9.31 37 11.8 47
s 8 0.320 0 9.31 74 11.8 95
2017-Jun-14 09 39:42
AAAWrightSOfte Right -Suite® Universal 2017 17.0A6 RSU24020 Page 1
ibecaBGRlLotl3WyndhamPreserve1986TribecaSGR.rup Cale = MJ8 House faces: E
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 114" gap, s 4 0.320 0 9.31 37 13.4 53
1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (2 ft window ht,
11.27 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk firm mat, clr low-e innr, w 64 0.520 0 15.1 968 18.6 1193
1/4' gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft
window ht, 0.33 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 114" gap, w 30 0.320 0 9.31 279 33.6 1008
1/8" lhk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht,
11.27 ft sep.); 6.67 ft head ht
Doors
11JO: Door, mil fbrgl type a 24 0.600 6.3 17.5 419 18.6 447
11 DO: Door, wd sc type in 18 0.390 0 11.3 203 12.1 216
Ceilings
1613-30ad. Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1203 0.032 30.0 0.93 1120 1.75 2099
gypsum board int fnsh
Floors
20P-13c: Fir floor, firm fir, 6" thkns, carpet fir fish, r-13 cav ins, amb 100 0.068 13.0 1.98 198 0.99 99
ovr
20P-13c: Fir floor, firm fir, 6" thkns, carpet fir fish, r-13 cav ins, gar ovr 175 0.068 13.0 1.98 346 0.99 173
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fish 113 0.989 0 28.8 3238 0 0
2017-Jun-14 09:39:42wrightSoft• Right -Suite® Universal 2017 17.0.16 RSU24020 Page 2AC+C -...ibecaBGR%Lot13VVyndhamPreserve1966TribecaSGR.rup Calc = MJ6 House faces: E
Project Summary Job: Lotl3WyndhamPresefve... DEL --AIR Date: 6.23.17
AM CON01IT110111111111 Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665
For: PARK SQUARE HOMES, Lot13WyndhamPreserve1986TribecaBGR
3782 Saltmarsh Loop, Sanford, FL 32771
Notes: RVSD 06.01.17 JB
LS 6/13/17 JH
LS 6/14/17 JH
Design Information
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 29 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 22412 Btuh Structure 22937 Btuh
Ducts 2450 Btuh Ducts 3597 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 24862 Btuh Use manufacturer's data y
Ratelswingg multiplier 1.00
Infiltration Equipment sensible load 26535 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 3127 Btuh
Ducts 1064 Btuh
Central vent (0 cfm) 0 Btuh
Heatingg Coolingg none)
Area (ft' 1986 1986 Equipment latent load 4191 Btuh
Volume (fN) 18683 18683
Air changes/hour 0.50 0.26 Equipment total load 30726 Btuh
Equiv. AVF (cfm) 156 81 Req. total capacity at 0.75 SHR 2.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Trane Make Trane
Trade TRANE Trade TRANE
Model 4TWR6036H1 Cond 4TWR6036H1
AHRI ref 7562981 Coil TEM6AOC36H31++TDR
AHRI ref 7562981
Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER
Heating input Sensible cooling 26100 Btuh
Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh
Temperature rise 26 OF Total cooling 34800 Btuh
Actual air flow 1160 cfm Actual air flow 1160 cfm
Air flow factor 0.047 cfm/Btuh Air flow factor 0.044 cfm/Btuh
Static pressure 0.37 in H2O Static pressure 0.37 in H2O
Space thermostat Load sensible heat ratio 0.86
Capacity balance point = 33 OF
Backup:
Input = 12 kW, Output = 39441 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghttS - Right -Suite® Universal 2017 17.0.16 RSU24020
2017-Jun 14 0
Page 1
dmeaSGRlLotl3WyndhamPreservelg86TdbecaSGR.rup Cate = MJ8 House faces E
1iDEL--AIR Right-l® Worksheet
awca.r•miam Entire House
DEL AIR HEATING S AIR
ING
531 CODISCO WAY, SANFORD, FL 32711 PhND40oN665
Job: Lotl3WyndhamPieserve198...
Date: 05.23.17
By: BENTLEY
1 Room name Entire House DINING
2 Exposed wall 263.5 ft 22.5 ft
3 Room height 9.1 ft 9.3 It heat/cool
4 Roam dimensions 125 x 10.0 ft
5 Room area 2045.0 ft' 125.0 ft'
Ty Construction LI-value Or HTM Area (ftj Load Area (ftj load
number BtuWfti'F) Btuhlftl or penmeta (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 128-0sw - 0.097 n 282 278 419 400 1128 1110 0 0 0 U
2A-2ov 0.320 n 9.31 11.82 4 0 37 47 0 0 0 0
t{-
G
2A-2ov 0.320 n 9.31 11.82 15 0 140 177 0 0 0 0
W 13A-20cs 0.201 n 5.85 4.41 302 302 1768 1334 93 93 544 410
11 W 1613-30ad 0.032 n 0.93 1.75 35 35 32 61 0 0 0 0
qJ 12B-0sw 0.097 a 282 278 261 234 661 650 0 0 0 0
2A-20v 0.320 a 9.31 33.61 12 0 112 403 0 0 0 0
t-GG 2A-2ov 0.320 a 9,31 33.61 15 0 140 504 0 0 0 0
13A-2ocs 0.201 a 5.85 4.41 93 65 380 287 0 0 0 0
2A-2ov 0.320 a 131 11.82 4 4 37 47 0 0 0 0
111.10 0.600 a 17.46 18.63 24 24 419 447 0 0 0 0
qJ 12B-0sw 0.097 s 282 278 419 400 1128 1110 0 0 0 0
2A-2ov 0.320 s 9.31 11.82 4 4 37 47 0 0 0 0
2A-2ov _ 0.320 s 9,31 11,91 15 14 140 179 0 0 0 0
6 13A-2ocs Q201 s 5.85 4.41 381 369 2160 1629 0 0 0 0
2A-2ov 0.320 s 9.31 11.82 8 8 74 95 0 0 0 0
2A-2ov 0.320 9.31 13.35 4 0 37 53 0 0 0 0
QJ 12B-0sw 0.097
s
w 282 278 261 227 641 631 0 0 0 0
2A-2ov 0.320 w 9.31 33.61 30 0 279 1008 0 0 0 0
l:__ GG 2fv 0.320 w 9.31 33.61 4 0 37 134 0 0_ 0 0
13A-2ocs 0.201 w 5.85 4.41 270 176 1028 775 116 52 306 231
2A-2amd 0.520 w 15.13 18.64 64 57 968 1193 64 57 968 119322A-2ov 0.320 w 9.31 33.61 30 0 279 1008 0 0 0 0
q 12B-0sw 0.097 282 1.77 256 238 671 421 0 0 0 0
0 1100 0.390 n 11.35 Mill 18. 18 203 216 0 0 0 0
C 16B-30ad -__ 0.032 0.93 1.75 1203 1203 1120 2099 0 0 0 0
F 20P-13o 0068 198 Q99 100 100 198 99 0 0 0 0
F 20P-13o _ 0.068 1.98 0.99 175 175 346 173 0 0 0 0
F 22Azpl 0.989 28.78 0.00 928 113 3238 0 125 23 648 0
6 c) AED excursion 1847 1377
Envelope loss/gain 17438 17788 2466 3211
12 a) Infiltration 4974 1600 427 137
b) Room ventilation 0 0 0 0
13 Intemal gains. Occupants ® 230 5 1150 0 0
Appliances/other 2400 0
Subtotal pines 6 to 13) 22412 22937 2892 3348
Less external bed 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22412 22937 2892 3348
15 Duct bads 11% 16%1 24M 3597 5% 50/0 145 167
Totalmom load 24862 26535 3037 3515
Air required (dm) 1160 1160 142 154
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ryr19h0- 2017-Jun-14 09:39:42
Right -Suite® Universal 2017 17.0.16 RSU24020 Page 1
ibecaSGRlLotl3"ndhamPreservel986TribecoBGR.rup Calc = MJ8 House feces: E
PDEL--AIR Right-J® Worksheet Job: Lot13"ndhamPr9serve198...
ccnm"oxxmrrornor.os Entire House Date: 05.23.17
DEL AIR HEATING & AIR
By: BENTLEY
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name KITCHEN GATHERING
2 Exposed wall 43.5 ft 425 ft
3 Room height 9.3 ft heat/cod 9.3 ft heat/cod
4
5
Raam dimensions
Room area
1.0 x 471.5 ft
471.5 ft'
16.5 x 18.0 ft
297.0 ft'
Ty Construction U-value Or HTM Area (ftj Load Area (W) Load
number Stuh R-F) etutol or perimeter (ft) Stuh) or permeter (ft) Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 J 12B-0sw 0.097 n 2.82 278 0 0 0 0 0 0 0 0
2A-20v 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0GC2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0
W 13A-20cs 0.201 n 5.85 4.41 135 135 789 595 74 74 435 328
11 W 168-30ad 0.032 n 0.93 1.75 0 0 0 0 0_ 0 0 0
yJ 12B-0sw 0.007 a 282 278 0 0 0 0 0 0 0 0
2A-2w 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
t{---GG 2A-20v 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
yJ
p
13A-200s 0.201 a 5.85 4,41 56 32 186 140 0 0 0 0
2A-2w 0.320 e 931 11.82 0 0 0 0 0 0 0 0
11J0 0.600 a 17.46 1&63 24 24 419 447 0 0 0 0
1tJ 12B-0sw 0.097 s 282 278 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
r{;G 2A-2ov 0.320 s 9 .31 11,96 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.85 4.41 214 202 1181 891 167 167 979 739
2A-2ov 0.320 s 31 11.82 8 8 74 95 0 0 0 0
2A-20v 0.320 s 9.31 13.35 4 0 37 53 0 0 0 0
1QJ 128-0sw 0.097 w 282 278 0 0 0 0 0 0- 0 0
2A-2ov 0.320 w 131 33.61 0 0 0 0 0 0 0 0
2B-2fv 0.320 w 131 33.61 0 0 0 0 0 0 0_ 0
pJ 13A-2ocs 0.201 w 85 4.41 0 0 0 0 153 123 722 545
2A-2omd 0.5m w 15.13 18.64 0 0 0 0 0 0 0 0
2A-20v _ -- _ 0.320 w . 9.31 33.61 0 0- o 0 30 0 279 1008
q 12B-0sw 0.007 282 1.77 177 159 448 281 0 0 0 0
D 11Do 0.390 n 11.35 1211 18 18 203 216 0 0 0 0
C 168-30ad 0.032 Q93 1.75 51 51 47 89 0 0 0 0
F 20P-13c 0 066 1.98 0.99 0 0 0 0 0 0 0_ 0
F 20P-13c - 0.068 1.98 0.99 0 0 0 0 0 0 0 0
F 22A-cO 0.989 28.78 0.00 472 44 1252 0 297 43 1223 0
6 c) AED excursion 125 331
Envelope loss/gain 4637 2682 3639 2951
12 a) Infiltration 825 265 806 259
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 4 920
Appliances/other 1200 0
Subtotal Qines 6 to 13) 5462 4148 4445 4130
Less external load 0 0 0 0
Less trarsfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 5462 4148 4445 4130
15 Ductlaads 5% 5% 273 207 5% 50.6 222 207
Total room load 5735 4355 4667 4337
Air required (dm) 1 1268 190 1216 190
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghR>Ep1'S-
1
Right -Suite® Universal 2017 17.0.16 RSU24020
2017-Jun-14 09 39:42
ibecaBGR%Lotl3WyndhamPreserve1986TribecaBGR.rup Calc = MJ8 House faces: E
Page 2
jiDEL-AIR Right l® Worksheet
m""'" Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 3277111 Phone: 025
Job: Lotl3WyndhamPreserve198...
Date: 05.23.17
By: BENTLEY
1 Room name POWDER MASTER WIC
2 Exposed wall 4.0 It 16.0 ft
3 Room height 9.3 It heat/cod 0.0 It heat/cod
4 Room dimensions 4.0 x 8.5 ft 0 x 11.0 It
5 Room area 34.0 ft' 55.0 ft'
Ty Constriction U-value Or HTM Area (ftj Load Area (ftl load
number BtWft-F) BtdVftl or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Grass N/P/S Heat Cod
6 rL---1G
12B-Osw 0.097 n Z82 278 0 0 0 0 99 99 279 275
2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0
W 13A-2ocs 0.201 n 5.85 4.41 0 0 0 0 0 0 0
0
0
1/ W 168-30ad 0.032 n 0.93 1.75 0 0_ 0 0 0 0 0 0
qJ 128-05w 0.097 a Z82 Z78 0 0 0 0 0 0 0 0
2A-2ov 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0ll---EGG
2A-2ov 0.320 a 9.31 33.61 0_ 0 0 0 0 0 0 0
1q! 13A-2ocs a201 a 5.85 4.41 37 33 194 146 0 0 0 0
2A-2ov a320 a 9.31 11.82 4 4 37 47 0 0 0 0
11J0 Q600 a 17.46 18.63 0 0 0 0 0 0 0 0
128-0sw Q097 s Z82 Z78 0 0 0 0 0 0 0 0
2A-20v 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 11.96 0 0 0 0 0 0 0 0
1qJ 13A-2ocs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0
2A-2ov 0.320 5 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 13.35 0 0 0 0 0 0 0 0
1qJ 128-0sw 0.097 w Z82 Z70 0 0 0 0 45 45 127 125
2A-2ov 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0
1--
G
2B-2fv 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0
L13A-2ocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2omd 0.520 w 15.13 18.64 0 0 0 0 0 0 0 0
CGG' 2A-2ov 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0
R 128-0sw 0.007 Z82 1.77 79 79 223 140 0 0 0 0
D 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C _ 168-30ad 0.032 0.93 1.75 34 34 32 59 55 55 51 96
F 20P-13c 0.068 1.98 0.99 0 0 0 0 40 40 79 40
F 20P-13c 0.068 1.98 0.99 0 0 0 0_ 0 0 0 0
F 22A-cd 0.989 2878 0.00 34 4 115 0 0 0 0 0
6 c) AED excursion 15 23
Envelope losslon 601 378 537 513
12 a) Infiltration 76 24 294 94
b) Room ventilation 0 0 0 0
13 Internal gains: Ocwpants ® 230 0 0 0 0
Appliances/other 0 0
Subtotal pines 6 to 13) 677 402 830 607
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redrstnbution 0 0 0 0
14 Subtotal 677 402 830 607
15 Duct loads 1 5% 5% 34 20 200A 27%1 165 167
Total roam load I 711 422 9951 n4
An required (dm) I33 18 46 34
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
e wflghR 01'F' 2017-Jun-14 09:ae 3Right -Suite® Universal 2017 17.0.16 RSU24020 Page
ibecaSGR%Lotl3WyndhamPreserve1986TribecaBGR.rup Calc = MJ8 House faces: E
j1DEL--AIR Right-J® Worksheet
mr'a"'"'"'°"` Entire House
DEL AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277`1PPhhoVD4a .NI665
Job: Lot13WyndhamPmserve198...
Date: 05.23.17
By: BENTLEY
1 Room name MASTER W.C. MASTER BATH
2 Exposed wall 3.5 ft 5 ft
3 Room height 9.0 It heat/cool 9.0 ft heet/cool
4
5
Roam dimensions
Room area
35 x 5.5 ft
19.3 ft'
1.0 x 79.8 ft
79.8 ft'
Ty Construction U-value Or HTM Area (111 Load Area (ft') Load
number Btuh/fti-F) BtWftj or penmete (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 1qJ 12B-0sw 0.097 n 282 278 0 0 0 0 0 0 0 0
2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 n_ 131 11.82 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 n 5,85 4,41 0 0 0 0 0 0 0 0
11 W 16B-30ad 0.032 n 0.93 1.75 0 0 0 0 0 0 0 0
1qJ 128-0sw 0.097 a 282 278 0 0 0 0 0 0 0 0
2A-2ov 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
t{---GG 2A-20v 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.85 4.41 0 0 0 0 0 0 0 d
2A-2ov 0.320 a 9.31 11.82 0 0 0 0 0 0 0 0
11J0 0.600 a 17.46 10.63 0 0 0 0 0 0 0 0
WJ 128-0sw 0.097 s 282 278 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
2A-20v _ 0,320 s 931 11,96 0 0 0 0 0 0 0
13A-2oos 0.201 s 5.85 4,41 0 0 0 0 0 0 0
0
0
2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
GGG 2A-2ov 0.320 s 9.31 13,35 0 0 0 0 0 0 0 0
128-0sw 0.097 w 282 278 32 28 78 76 50 50 140 138
2A-2ov
28-2fv ,
0.320
0.320
w
w
9.31
9.31
33.61
33,61
0
4
0
0
0
37
0
134
0
0
0
0
0
0
0
0
13A-2ocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-land 0.520 w W3 18.64 0 0 0 0 0 0 0 0
CGG 2A-2ov 0.320 w,- 131 33.61 0 0 0 0 0 0 0 0
Fj 12B-0sw 0.097 Z82 1.77 0 0 0 0 0 0 0 0
O 11130 0.390 n 11.35 1211 0- 0 0 0 0 0 0 0
C 16B-30ad 0.= 0.93 1.75 19 19 18 34 80 80 74 139
F 20P-13c _ _ 0.068 1.98 0.99 19 19 38 19 41 41 81 40
F- 20P-13c 0.068 1.98 0.99 0 0 0 0_ 0 0 0 0
F 22Arcl 0.989 2&78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 54 13
Envelope loss/gain 171 317 295 304
12 a) Inriftraticn 64 21 101 32
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 0 0
Applianceslother 0 0
Subtotal (lines 6 to 13) 235 338 396 337
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 235 338 396 337
i5l Duct loads 20% V% 47 93 20% 27% 79 93
Total room load M 431 474 429
Air regored (dm) 113 19 22 19
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wtrlghtr Oft- 2017-Jun-14 09:39:42
Right -Suite® Universal 2017 17.0.16 RSU24020 Pape 4
ibecaSGR%Lotl3WyndhamPreservel986TdbecaBGR.rup Calc = MJ8 House faces: E
jiDEL--AIR Right-l® Worksheet
acnm.m"mxnowm Entire House
DEL AIR HEATING & AIR
ING
531 COOISCO WAY, SANFORD. FL 3277`1PPhhND4TION665
Job: Lotl3WyndharnPreserve198...
Date: 05.23.17
By: BENTLEY
1 Room name MASTER SUITE LOFT
2 Exposed wall 26.5 ft 11.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heal/cod
4 Raam dimensions 1.0 x 183.0 ft 14.0 x 11.0 R
5 Room area 183.0 ft' 154.0 f'
Ty Construction
number
U-value
Btuh/ft-F)
Or HTM
Btuh/ftj
Area (ftn
or perimeter (ft)
load
Stuh)
Area (IM
or perimeter (ft)
Load
Stuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 1 J 12B-0sw 0.097 n 2.82 278 0 0 0 0 99 84 237 233
2A-2ov
2A-2ov
0.320
0.320
n
n
9.31
9.31
11.82
11.82
0
0
0
0
0
0
0
0
0
15
0
0
0
140
0
177GC
11
W _
W
13A-2ocs
16B-30ad
0.201
0.032
n
n
5.85
0.93
4.41
1.75
0
35
0
35
0
32
0
61
0
0
0
0
0
0
0
0
12S-0sw 0.097 a 282 278 0 0 0 0 0 0 0 0
0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
2A-2ov 0.320 e 9 31 33.61 0 0 0_ 0 0 0 0 0S2A-2ov
13A-2ocs 0.201 a 5.85 4.41 0 0 0 0 0 0 0 0
2A-2ov 0.320 a 9.31 11.82 0 0 0 0 0 0 0 0
1110
12B-0sw
0.600
0.097
a
s
17.46
282
18.63
278
0
104
0
104
0
292
0
268
0
0
0
0
0
0
0
0
G 2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
lei 2A-2ov 0.320 5 9.31 11.96 0 0_ 0 0 0 0 0 0
13A-2ocs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0
2A-2w 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov. 0.320 9.31 13.35 0 0 0 0 0 0 0 0
12B-0sw 0.097
s
w 282 278 135 105 296 292 0 0 0 0
2A-2ov
2B-2fv
13A-2ocs
0.320
0.320
0.201
w
w
w
9.31
9.31
5.85
33.61
U61
4.41
30
0
0
0
0
0
279
0
0
1008
0_
0
0
0
0
0
0
0
0
0_
0
0
0
0
2A-2omd
2A-2ov
0.520
0.320
w
w
15.13
9.31
8.64
33.61
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0CGG
q 12B-0sw 0.097 282 1.77 0 0 0 0 0 0 0 0
0 1100 0.390 35 1211 0 0 0 0 0 0 0 0
C 168-30ad 0.032
n
0.93 1.75 183 183 170 319 154 154 143 259
F 20P-13c 0.068 1.98 0.99 0 0 0 0 0_ 0 0 0
F 20P-13o 0.068 1.98 0.99 0 0 0 0 0 0 0 0
F 22A-col 0.989 28.78 000 0 0 0 0 0 0 0 0
6 c) AEO excursion 366 27
Envelopeloss/gam 1071 2334 520 653
12 a) Infiltration 557 179 202 65
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 1 230 0 0
Appliances/other 600 1 0
Subtotal pines 6 to 13) 1628 3343 722 718
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1626 3343 722 718
15 Duct loads 20% 27% 323 918 20% 27% 144 197
Total nxm load 1951 4281 865 915
Air required (dm) 91 186 40 40
Calculations approved by ACCA to meet all requirements of Manual J &h Ed.
446- wrlgh"O'rt' 2017-Jun 14 09.42
Right -Suite® Universal 2017 17.0.18 RSU24020 Pagee 5
ibecoOGRlLotl3WyndhamPreserve1986TribeceSGR.rup Calc = MJ8 House faces: E
VDEL--A[R Right,.10 Worksheet Job: Lotl3NyndhamPreserve198...
azm. r`9 0100m Entire House Date: 05.23.17
DEL AIR HEATING S AIR
By: BENTLEY
531 CODISCO WAY, SANFORD, FL 32771 PhND40oNAG
1 Room narne BATH 2 SINK BATH 2
2 Exposed wall 6.0 ft 6.0 ft
3 Room height 90 ft heat/cool 9.0 ft heat/cod
4 Roam dre mersio6.0 x 6.0 ft 6.0 x 6.0ft 5
Room area 36.0 fts 36.0 W Ty
Construction U-value Or HTM Area (ftj Load Area (ftj Load nunber
StuWftl•F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6
1213-0sw 0.097 n 282 278 54 54 152 150 54 50 141 139 2A-
2ov 0.320 n 9.31 11.82 0 0 0 0 4 0 37 47 2A-
2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0 W
13A-20cs _ 0.201 n 5.65 4.41 0 0 0 0 0 0 0 0 11
W 16B-30ad 0.032 n 0.93 1.75 0 0 0 0 0- 0 0 0 NJ
12B-0sw0.097 a 282 278 0 0 0 0 0 0 0 0 t---
GG 2A-2ov 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0 2A-
2ov 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0 IL913A-
2ocs 0.201 a 5.85 4.41 0 0 0 0 0 0 0 0 2A-
2ov 0.320 a 9.31 11.82 0 0 0 0 0 0 0 0 11J0
0.600 e 17.46 18.63 0 0 0 0 0 0 0 0 12B-
0sw0.097 s 282 276 0 0 0 0 0 0 0 0 2A-
2ov 0.320 s 131 11.82 0 0 0 0 0 0 0 0 2A-
2ov 0.320 s 9.31 1196 0 0 0 0 0 0 0 0 T13A-
20cs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0 2A-
2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0 2A-
20v 0.320 s 9.31 13.35 0 0 0 0 0 0 0 0 QJ
12B-0sw0.097 w 282 278 0 0 0 0 0 0 0 0 2A-
2ov 0.320 w 9.31 33,61 0 0 0 0 0 0 0 0 l
G
28-
2fv 0.320 w 9,31 33.61 0 0 0 0 0 0 0 0 yJ
1
13A-
2ocs 0.201 w 5.85 4.410 0 0 0 0 0 0 0 2A-
2mrd 0.520 w 15.13 10.64 0 0 0 0 0 0 0 0 2A-
2ov 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0 q
12B-0sw0.097 282 1.77 0 0 0 0 0 0 0 0 0
1100 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C
16B-3(ed - - 0.032 0.93 1.75 36 36 34 63 36 36 34 63 F
2013-13c 0.068 1.98 0.99 0_ 0 0 0 0 0 0 0 F
20P-13c 0.068 1.98 0.99 0 0 0 0 9 9 18 9 F
22Acd 0.989 28.78 Q00 0 0 0 0 0 0 0 0 6
c) AED excursion 9 11 Envelope
loss/gain 186 204 230 247 12
a) Infiltration 110 35 110 35 b)
Roam ventilation 0 0 0 0 13
IMemal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal
Vines 6 to 13) 296 239 340 283 Less
external bad 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 24 239 340 283 151
Duct bads 120% 27% 59 66 20% 27% 68 78 Total
mom load 355 305 407 360 Air
required (cfm) 17 13 1 1 19 16 Calculations
approved by ACCA to meet all requirements of Manual J &h Ed. F -
1419 1S> -Olt- 2017-Jun-14 09:39:42 Righ1-
Suite® Universal 2017 17.0 16 RSU24020 Pape 6 ibecaBGR%
Lotl3WyndhamPreservel986TribecaSGR.rup Cale = MJ8 House faces: E
jiDEL--AIR Right-J® Worksheet
m=-.rtxaorrttarrat Entire House
DEL AIR HEATING & AIR
ING531CODISCOWAY, SANFORD. FL 3277`11 PPhhND40 -ON665
Job: Lot13ftndhamPreserve198...
Date: 05.23.17
By: BENTLEY
1 Roam name BED 3 BED 2
2 Exposed wall 37.5 ft 125 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cod
4
5
Room dimensions
Room area
125 x 125 ft
156.3 ft'
11.5 x 12.5 It
143.8 ft'
Ty Construction U-value Or HTM Area (ftl Load Area (ftj Load
number BtuhlhMF) Btth/ftl or perimeter (ft) Stuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 Vp/ 12B-0sw 0.097 n 282 278 113 113 318 313 0 0 0 0
L---
2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0GG2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0_ 0 0 0
W 13A-20cs 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0
11 W 16B-30ad 0.032 n 0.93 1.75 0 0 0 0 0 0 0 0
qJ 128-Osw 0.097 a 282 278 113 98 275 271 0 0 0 0
CG 2A-2ov 0.320 a 9.31 33.61 0 0 0 0 0 0 0 0
2A-2ov 0.320 a 9.31 33.61 15 0 140 504 0 0 0 0
13A-2ocs 0.201 a 5.85 4.41 0- 0 0-- 0 0 0 0 0
2A-2ov 0.320 a 9.31 11.82 0 0 0 0 0 0 0 0
11J0 0.600 a 17.46 10.63 0 0- 0 0 0 0 0 0
qJ 12B-0sw 0.097 s 282 278 113 113 318 313 113 98 275 271
ll-G 2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 11.96 0 0 0 0 15 14 140 179
13A-20cs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0
2A-2ov 0.320 s 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov _ 0.320 s 9.31 13.35 0 0 0 0 0 0 0 0
12B-0sw 0.097 w 282 278 0 0 0 0 0 0- 0 0
2A-2ov 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0
28-2fv 0.320 w 9.31 33.61 0 0 0 0 0 0 0 0
1qJ
GI
13A-2ocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2orrd 0.520 w 15.13 10.64 0 0 0 0 0 0 0 0I 2A-2ov 0.320 w 9.31 33.61 0 0 0 0 0 0 0 a
q 128-0sw 0.097 282 1.77 0 0 0 0 0 0 0 0
0 11D0 0.390 n 11.35 1211 0 0-- 0 0 0 O o 0
C 16B-30ad 0.032 0.93 1.75 156 156 145 273 144 144 134 251
F 20P-13c 0.068 1.98 0.99 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.98 0.99 156 156 309 155 0 0 0 0
F 22A-col 0.989 28.78 0.W 0 0 0 0 0 0 0 0
6 c) AED excursion 7 18
Envelope loss/gain 1505 1821 549 683
12 a) Infiltration 688 221 229 74
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants ® 230 0 0 0 0
Applianceslother 0 0
Subtotal (lines 6 to 13) 2193 2042 778 757
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2193 2042 778 757
15 Duct loads 20% 27% 436 561 20% 27% 155 208
Total room load 2628 26031 933 965
Air required (dm) 1123 1141 44 42
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
vyFllghtSV- 2017-Jun-14 09.39 42Right -Suite® Universal 2017 17.0.16 RSU24020 Page 7
ibecaSGR%Lotl3WyndhemPreservel986TribecaSGR.rup Cale = MJ8 House faces- E
VDEL--AIR Right-l® Worksheet
Entire House
DEL AIR HEATING & AIR
DIING
531 CODISCO WAY, SANFORD, FL 327711CPPhhone. 4007ION665
Job: Lotl3WyndhamPreserve198...
Date: 05.23.17
By: BENTLEY
1 Room name LAUNDRY STAIR
2 Exposed wall 14.5 ft 120 ft
3 Room height 9.0 ft heaUcod 9.0 ft heal/cod
4 Roan dimensions 6.0 x 8.5 ft 1.0 x 203.5 ft
5 Room area 51.0 ft' 203.5 ft'
Ty Coristri ction U-value Or HTM Area (ftj Load Area M Load
ntimberI Btuhift;'F) Btuhlftl or perimeter (ft) Stuh) or perimeter (ft) 8tuh)
Heat Cool Gross N/P/S Heat Cod Gross N/PIS Heat Cod
6 gyp/ 128-0sw 0.097 n 282 278 0 0 0 0 0 0 0 6CC2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0
2A-2ov 0.320 n 9.31 11.82 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0
11 W 168-30ad 0.032 n 0.93 1.75 0 0 0 0 0 0 0 0
12B-0sw 0.097 a 282 278 54 54 152 150 95 83 233 229
2A-2ov 0.320 a 9.31 33.61 0 0 0 0 12 0 112 403
2A-2ov 0.320 a 9.31 33,61 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.85 4.41 0 0 0 0 0 0 0 0
2A-2ov 0.320 a 9.31 11.82 0 0 0 0 0 0 0 0
11J0 0.600 a 17.46 18.63 0 0 0 0 0 0 0 0
l 128-05w Q097 s 282 278 77 73 205 201 14 14 38 36
G 2A-2ov 0.320 s 9.31 11.82 4 4 37 47 0 0 0 0
t-G 2A-2ov 0.320 s 9.31 11.96 0 0 0 0 0 0_ 0_ 0
1qJ 13A-2ocs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0
2A-2ov Q320 s 9.31 11.82 0 0 0 0 0 0 0 0
l_{
G
2A-2ov 0.320 s 9.31 13.35 0 0 0 0 0 0 0 0
1gJ
G
128-0sw 0.097 w 282 278 0 0 0 0 0 0 0 0
2A-2ov 0.320 w 931 33.61 0 0 0 0 0 0 0 0
I 28-2fv 0.320 w 9,31 33,61 0 0 0 0 0 0 0 0
13A-2ocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0
2A-2artd 0.520 w 15.13 18.64 0 0 0 0 0 0 0 0
2A-2ov . _ 0.320 w 9.31 33.61 0 -0 0 0 0 0 0 0 0
F9 12B-0sw 0.097 282 1.77 0 0 0 0 0 0 0 0
D 1100 0.390 n 11.35 1211 0 0 0 0 0 0 0 0
c 16B-30ad 0.032 0.93 1.75 51 51 47 89 234 Z04 189 355
F 20P-13c 0.068 1.98 0.99 0 0 0 0 0 0 0_ 0
F 20P-13c _ 0.068 1.98 0.99 0 0 0 0 10 10 19 10
F 22Acd 0.90 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AEC) excursion 42 9
Envelope loss/gain 442 445 592 1044
12 a) Infiltration 266 86 220 71
b) Roanventilation 0 0 0 0
13 Internal gains: Ooarpants ® 230 0 0 0 0
Appliarlceslother 600 0
Subtotal Pines 6 to 13) 708 1131 012 1114
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 708 1131 812 1114
15 Duct loads 20% 27% 141 311 20% 27% 161 306
Total roan load 49 1442 973 1420
Air required (dm) 1 40 63 45 62
Calculations approved by ACCA to meet all requirements of Manual J &h Ed.
ii"ghtt64lt- Right -Suite® Universe] 2017 17.0.18 RSU24020 Pape 8
tbma8GR1Lotl3WyndhamPre3erve1986TribecoOGR.rup Calc = MJS House faces: E
DEL -AIR Duct S stem Summa Job: LoH3NyndhamPfeserve...
y vale: 05.23.17
I°MU-=C°NS"IVINM Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2W5
Project• •
For: PARK SQUARE HOMES, Lotl3WyndhamPreservel986TribecaBGR
3782.Saltmarsh Loop, Sanford, FL 32771
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.37 in H2O
0.06 in H2O
0.31 in H2O
0.155 / 0.155 in H2O
0.229 in/100ft
1160 cfm
Cooling
0.37 in H2O
0.06 in H2O
0.31 in H2O
0.155 / 0.155 in H2O
0.229 in/100ft
1160 cfm
135 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matt
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH 2 h 407 19 16 0.296 4.0 Ox 0 VIFx 19.6 85.0 st2
BATH 2 SINK h 355 17 13 0.302 4.0 Ox 0 VIFx 17.7 85.0 st2
BED 2 h 933 44 42 0.315 6.0 Ox 0 VIFx 13.5 85.0 st2
BED h 2628 123 114 0.294 6.0 Ox0 VIFx 20.3 85.0 st2
DINING c 3515 142 154 0.250 7.0 Ox 0 VIFx 28.8 95.0 stl
GATHERING h 4667 218 190 0.268 8.0 Ox 0 VIFx 20.8 95.0 stl
KITCHEN h 5735 268 190 0.271 9.0 Ox 0 VIFx 19.2 95.0 stl
LAUNDRY c 1442 40 63 0.307 5.0 Ox 0 VIFx 16.0 85.0 st2
LOFT h 865 40 40 0.307 6.0 Ox 0 VIFx 16.0 85.0 st2
MASTER BATH h 474 22 19 0.244 5.0 Ox 0 VIFx 27.1 100.0 st3
MASTER SUITE c 4261 91 186 0.246 8.0 Ox 0 VIFx 26.1 100.0 st3
MASTER W.C. c 431 13 19 0.238 4.0 Ox 0 VIFx 30.2 100.0 st3
MASTER WIC h 995 46 34 0.229 4.0 Ox 0 VIFx 35.3 100.0 st3
POWDER h 711 33 18 0.271 4.0 Ox 0 VIFx 19.4 95.0 stl
STAIR c 1420 45 62 0.327 5.0 Ox 0 VIFx 9.7 85.0 st2
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
stl Peak AVF 660 552 0.250 618 14.0 0 x 0 VinlFlx
st3 Peak AVF 173 258 0.229 583 9.0 0 x 0 VinlFlx st2
st2 Peak AVF 500 608 0.229 569 14.0 0 x 0 VinlFlx
ri ht5oft• 2017-Jun-14 09:39 44
w
t+y
g Right -Suite® Universal 2017 17.0.16 RSU24020 Page 1
ib..BGR%Lotl3WyndhamPreservel986TnbecaBGR rup Cale = MJ8 House feces: E
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 1160 1160 0 0 0 0 Ox 0 VIFx
r.: wri htsoft' 2017-Jun-14 09 39:44
9 Right-Swte® Universal 2017 17.0.16 RSU24020 Page 2
ibecaBGR%Lotl3WyndhamPreserve19867ribecaBGR.rup Cale = MJ8 House faces: E
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, 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 (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1. 1 -
one page)
A completed Envelope Leakage Test Report(usually one page)
If Form R405 duct leakage type indicates anything other than 'default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
6/14/2017 9:35:26 AM
EnergyGauge® - USRCSB v5.1
Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 3782 Saltmarsh Loop Permit Number.
Sanford , FL, 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components .
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an
approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air IeakageYAndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
El R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
0 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.
13 R403.2.2 Sealing (Mandatory)WI ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by post -construction
or rough -in testing below.
Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 ctm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Dud testing is not mandatory for buildings complying by Section R405 of this code.
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page / of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
O R403.3 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.,
R403.3.1 Protection of piping Insulation.
O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
E3 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or i
downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as dose as possible
to the storage tank.
O R403.4.4 Water heater efficiencies (Mandatory).
O R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 100•F to 140•F (38•C to 60•C).
R403.4.4.1.2 Shut down. A separate switch or a dearly 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 bumer(s)
of combustion types of service water heating systems to be turned off.
O R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2A 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 TMA, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the fallowing criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
13 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating.
13 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the dosed 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.
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Cam Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or healing within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 ofthe Commercial Provisions in lieu of Section R403.
O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F.
O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting:
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for healers manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is
required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on healers and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heal -recovery pool healing systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
O RR404A Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
6/14/2017 9:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
FORM R405-2014
TABLE 402.4.1.
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl3WyndhamPreservel986TribecaBGR Builder Name: PARK SQUARE HOMES
Street: 3782 Saltmarsh Loop Permit Office:
City, State, Zip: Sanford. FL, 32771 Permit Number:
Owner: Jurisdiction: 691000
Design Location: FL, Sanford
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Comers and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
6/14/2017 9:53 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: Lotl3WyndhamPreservel986TribecaBGR Builder Name: PARK SQUARE HOMES
Street: 3782 Saltmarsh Loop Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
Design Location: FL, Sanford Jurisdiction: 691000
Cond. Floor Area:: 1986 sq.ft. Cond. Volume: 18073 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n: R:
Single or Multi Point Test Data
HOUSE PRESSURE I FLOW:
Leakage Characteristics
CFM(50):
ELA:
EgLA:
ACH:
ACH(50):
SLA:
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour
in Climate Zones 1 and 2.3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2
inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE: -
PRINTED NAME:
DATE:
Where required by the code official,
testing shall be conducted by an
approved third party. A written
report of the results of the test shall
be signed by the third party
conducting the test and provided to
the code official:
BUILDING OFFICIAL:
DATE:
o .00 Srar
H spar s•5 - •w•S 0
142-6D WE
6/14/2017 9:53 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
RECORD COPY
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DESCRIPTION AS FURNISHED: Lot 13,' WYNDHAM' PRESERVE, as recorded in Plot Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida. ;
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, . Ward & W000mon, PA; Attorneys' Title
Insurance Fund; Bank of America
BRIS50N AVE •(R/W VARIES)
S 00019'09" E
40, 00' 5' WALK PER PLAN
LOT 15
10' BUFFER,
WALL, LANDSCAPE;
Qc SIDEWALK EASEMENT
41,47' 41.47'
LOT 13
5.67' 3.0•x4.0'
5.67' AC
16.7' 21 LANAI
ik
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5.67'
h
PROPOSED RESIDENCE
1986—TRIBECA-6
2 G4R•G4RAGE RIGHT
COVD.
ENTRY
TELV t9.3'
t6.
WALK DRIVE
25.2200' 25.`20'
10' llf1L
ESMT.
5' CONC WALK 1
7
e
O O
o LOT 12
BP 17-231q
ZONING DA 1 i_
Ok to construct single family home
with setbacks and impervious area
shown on plan. i1 3` L^'1Q•
5.67 Iq (o "fri co. , CT R
V' 47.21' P.C.
SE78ACKS AS FURNISHED R ' ' ' ' ' ' ' '
FRONT - 25'(•)
REAR 20' S 00°19'D9" ESIDE - 5' (40' LOT)
7.5' (50' LOT) 40.00'
10' (75' LOT)
SIDE STREET -
1$- (40; OT) LOT) SAL TMARS.H LOOP
25' FRONT SETBACK CAN BE REDUCED PRIVATE ROAD)(WIDTH VARIES) TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY
2) IN SUCCESSION AT 20"AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY
OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4.800 t SQUARE FEET
PROPOSED a nNsHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORKPERDRAINAGEPLANSDRIVE403/110- 513 t SQUARE FEET FOUNDATION/PAD 1.321 t SQUARE FEETPROPOSEDDRAINAGEFLOWWALKS100/ 300- 400 t SQUARE FEET REAR PATIO 96 t SQUARE FEET
LOT GRADING TYPE A 0410 SOD 2,819/ 130 - 2,949f SQUARE FEET POOLRCN DECK
NIA t SOQURE FEETPROPOSEDF.F. PER PLANS - 31.7' NOTE FRONT SIDEWALK AND SMELIr LOC MW TAKEN FROM PLANS PROVIDED BY QRNT • NOT FIELD VERIFIED
CR USYENMEYER - SCO TT LAG A SSO C. , INC - .LAND SURVEYORS
L=Hb - LEGEND -
PLAT rn POINT an I DTE 5400 E.COLONIAL DR. ORLANDO, FL 328L)7 (407)-277-3232 FAX (407)-658-1436
Par_. POOR TV nova[[ MIVATIOKmoMULWARDPOINTOrCorOAmCWrvATVRERAuO. : I. THE "VISIONED ODES IIOM. COMY T1W TM SURVEY MEETS ME STAN WDS OF PRACTICE W Or 1NE FLAMW OOARO OFSET Cox 1®Op1ENT RAM PRWiSSI W sURY OW AND AWFM OI CNWfOP LM-77 nORTW ADLWI MTM COOS AO6GWK M SECTKMI g2.027. FLOW04 SIATMSETIA. j2F yL .Fw srn RA - NOR-RAMAL
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OFMC®1NDA • CALCULATED 3 Ra SURVEY W PREPMm FROM RILE ELFORMAm FNRrBSNm TO Tw sURVEYOR nmw MAY w o*,M R67RR7pTs OROTINTAFFECTPROPOLIYPao. . POINT OF C®WOCURNT FIw • PERMANENT REFUMM9 MONUMENT E •
COMLIPC FF. • F1MA40 MOOR ELEVATION UN MMENTS IS A ROVi31OVTS 1NYE am LOCATED UNLESS OTI47tMSE SHOWN. NLO .
MAIL t NSK 0.EL ' - 7ARLDOW SETMOC LINE 0. DO sU W 6 RNA4MD FOR •THE SOLE BD9M OF BLOW CL70IDTm To AND MIJILO MDT W REM UFON BY ANY OIKR WW. VAT
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PLAN, 0- 2=T6-77 LTT REVISED PLOT7-24PLAN2017 (AC ONLY) 00-24-2017 CT, • CNM [AIONS NORTH
THIS 6URD1NG\PR0PERTY DOES
NOT LIE WITTRN 7 R L1'ER
ILL.. %LIT 4THE ESTABLISHED 100 MRn000PLANEASPERIMM• Ames W. RLS 0 4M1 ZONE K' MAP / 12117COMF (09-28-07)
RECORD COPY
Filename: P SQ HOMES-TRIBECA-
Lighting and Small Appliance/Laundry Circuits
Floor Area SmAppNo LaundNo Line Neutral
1986 2 1
Lighting Summary Standard 5,610 5,610
Optional 10,458 5,610
Ranges & Ovens
Range No. No? Nameplate Line Neutral
1 1 8000
2 0 0
3 0 O
6VILD/^, Range/Oven Summary Standard 6,400 4,480
Optional8,000 ----------------------------4,480----- SgNFORD _____------ Dryers
1Q,11- VX DryerNo. No? Nameplate Line Neutral 1
4 1
1 5000 2
0 3
0 Dryer
Summary Standard 5,000 3,500 Optional
5,000 3,500 7 - - - - - - - - - - - - - - - - - - - - - - -
Heating
and Cooling: Actual Number = 1 Name
M? Ph No Amps Volts VA HP Line Neutral 1
M 1 1 22.0 240 5,280 0 X
M 1 1 2.0 240 480 0 Y
M 1 1 5.0 240 1,200 0 1
1 1 240 5200 1 5,2b0 0 Fieat/
Cool Summary Standard 12,160 0 Optional
12,160 0 Fixed
Appliances: Actual Number = 4 Name
M? Ph No Amps Volts VA HP Line Neutral MICRO
1 1 120 1200 1,200 1,200 DW
M 1 1 120' 1200 1,200 1,200 DISP
M 1 1 120 960 960 960 W/
H 1 1 18.5 240 4,440 0 Fixed
Appliance Summary Standard 5,850 2,520 Optional
7,800 2,520 Other
Appliances: Actual Number = 0 Name
M? Ph No Amps Volts VA HP Line Neutral Other
Appliance Summary Standard 0 0 Optional
0• 0 25%
of Max Motor: Line
is Std Only; Neutral for Both Maximum
Phase Amps Volts 1
22 240
Heat/Cool Phase Amps Volts
1 22 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,320 0
SUMMARY
Standard Line Line Neutral
Total Total = 36,340 16,110
Maximum Amperage = 151 67
Service Voltage = 240 Service Phase = 1
Optional Line Neutral
Total Total = 30,663 16,110
Maximum Amperage = 128 67
Service Voltage = 240 Service Phase = 1
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: ., % a 271 riiSh i 1--- Historic District: Yes No
Parcel ID: Residentia Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone:
Name
Street:
City, State Zip:
Fax: Email:
Property Owner Information
Phone:
Name_& A
Street: ID-3 4
City, State Zip:
Arch itect/EngIneer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Title:
Resident of property? :
Contractor Information
Phone:8/3-9/0.31/03 CA a.32-
Fax:
State License No.: 0c)5 y08
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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction
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: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
Permits Required: Building El .tricalin Mechanical
Construction Type: Occupancy Use: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes[] No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
a. I...,. in 7ni s
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 water _ management districts, state agencies, or federal agencies. _ erty ofthe requirements of Florida Lien Law, FS 713.
Acceptance permitermit is verification that I will notify the owner of the prop
py ofthe executed
The City of Sanford requires payment of a plan review fee atdehe time of permit submittal. A
ed the estimated construction voalue of the job at ieo tract is
me of submittal.
in order to calculate a plari review charge and will be cons t is issued, in
The actual construction value will be figured based on the reured off the executed Icontracct exceed the actual construction value,
accordance with local ordinance. Should calculated charges figcreditwillbeappliedtoyourpermitfeeswhenthepermit'is issued.
OWNER IDSAFFIDAVIT: I certify that all of the foregoing information is accn ate and that all work will
be done in compliance with all applicable laws regulating construction an g
Alve
DateSignatureofOwner/Agent
Print owner/Agent's Name
Signature of Notary -State of Florida Date .
Owner/Agent is r
Personally Known to Me or -
Produced ID - Type of ID
Pri— n tractor/Agent's Name
ll3 )1IrtrniCLDateSignaturef,Tlgtary-statepu Ud.O'Clalr
IN YY. pp #1A dojmmllssslon f GG151707
Expires: WOW 15, 2021
pFp d,. WOW Ou nmuti ,w ,
anlrl,,,,
Contractor/Agent is Pe sonally Known to.lt+lir'
Produced ID Type
BELOW IS FOR OFFICE USE ONLY
Plumbing0 Gas[] Roof
Flood Zone:
of Stories:
Plumbing = # of Fixtures
of Heads __ Fire Alarm Permit:' Yes - No
UTILITIES:
FIRE -
WASTE WATER:
BUILDING:
Permit Application
UNIVERSAL UES Project No: 0110.1700817.0000
Workorder No: 9355491-2
N1ENGINEERING SCIENCES Report Date: 2/5/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
3532 Maggie Blvd Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106
In -Place DensPty Test
Client: UPS echnician: Jean Cartagena
5200 Vineland Road, Suite
20VesfingraOrlando, FL 32811 Date Tested: 02/05/2018
Project: Wy=
SaltmashAreaTested: Ctive
Type of Test:
Material: Field: ASTM D-2937 Drive Cylinder Methoc
Reference Datum: 0 = o om o 0o ing Laboratory: AST#. 01557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
aximum
Density
pcf)
ptimum
Moisture
Field DrY
Density
pcf)
Field
Moisture
t%t
Soil
Compaction
I
Native
Depth
inch)
Pass
or Fail
6 West Footer 0-1 ft 106.8 10.6 104.1 10.7 97 N/A Pas:
7 East Footer 1-2 ft 106.8 10.6 104.4 11.9 98 N/A Pas:
8 South Footer 1-2 ft 106.8 10.6 105.1 12.1 98 N/A Pas:
9 West side of pad ( TOF) 1-2 ft 106.8 10.6 103.0 11.5 96 N/A Pas:
10 East side of pad ( TOF) 2-3 ft 106.8 10.6 102.8 11.2 96 N/A Pas:
Tn aelahGeh a ,n,dneI nrnlenRnn M / Wren#. M. MAG,- end --A— e0 ronnda — — —r.4 6.1 of nn, Wren#. end m,IMnriseRnn
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 6718
Job Address: 3782 Saltmarsh Loop Historic District: Yes No
Parcel ID: Lot 13 Residential ® Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new 3.5 ton HVAC with duct work and ventilation
Plan Review Contact Person: Adlyn Rodriguez Title: permit clerk
Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com
Property Owner Information
Name Park Square Homes
Street: 5200 Vineland Rd #200
City, State Zip: Orlando, FL 32811
Phone: 407-529-3000
Resident of property? :
Contractor Information
Name One Stop Cooling & Heating, LLC Phone: 407-975-2762
Street: 7225 Sandscove Court Fax: 407-629-9307
City, State Zip: Winter Park, FL 32792State License No.: CAC 032444
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit trust 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: 51° Edition (2014) Florida Building Code
Revised: June 30. 2015 Permit Application
w
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found ill 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 ofSanford 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 ofthe job at (lie 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 foi
be done in compliance with all applicable laws regul
Signature orOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary•Stite of Florida Date
ing information is accurate and that all work will
g S,tSitstructi On and zoning.
f 2/27/2018
of
Kevin Stine
Print Contractor/Agent's Name
Signature
Date
KELLY WEBSTER
Notary Public - State of Florida
Commission N FF 978034
MY Comm. Expires Apr C, 2020
Owner/Agent is Personally Known to Me or Contractor/Agent t s
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Pemtit Application
Revision IG
Response to Comments
Permit # I
Ls • t
10
MAY , City of Sanford
9 2018 wilding & Fire Prevention Divisionz
8YLV : 407.688.5150 Fax: 407.688.5152 Email:
building@sanfordfl.gov Submittal
Date S 1 S3 /0 3 Project
Address: LOnp Contact:
TGIh (A 4? I cAclew1 Ph:' -
Sa- • 3 :Q3 Fax: Trades
encompassed in revision: Building
Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
Engineering
Fire
Prevention General
description of revision: ROUTING
INFORMATION Approvals
11
Building __ gG S,a.l l6
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTekRECORD
COPY RE:
P1986B - Park Sq Hm/Tribeca-1986-B MiTek USA, Inc. Site
Information: 6904 Parke East Blvd. Ta
F 33610-4115 CustomerInfo: PARK SQUARE HOMES Project Name: P1986B Model: TRIBECA - Lot/
Block: 13 Subdivision: WYNDHAM PRESERVE Address:
3782 SALTMARSH LOOP City:
SANFORD State: FLORIDA Name
Address and License # of Structural Engineer of Record, If there is one, for the building. Name:
License #: Address:
City:
State: General
Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions): Design
Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind
Code: ASCE 7-10 Wind Speed: 140 mph Roof
Load: 40.0 psf Floor Load: 55.0 psf This
package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. Wth
my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms
to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No.
Seal# Truss Name Date No. Seal# Truss Name Date 1
IT13077036 1A1 1/29/18 112 1 T13077047 1 C3 11/29/18 12
IT13077037IA2 11/29/18 113 1T130770481CJ1 11/29/18 1 13
IT13077038IA3 11/29/18 114 1T13077049ICJ3 11/29/18 1 14
IT13077039IA4 11/29/18 115 1T13077050ICJ5 11/29/18 15
IT13077040 IA5 11/29/18 116 I T13077051 101 11/29/18 16
IT13077041 IA6 11/29/18 117 IT13077052 I D2 11/29/18 17
IT13077042IB1 11/29/18 118 1T130770531D3 11/29/18 1 18
IT13077043IB2 11/29/18 119 1T130770541F1 11/29/18 19
IT13077044163 11129/18 120 IT130770551F1A 11/29/18 1 110
IT13077045IC1 11/29/18 121 1T130770561F1B 11/29/18 1 I11
I T13077046 I C2 11/29/18 122 I T13077057 I F2 11/29/18 1 J\
ING
m
O
sPN
Oa
I_0EPAR
This
item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed
copies of this document are not considered signed and sealed and the signature must be venflecLon Ony electronic copies
SIP
u//il The
truss drawing(s) referenced above have been prepared by MiT ,. OUIN VFW !0' USA,
Inc. under my direct supervision based on the parameters . N •.-•'........ E '• 1 . provided
by Mid -Florida Lumber Acquisitions, Inc..F•'• Truss
Design Engineer's Name: Velez, Joaquin My
license renewal date for the state of Florida is February 28, 2019. IMPORTANT
NOTE' The seal on these truss component designs is a certification that
the engineer named is licensed in the jurisdiction(s) identified and that the designs
comply with ANSI/TPI 1. These designs are based upon parameters shown (
e.g., loads, supports, dimensions, shapes and design codes), which were given
to MiTek. Any project specific information included is for MiTek's customers file
reference purpose only, and was not taken into account in the preparation of these
designs. MiTek has not independently verified the applicability of the design parameters
or the designs for any particular building. Before use, the building designer should
verify applicability of design parameters and properly incorporate these designs into
the overall building design per ANSI/TPI 1. Chapter 2. No
68182 STATE
OF : QJ N
AL EX .` % 1/11111/1 Joaquin
Velez PE No.68182 MITek
USA. Inc. R. Cart 6634 6904
Parke East Blvd. Tampa Ft. 33610 Date:
January
29,2018 Velez,
Joaquin I of 2
RE: P1986B -Park Sq Hm/Tribeca-1986-B
Site Information:
Customer Info: PARK SQUARE HOMES Project Name: P1986B Model: TRIBECA 1986 - B
Lot/Block: 13 Subdivision: WYNDHAM PRESERVE
Address: 3782 SALTMARSH LOOP
City: SANFORD State: FLORIDA
INo. Seal# ITruss Name I Date
23 IT13077058 I F3 11/29/18
124 IT13077059 I F3A 11/29/18
125 IT13077060 I F5 11/29/18
126 IT13077061 I F5A 11/29/18
127 IT13077062 I FT2 11/29/18
128 IT13077063 I J5 11/29/18
129 IT13077064 I J7 11/29/18
130 IT13077065 I KJ5 11/29/18
131 IT13077066 I KJ7 11/29/18
132 IT13077067 I MG1 11/29/18
2 of
Job Truss Truss Type Dry Ply Park Sq Hm/rnbeca-1986-8
T13077036IP19868AlCOMMON41
Job Reference itiptionall
Mid-Flonda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 29 08.11.43 2018 Page 1
10:3zzrE5S9SgHBgKdROwR6OYzkwee-Iukn(SgNkWGcSUgNcyOCNZHK rolWhlb>9_FRRzgYtU
aQ, 7-3-11 14-" 21.4-5 2 6.0 29 8-0
ao ' 7-3-11 7-0.5 7.0.5 7.3-„ , 0 O
4x4 =
Goa 112
Scale = 1 49.2
30 = 4x4 = 3a4 = 4x4 =
4k1
9-8-13 18.11.3 25-8 0
9-S-13 9.2.5 9.1L13
Plate Offsets (X.YI— 13 0-3-0.Edgel, IS 0-3-0.Edgel
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.32 8-10 >999 240 MT20 244/190
TCOL 100 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.45 10-13 >767 180
BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(CT) 0.07 6 n/a n/a
BCOL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 131 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10oc purllns.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1207/0-4-0, 6=1207/0-4-0
Max Harz 2=147(LC 10)
Max Uplift 2=226(LC 12), 6=226(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2018/606. 3.4=1797/600, 4-5=1797/600, 5-0=2018/606
BOT CHORD 2-10= 43311805, 8-10=19711155, 6-8= 448/1760
WEBS 4-8=194n56. 5.8=-452/260, 4-10=1941756, 3-10=-452/260
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2ps1: BCDL=3.Opsf; h=15R; 8=45R; L=2411; eave=4fl: Cal.
It: Exp B: End.. GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0.0. Intericr(1) 2-" to 14-4-0. Exterior(2) 14-4-0 to
17-4-0 zone;C-C for members and forces6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60
3) This truss has been designed fora 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-" tall by 240-0 wide
will fit between the bottom chord and any other members. with BCOL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=226,6=226.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joadluin Velez PE No.88182
Wok USA, Inc. FL Cat 6634
IISM Petite End BIvQ Tampa FL 33610
DEW.
January 29,2018
QWARNING - VerNy, designPar.,. and REAO NOTES ON TNfS AND INCLUOEO A11 EK REFERENCE PAGE 1110-7473 rev. I&M015 BEFORE USE.
Oesgn valid foruse onlywith MTekmconnectors. This designabased ony upon parameters shown. and is for an indmdual building component. not
a truss system. Before use. the Wddmg designer must vent' the applicability ofdesign parameters and property incorporate this design into the overall
budging design Bracingindicated rs toprevent buGdrngofIndMdual trussweb andlor chord members only. Additional temporary and permanent bracing MTek• is always required tar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, $torage. delivery. erection and bracing of trusses and truss systems, see ANSVTPr1 QualityCriteria, 03849 andBCSI Budding Component 6904 Parke East SM.
Safety Information available from Truss Plate Inslaute, 218N Lee Street. Suite 312. Ahtundna, VA22314 Tampa, FL 36610
b Truss Truss Type Oty Ply Park Sq Hn rnbeca-19868rP1 T13077037
9868 A2 HIP 2 1
Job Reference (optional)
Mid-FIocoB Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc Mon Jan 29 08 11.44 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee.V519sUOVgOT4eFaAgXVwngYHFoiF161EplozhqYtT
1-0-0, 6.9.4 13-0.0 15-6-0 21-10.12 28.8.0 29&0
t-00' 6.9.4 6-2-12 2-8-0 6-2-12 644
eke =
04 =
22 23 5
Scab = 1 50 0
I rz iu v
3x6 = 1 50 11 30 = 30 = 1.Sx4 II 3x6 =
3i® =
I 6 9-4 134-0 15" i 21-10-12 1 26-841
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCOL 100
SPACING- 2-0-0
Plate Grip OOL 1.25
Lumber OOL 1.25
Rep Stress Ins YES
Code FBC2017rrP12014
CSI.
TC 0.50
BC 0.64
WB 0.65
Matnx-MS
DEFL. in (loc) Udell Ud
Vert(LL) -0.09 12 >999 240
Vert(CT) -0 20 12-13 >999 180
Horz(CT) 008 7 n/a n/a
PLATES GRIP
MT20 2441190
Weight. 152 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-2-2 oc bracing.
WEBS 20 SP No 3
REACTIONS. (Ib/size) 2=1207/04-0, 7=1207/0-4-0
Max Horn 2=134(LC 11)
Max Uplift 2=226(LC 12). 7=226(1.0 12)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=21071660, 3-4=1491/543, 4-5=1256/540, 5-6=1492/543. 6-7=2106I660
BOT CHORD 2-13 =50011822, 12-13 =50011822, 10-12=258/1254, 9-10=509/1821, 7-9=509/1821
WEBS 3-13=01289, 3-12=6561277, 4-12=104/391, 5.10=1281393, 6.10=-6501277, 6.9=0/287 NOTES- 1)
Unbalanced
roof live loads have been considered for this design 2) Wind:
ASCE 7-10; Vutt=140mph (3-3econd gust) Vasd=108mph, TCOL=4.2psf; BCOL=3 Opsf; h=15ft. 8=45R; L=24ft; eave=aft: Cat. II; Exp
8; End.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-" to 2-0.0. Intenor(1) 2-0.0 to 13-0-0. Exterior(2) 13-" to 15-8-
0. Interior(1) 19-10-15 to 29-841 zone:C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1.60 plate gnp OOL=
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 bads. 5) ' This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will rd
between the bottom chord and any other members. 6) Provide
mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except @=1b) This item has been 2=226.
7=226. electronically signed and sealed by
Velez, Joaquin, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Joaquin Vela: PE No.68182 11 fTek
USA, Inc FL Cad 6834 49M Parke
East Blvd. Tampa FL 33410 Oats: January
29,
2018 0 WARNING -
Vardr design paramafarsand READ NOTESON THIS AND INCLUDED MrTEK REFERENCE PAGE a0F7473 ray. ISVZ7015 BEFORE USE. es cough valid
for use only with MTek® connerdorsThis design is basedonly upon parameters shown, are is for anindividual budding component. not a trusts
system. Before use, Me building designer must verify, the applicability of design parameters and property incorporate this designinto the overall budding design
Bracing indicated is to prevent buckling of individual truss web and/or chordmembersonly Additional temporary and permanent braang WOW always requiredforstabilityandtoproverscollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage.
delivery, division and bracing of trusses and truss systems, see ANSVIPII Ouaary Criteria, 056.89 and SCSIBuilding Component 6904 Parke Fast Blvd. Safely information
available from Truss Plate lnstaute, 218 N. Lee Street. Suds 312. Alexandria, VA 22314 Tampa, FL 36610
JobJob TrTruss Type 0ty PfykSqHrn/rnbela 1986 8T13077038Truss
HIP 2
Reference (optional)
Mid-Flond$ Lumber. Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc Mon Jan 29 08.11 45 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-zHsY4grdF7WKiogmkN2kS McNIA? ZtuTTTMVJzgY1S
1-0.0 5-94 i 11-0-0 17$0 I 22.10.12 7 21i-8.0 29$dl1-0-0 5-9-45-2-12 6S-0 5.2.12 5-9
Scale - 1 50.0
4x8 MT20HS =
4X4 =
1 22 23 24 25 5
11 12 lu 9
30 = lx4 II U4 = 30 - US MT20HS = lx4 II 30 =
s:H 11a0 1744 22.10.12 28-6.0
19 4 5-2-12 6-8-0 5.2.12 5.9A
Plate Offsets (X.Y)- I4:0.5-4.0-2-01
LOADING (par) SPACING- 2-0-0 CSI. OEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.09 10.12 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -021 10-12 >999 180 MT20HS 1871143 BCLL
0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 008 7 n/a n/a BCOL
10.0 Code FBC2017fTP12014 Matrix -MS Weight 146lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3 7 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10.6 oc bracing WEBS
2x4 SP No 3 WEBS 1 Row at midpt 4-10 REACTIONS. (
Ib/size) 2=1207/0-", 7=1207/0-4-0Max
Horz 2=115(LC 11) Max
Uplift 2=226(LC 12). 7=226(lC 12) FORCES. (
lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=21451706, 3-4=1660/605, 4-5=1427/595, 5.6=1660/605. 6-7=2145f706 BOT
CHORO 2-13=550/1863, 12-13=550/1863, 10.12=34a/1427, 9-10 =55911863, 7-9=559/1863 WEBS
3-12=5101232. 4-12=751421, 5-10=-77/421, 6-10=510/232 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf. BCDL=3.Opsf; h=15ft, 8=45ft; L=24ft: eave=oft, Cat. II,
Exp B: End. GCpi=O IS: MWFRS (directional) and C-C Exterior(2) -1-0-0to 2-0-0, Interior(1) 2-0.0 to 11.0-0. Extenor(2) 11.0.0 to 21-
10-15, Intenor(1) 21-10-15 to 2941-0 zone,C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL=1.60 plate gnp
DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
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 2.0-0wide will
fit between the bottom chord and any other members This item has been 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=1b) electronically signed and 2=226, 7=226. sealed by Velez, Joaquin, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. JoapinVelezPENo.68182 WTek
USA, Inc. FL Cad 6834 4904
Parke Ent Blvd. Tampa FL 33610 Oats:
January
29,2018 O
WARMNO • Vert& design Par.#. and READ NOTES ON TM AND INCLUDED =TEK REFERENCE PAGE MI.7473 raw. 1000"015 BEFORE USE. Oesign
valid for use only with MTak® connectors This design is based only upon parameters shown, and is for an individual budding Component. note a
cots system. Before use. the budding designer must vent' the appbcabdrry of design parameters and property mcarpbrale this design wife the overall budding
design. Bmwg rndreated is to prevent budding of Individual truss web "or chord members only. Additional temporary and pemtanem brsang M ITOW isalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication.
storage, delivery. ereown and bradngof truss@$ and truss systems, see ANSIRPn duality criteria, OSS49 andSCSI Building Component 6904 Parke East Blvd. SafetyInformationavailablefromTrussPlaneInsldute, 21a N Lee Street. Stue 312, Alexan dris. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty
PlyTjob
k Sq Hmrrribeca-1986-8
T13077039
P19868 A4 HIP 2
Reference (optional)
Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08:11.46 2018 Page I
10:3zzrE 5595gHBgKdROwR6OYzkwee-RTOwHAsFOReBJyOyl4Zz')Cvul2Spi351 h7Cv 1mzgYtR
1-0-0 49 1 9-0-0 14-4-0 19-11.0 23.10.12 1 28-8-0 294;-014.2-12 5441 5-4-0 4.2-12 4.9-4 1-0-0
04 =
LOADING (psf)
TCLL 20.0
TCOL 10.0
BCLL 0.0
SCOL 10.0
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 20 SP No 2
WEBS 2x4 SP No 3
SPACING- 2-0-0
Plate Grip OOL 1.25
Lumber OOL 1.25
Rep Stress Ina YES
Code FBC2017rrP12014
REACTIONS. (lb/size) 2=1207/04-0, 8=1207/0-4-0
Max Hors 2=96(LC 11)
Max Uplift 2=226(LC 12), 8=226(LC 12)
4x8 =
1.50 II 4x8 =
4 21 522 23 24 6
30 = 30 = 3x8 = 30 =
Scale = 1.50.0
4x4 =
CSI. DEFL. in (loc) IIdeO Ud PLATES GRIP
TC 0.44 Vert(LL) 0.1513-16 >999 240 MT20 2441190
BC 0.79 Ven(CT) 0.34 13-16 >999 180
WB 0.17 Horz(CT) 0.08 8 n/a n/a
Matnx-MS Weight 145 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7.63 oc bracing
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2132r762, 3-4=1831/646, 4-5=1835/709, 5-6=183W(119, 6.7=1831/646,
7$=2132r762
BOT CHORD 2-13=-609/1884, 11-13=412/1588, 10-11=-419/1588, 8-10=-617/1884
WEBS 3.13=346/224, 4-13=571408. 4-11=1511418, 5.11=366/192. 6-11=1511418,
6-10=57/408. 7-10=3461224
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf: h=15R; 8=45f1; L=2411; eave=4f , Cal.
II: Exp 8: End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-" to 2-0.0, Intenor(1) 2-" to 9-0411, Extenor(2) 9-0-0 to
24-0-11. Intenor(1) 24-0-11 to 29-8-0 zone;C-C for members and forces d MWFRS for reactions shown: Lumber DOL=1.60 plate
gnp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will r4 between the bottom chord and any other members
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (n=lb)
2=226,8=226.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
fdTek USA` Inc. FL Cat 6634
4904 Parke Ent Blvd Temps FL 33610
Date:
January 29,2018
AWARNING • VoNy dasign penrn4fers and READ NOTES ON TINS AND INCLUDED SOFTEN REFERENCE PAGE Ma7473 rev. 10003Q015 BEFORE USE,
Design valid for use only with MRekO connecton This design ,sbased only upon parameters shown, and ,s for an ugnidual budding component. not FprJppaatrusssystemBeforeuse. the budding designer mustverify the applicability of design parameters and properly incorporate this design ago the overall 1•
budding design Bracing md,cated ,s to prevent budding of md,wdual truss web and/or domed members only Additional temporary and permanent bracing M Tek' s always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the
fabrication, storage, delivery, erection and bracing oftrusses and truss systems. see ANSVTPII Quality Cnterta, OSS-as and SCSI Building Component 6g04 Parke East BNe. SafetyInformation available fromTruss Plate Institute. 218 N Lee Street. Suite 312, Mexandns. VA22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca-1986-8
T13077040
P19868 AS HIP 1 1
Job Reference (optional)
Mid-Floreda Lumber, Bartow. FL. 8 130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 29 08.11:48 2018 Page 1
10:3zzrE55SSgHBgKdROwR6OYzkwee-NsYgirrWY2vvZFYLPVbR4d 8Js6GBpOK9RhO6ezgYtP
1-0-0, 39.4 7-0-0 11-10.1 16-9-15 21&0 24-10-12 28-8-0 2941-0
3.9-4 3-2-12 a-10-1 a-11-13 4-10.1 3-2-12 3.9-4
5x5 = 30 = 1.5x4 II Sx5 =
a 2021 22 23 ° 24 25 76.00 F12
1.5x4 J 15x4
3 8
2a.
Scale = 1.50.0
rd
1
9
d
I I 10 d
l5 14 13 26 27 12 28 29 11
3x8 30 = 6x8 MT20HS = 4x8 = 3x4 = 3x8
4x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCOL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Ina NO
BCOL 100 Code FBC2017frP12014
LUMBER -
TOP CHORD 20 SP No.2 'Except'
4-7 20 SP No.1
BOT CHORD 2x6 SP No.1
WEBS 20 SP No.3
REACTIONS. (lb/stze) 2=1981/0-4-0, 9=2210/0-4-0
Max Harz 2=77(LC 6)
Max Uplift 2=467(LC 8), 9=559(LC 8)
CSI. OEFL. in (loc) Udefl Ud PLATES GRIP
TC 0.82 Vert(LL) 0.2512-14 -999 240 MT20 244/190
8C 0.92 Vert(CT) 0.5012-14 -691 ISO MT20HS 1871143
WS 0.82 Harz(CT) 0.11 9 n/a n/a
Matrix -MS Weight: 169 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins.
BOT CHORD Rigid ceiling direly applied or 7-2-13 Gc bracing.
FORCES. (lb) - Max. ComplMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3960/931, 3-4=3768/893, 4-5=5021/1271, 5-6=501911301. 6-7=501911301,
7.8=-4287/1101,8.9=-4477/1134
BOT CHORD 2-15 =776/3521. 14-15=697/3318, 12-14=1152/5021, 11-12=883/3779, 9.11=956/3980
WEBS 4-15 =11286. 4-14=561/2161, 5-14=-419/168, 6-12=5761264, 7-12=368/1571.
7-11=-69/620
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasil=108mph, TCOL=4.2psf; BCOL=3.Opsf; h=158; "Sf1: L=24ft; eave=oft; Cat.
II; Exp B: End.. GCpi=0.18; MWFRS (directional), Lumber OOL=1 60 plate grip OOL=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 nonconwrtent with any other live loads.
6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb)
2=467, 9=559.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 106 Ib up at
13-7-4, 97 lb down and 106 lb up at 15-7-4, 97 lb down and 106 lb up at 17-7-4, and 97 lb down and 106 lb up at 19.7-4, and 187
lb down and 207 lb up at 21.841 on top chord, and 778 lb down and 219 lb up at 12-9-8. 66 lb down at 13-7-4. 66 lb down at
15.7-4.66 lb down at 17-7-4. 66 lb down at 19.7-4, and 66 lb down at 21-7-4, and 268 lb down and 100 lb up at 21-8-0 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).
LOADCASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-4=60, 4-7=60, 7-10=60, 2-9-20
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
WTek USA, Inc. FL Cert Will
4904 Parke EndBlvd Tampa FL 33610
Dab
January 29,2018
0 WARMNG - Verify design parametrs aM READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE 110F7473 rw. 14,10=015 BEFORE USE. a s
Design valid for use only with MTekm connectors This design is based only upon parameters shown, and is for an individual bnleng component, not
a truss "am Before use, the budding designermust verify the applicability of design parameters and properly incorporatethis design addthe overall
budding design. Bracing indicated is to prevent buC 119 ofindividual truss web andfor chard members only. Additional temporary and permanent bracing MTek' is always required for stability and to prevent collapse with possiblepersonal injury and property damage. Forgeneral guidance regarding the
fabrication, storage, delivery, erection and bracing of lasses and truss systems, see ANSUTPII CYaaly Cohorts. OSS49 and SCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTrussPlateinsisted. 213N Lee street. suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Park Sq HMTnbeca6 8 198tyT13077040
P19868
A5 HIP 1 1 Job
Reference toptionall IAd•
Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. InC. Mon Jan 29 08:11:48 2018 Page 2 ID.
3zzrE5595gHBgKdROwR6OYzkwee.NsYgiruWY2uvZFYLPVbR4d 8Js6GBpOK9Rh06ezgYtP LOAD
CASE(S) Standard Concentrated
Loads (Ib) Vert:
7=140(F) 13=778(F) 11=309(F 41) 20=97(F) 23=97(F) 24=97(F) 25=97(F) 26= 41(F) 27 41(F) 28 41(F) 29=-41(F) 0
WARMNG • VerNy design parametersand READ NOTES ON rle5 AND INCLUDED dRTEK REFERENCE PAGE 11411-7473 red. 104347013 BEFORE USE e Design valid
for use only wth MTak® connectors This design is based only upon parameters shown. and is for an intdmdual budding component, not a truss
system Before we. the kidding designer must verify the applicability of design parametersand popady mcorporate this design ado the overall budding design.
Bracing indicated is to prevanl buckling of nMmdual truss weband/or chord members only. Additional temporary and Permanent bracing MiTek' is alwaysrequiredorstabilityandtoprevanlcollapsewithpossiblepersonaluyuryandpropertydamageFargeneralguidanceregardingthefabrication, storage,
delivery. erecoon and bracing of trusses and truss systems. see ANSVTPh Owlky, Crlterle, 03649 and SCSI Building Component 6004 Parka East Bled. Safety InformationavailabletramTrussPlateInstitute. 218 N Lee Street. Suite312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sit Hn fribeca1911 8
T13077041
P19868 A6 HIP 1 1
Job Reference (optional)
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08 11 49 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee r252vBv8JMOrtWP7XzO6gc gXK5GSOwKxUN5RZe5zgYtO
7,M 11-10.1 16-9.15 214W 24.10-12 28-0.0 29-8-0I3.2.12 4-10.1 4-11-13 4.10.1 3-2-12 3-9-4
3x8
5x5 = 3x4 = 1.5x4 II
4 19 20 5 21 22 23 24 E5 26 27
5x5 =
14 ] 1 12 11
74 = 40 = 4xa = 7x6 =
Scale = 1.50.0
16-9-15 21a-0 28-8.0
7-0-0 4511 4-11-13 4.10.1 7-0-0
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip DOL 1.25
TCOL 10.0 Lumber OOL 1.25
BCLL 0.0 - Rep Stress Incr NO
BCOL 10.0 Code FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
4-7 2x4 SP No 1
BOT CHORD 2x6 SP No 2
WEBS 2x4 SP No.3
REACTIONS. (lblsize) 2=2141/044, 9=2134/0-4-0
Max Horz 2=77(LC 6)
Max Uplift 2=564(LC 8). 9=562(LC 8)
CSI. DEFL. in (loc) I/de0 Ud
TC 0.75 Vert(LL) 0.2412-13 999 240
BC 0.93 Vert(CT) 0.48 12-13 723 180
WB 0.55 Horz(CT) 0.12 9 n/a rda
Matrix -MS
3x8
PLATES GRIP
MT20 2441190
Weight, 169 lb FT = 20%1
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc puriins.
BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=433311147, 3-4=-4146/1116, 4-5=-4765/1314, 5-6=-4764/1313, 6.7=4764/1313, 7-8=414611116, 8-9=
4328/1146 BOTCHORD 2-14=96813851, 13-14=892f3627, 12-13=
1195/4765, 11-12=-892/3627, 9-11=967/3846 WEBS 4-14=761629.4-13=372/1444, 5.13=-
6251280, 6.12=599/278, 7-12=371/1444, 7-11=751626 NOTES- 1) Unbalanced roof live loads have
been considered for thisdesign.
2)
Wind ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph.
TCOL=4.2psf, BCDL=3.0psf; h=15f1; 8=45ft, L=24ft, eave=4ft: Cat. 11. Exp B; End., GCpi=O 18; MWFRS (directional); Lumber OOL=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 bads. 5) - This truss has been designed for a live bad of 20.
Opsf on the bottom chord in all areas where a rectangle 344 tallby 2-0.0 wide will fitbetween the bottom chord and any other members. 6) Provide
mechanical connection (by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) except (il=1b) 2=564,9=562. 7) Hanger(s) or other connection device(s)
shall be provided sufficient
to support concentrated load(s) 187 lb down and 207 lb up at 7-0.0, 97 Ill down and 106 lb up at 9.
412, 97 lb down and 106 lb up at 11-0.12. 97 lb down and 106 lb up at 13.412, 97 lb down and 106 lb up at 14-4 0. 97 lb down and
106 lb up at 15-7-4, 97 lb down and 106 lb up at 17-7-4. and 97 lb down and 106 lb up at 19.7-4, and 1117 lb down and 207 lb up at
21-8-0 on top chord, and 268 Ill down and 100 Ill upat 7-0-0, 66 lb down at 7 12, 66 lb down at 9 12, 66 lb down at 11 12, 66 lb
down at 13-0-12. 66lb down at 14-4 0, 66 lb down at 15-7-4. 66 lb down at 17-7-4, 66 lb down at 19.7-4, and 66 Ill down at
21-7-4, and 268 lb down and 100 lb up at 21-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the
LOAD CASE(S) section, bads applied to theface
of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead r Roof live (balanced): Lumber Increase=
1.25, Plate Increase=
1.25 Uniform Loads (plf) Vert: 1-4 6% 4-7=-60, 7-10=
60, 2-9=
20 This item has been electronically signed and sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of
this document are not considered
signed and sealed and
the signature must be
verified on any electronic
copies. Joaquin Velez PE No.
68182 Well; USA. trio.
FL Cart 6634 8904
P8tk4 Eafd Blvd. TampaFL
33810 Dab: January 29,2018 Q
WARNING . Vrlfy design p rramefers and READ
NOTES
ON THIS AND
INCLUDED MMX REFERENCEPAGE 1110167473 rev. 14003r2015BEFOREUSE Design validfor use only with MTek® connectors This design isbased
only upon parameters shown, andis for an mdmdual building componem, not a truss system. Before use, the building designer must verify the applicability
of designparameters and property mcarprale this designinto theoverall budding design. Bracing indicaled rs to proversbudding of UWrvidualtruss web
andlof Nob members only. Additional temporary and permanent bracingWOW is always required for stability and to prevent collapse with possible personalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage. deYvery. erection and "Ong of trusses and truss systems, am
ANSVTPII QuaIky, Criteria, OS049 and SCSI BuddingComponent 6004 Parke East BNd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suds312. Alexandna, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty,]Ply--rSq
Hrt Tnbeca 1986 B
T13077041
P19868 A6 HIP
eference (optional)
N t -monaa Sumner, tOROW. rL. a. tJU s Sep 15 2011 Mtiek Industries. Inc. Mon Jan 29 0a:1 1:49 2018 Page 2
10:3zzrE SSSSgHBgKdRO WR6OYzkvvee-r252vBv8JMOniAP7 XzO6gcctXK5GSOWKINN5RZe5zgYtO
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert. 7=140(F) 14=268 4=140(F) 19=97(F) 20=97(F) 21=97(F) 23=97(F) 25=97(11c) 26=97(F) 27=97(F) 28=41(F) 29=41(F) 30=41(F) 31=-41(F) 32-41(F)
33=-41(F) 34 41(F) 35=-41(F) 36=309(F=41)
0 WARNING- VarNy 0aslgn pvam.rars eM READ NOTES ON rM ANO INCLUDED atr7EK REFERENCE PAGE 0140.7473 rov. 1400=019 BEFORE USE. a
Design valid foruse onlywith Wek® connectors This design isbased only uponparameters shown. and rs foranntdowdual building component. not
a truss system. Before use. the building designer must verity 1ho applicability ofdesign parameters and properly mcorporsts this design untothe overall
budding design. Bracing indicated is to prevent budding of individual truss web andlor chard members only. Additional temporary and permanent bracing WOWaprsaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. Forgeneral guidance regarding the
fabrication. storage. delivery. ere Lion and bracing of trusses and truss systems. see ANSVIPII Quality Criteria, OSS-49 and 8CS1 Building Component 6004 Parke East Blvd. SafetyInformation available boatTruss Plate Institute. 218N. Lee Street. Suds 312. Alesandna. VA22314. Tampa. Fl. 36610
Job Truss Type Ory Sq Hm/Tnbeca-1986-8Truss
T13077042
P19868 81 SPECIAL 1 1011yPark2JobReference (optional)
Mld-Flonda Lumber. Bartow. FL 8.130 s Sep 15 2017 MTek Industries. Inc Man Jan 29 08:11:50 2018 Page 1
10.3zzrE 5595gHBgKdROwR6OYzkwee-JFIR7Xvm4g8caZiiXwev924T19AfiddcIA7AXzgYtN
3-3-0 frM 9-3-11 12-5-10 1 15-7-9 1&11 I3.3.0 3-0-8 3-0-3 3-1-15 3-1-15 3-3-11
Scale = 1:33.1
3x4 = ax6 = 4x4 II 8x10 MT20HS = 2x4 II WO= 9
11
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.00
TCDL 10.0 Lumber DOL 100
BCLL 0.0 Rep Stress Inv NO
BCDL 10.0 Code FBC20171TP12014
LUMBER -
TOP CHORD 20 SP No.2 'Except'
4-8: 2x4 SP No.1
BOT CHORD 2x6 SP OSS
WEBS 2x4 SP No.3 'Except'
4-12,6.12,6.10,8-10: 2x4 SP No.2
REACTIONS. (Iblsize) 1=1858/0-4-0, 9=2504/0.7-4
Max Horz 1=159(LC 8)
Max Uplift I=247(LC 8). 9=376(LC 5)
Max Grav 1=2004(LC 13). 9=2793(LC 13)
IE
CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TC 0.89 Vert(LL) -0.27 12 >832 360 MT20 2441190
BC 0.67 Vert(CT) -0.57 12 >397 240 MT20HS 1871143
WS 0.84 Horz(CT) 0.05 9 n/a n/a
Matrix -MS Weight: 218 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 2-10-4 cc pudins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ile) or less except when shown.
TOP CHORD 1-2=39791493, 4-5=12230/1677, 54=12230/1677, 6-7=69251935. 7-8=69251935.
8-9=2425/338
BOT CHORD 1-14=56913589, 13-14=1444/10245. 12-13=1565/11047, 11-12=1593/11755,
10-11=1593111755, 9-10=771556 WEBS 2-14=32212487, 5-
12=829/130, 6-11=23MK 7-10=-839/142, 4-12=131/1248. 6-12=128/496, 6-
10=50471688. 8-10=897/6656, 4-14=7011/956, 2-4=3502/518 NOTES- 1) 2-ply truss
to
be connected together with I Od (0,131'x3") nailsas follows Top chords connected as follows:
2x4 - 1 row at G-7-0 cc. Bottom chords connected as follows
2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 20 -
1 row at 0-9-0 cc, 2) All loads are considered
equally applied to a6 plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided
to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads
have been considered for this design. 4) Wind: ASCE 7-10,
Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, 8=45ft; L=24ft, eave=oft, Cat. 11; Exp 8; End., GCpi=
0.18: MWFRS (directional); Lumber DOL=1.60 plate gnp OOL=1.60 5) Provide adequate drainage to
prevent water ponding. 6) All plates are MT20
plates unless otherwise indicated. 7) This truss has been
designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been
designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fin between the bottom
chord and any other members. 9) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 1=247, 9=376. 10)
Girder carries tie-in
span(s) 5-0-0 from 6-3-8 to 18.11-4 11) Hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the
responsibilrty of others. This item has beenelectronically
signed and sealed by
Velez, Joaquin, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on
any electronic copies. Joaquin
Velez PE No.68182IWTekUSA, Inc. FL Can
NU 8904 Parke Eag Blvd. Tampa
FL 33610 Date: January 29,2018 0
WARMNG •
Varf/y design
para nefersand READNOTES ONTMSAND INCLUDEDIIOrEK REFERENCE PAGE MF7473 rw. I40VYl015 BEFORE USE. Design valid for use only with
MTek® connectors This design is based only upon parameters shown, and is for an individual budding component. not a truss system. Before use. the
budding designer must verify the appbcals" of design parameters and properly incorporate this design uno the overall budding design. Bracing indicatedrs to prevent
buc" of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to preventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of
trusses and truss systems, see ANSVIPII Quality Criteria, OSS-e5 and BCS1 Building Component 6906 Puke East Blvd Safety Information available from Truss Plate Institute. 216 N. LeaStreet, Suite 312. Aleiiandna. VA 22314. Tampa, FL 36610
Jab Truss Truss Type Oty Ply Park Sq Hmrrnbeca19a6 8
T13077042
Pt986B 81 SPECIAL 1 I b Reference o Gonal
Mid-Florida'Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industnes, Inc. Mon Jan 29 08:11:50 2018 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-JFIR7Xvr ScoZijXwev924TlgdhddcIA7AXzgYIN
LOAD CASE(S) Standard
1) Dead r Roof Live (balanced): Lumber Increase=l 00, Plate Increase=1.00
Uniform Loads (pit)
Vert 1-3=-60, 4-8=252. 9• t 5=20
Concentrated Loads (Ib)
Vert 4=-429
AWARNING • Vert/ydesign pent—fera and READ NOTES ON THIS AND INCLUDED MTTEN REFERENCE PAGE M&7473 rav 160=015 BEFORE USE. e
Design valid for use only with MTelim connectors. This design is based "upon parameters shown, and is for anindividual budding component, not
truss system. Before use, the budding designer must verify the appkabddy of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of indrvidual truss web and/or chord members only. Additional temporary and permanent bracing MOWisalwaysrequiredfarstabMty, and to preventcollapse with possible personal injuryand propertydamage. For generalguidance regarding lee
fabrication, storage, delivery, uecinco and bracing of trusses and truss systems, we ANSVTPII Quality Criteria. 03849 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 210 N Lee Street. Suite 312, Alexandria. VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Park So Hmfrnbeca-1966-8
T13077043
P19868 82 SPECIAL 6 1
Jab Reference tnonal
Mid -Florida "lumber, Bartow, FL 8 130 s Sep 15 2017 MITek Industries. Inc Mon Jan 29 OB 11:51 2018 Page 1
ID 3zzrE5595glegKdROwR6OYbtwe"RDpKtwOrzGTOIHw4e98iFeer37908zmrOwglzzgY(M
1 33-0 I &39 ( 8-8-14 It-"13$1d 13 ;11-2 t6 5 1&t14
13-0 1-0.8 2-5-6 2-7-2 2-a-14 42 2-5-3 2515
Sine = 1 33 0
14
H
2x4 11
3
10
3x8 = 8x8 MT20HS = 5.5 II 4x8 = 20 I I 8x12 MT2OHS = 20 I I 6x8 =
6.3.8 841-14 11 4-0 ! 13.6-14 13,11-2 164-5 !a"-! 133-0 348 2-9-6 2-7.2 2 1a 62< 2-5-3 21.t5
h
LOADING (psf) SPACING- 2-0.0 CST. OEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.00 TC 087 Vert(LL) 0.39 13-14 >577 360 MT20 2441190
TCOL 10.0 Lumber OOL 1.00 BC 0.91 Vert(CT) 0.73 13-14 >309 240 MT20HS 1871143
BCLL 0.0 Rep Stress Inv NO WB 090 Harz(CT) 0.08 10 n/a n/a
BCOL 10.0 Code FBC2017frP12014 Matnx-MS Weight: 109lb FT = 20%r
LUMBER- BRACING -
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 1-7-6 oc purlins,
4-9: 2x4 SP DSS except end verticals.
BOT CHORO 2x6 SP DSS 'Except' BOT CHORD Rigid ceiling direly applied or 5-8-1 oc bracing.
10-12 2x6 SP No 1
WEBS 2x4 SP No 3 'Except'
3-15.4-16.8-10,8-12: 20 SP No.2
REACTIONS. (lb/sae) 1=1413/0-4-0, 10=127510-7-4
Max Harz 1=159(LC 12)
Max Upldt 1=123(LC 12). 10=-45(LC 9)
Max Grav 1=1618(LC 17), 10=1641(LC 17)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 1-2=3160f748, 4-15=68/268. 4-5=4667/1928, 5-0=-8667/1928, 6-7= 6062/1029,
7-8=-6059/1028
BOT CHORD 1-16=863/2857, 15-16=2099n977, 14-15=2226/8482, 1314=1542/8101,
12-13=1542/8101, 11-12 =558/3538, 10-11=558/3538
WEBS 2-16-480/2043, 4-16-5422/1308, 2-4=2804/796, 5.14=298/23, 7-12=313/26,
4-14=2601490. 6-14=-412/708, 6-12=2172/547, 8-10=3576/566. 8-12=506/2712
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15R, B=45ft: L=24ff: eave=4f1: Cat
It: Exp B: End., GCpi=O IS: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-9-8 zone;C-C for
members and farces 3 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 Irve 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
vn11 fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (it=lb)
1=123.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced), Lumber Increase=1.00, Plate lnvease=1.00
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
N17ek USA, Inc. FL Carl 6634
4904 Parka End Blvd. Tampa FL 33410
Dab:
January 29,2018
QWARMNO • V ftd Wgn parameters and READ NOTES ON Ties AND INCLUDED AFTEK REFERENCE PAGE W7473 rev I&O.Wol5 BEFORE USE. a
i
oesign valid tar use only with MTek® connectors This design a based only upon parameters shown. and is for an nidmdual budding component. not
a Inns system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design add the overall
budding design Bong indicated is to prevent budding of individual truss web and/or chard members only Additional temporary and permanent bracing MTek' is always required for atabddy, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication. storage. delivery. erection and bracing oflasses and was systems, we ANSVTP" QualityCmeria, OSS41 and SCSI Budding Component 6904 Parka East SMSafetyinformationavailablefromTrussPleleInstitute. 218 N. Lee Street. Sucre 312. Alexandna. VA22314. Tampa. FL 36610
Jab Taus Truss Type 0ty Ply Park Sq Hm/rnbeca-1986-0
T13077043
P19B68 82 SPECIAL 6 1
Jab Reference a banal
Mid -Florida Cumber, Bartow, FL. 8 130 s Sep 15 2017 MtTek Indusbies, Inc. Man Jan 29 08 11 51 2018 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwe"ROpKtwOrzGTOIHw4e98iFcer37908zmrOwglzzgYtM
LOAD CASE(S) Standard
Uniform toads (pll)
Vert: 1-3=60, 4-9=90, 10-17-20
Concentrated Loads (lb)
Vert: 4-345 24=460(8)
AWARNING- Va11rdesgnparameters and READ NOTES ON TMS ANDINCLUDED MITEK REFERENCE PAGE4100-7473 rev. 140312015 BEFORE USE. e
Design validfor use only withMTek* connectors. This design is based only upon parameters shown, and is for an individualbudding component, not
a truss system Before use. the building designer must verity One applicability of design parameters and property incorporate this design into the overall
budding design. Bracing indicated rs to prevem buc" of individualtruss web and/or card members only. Additional temporary and permanent bracing MTek' is always requiredfor slabmty, and to prevemcollapse with possible personal "and propertydamage For general guidanceregarding ma
fabrication, storage, delivery. erection and bracing of busses and truss systems. see ANSWWl1 quality Criteria, 05849 and SCSI Budding Componem 6904 Parke East BlvdSafetybdonwatnonavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HMrnbeca-1986-B
T13077044
P1986B 63 HIP 1 1
Job Reference (optional)
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 29 08:11:52 2018 Page 1
10:3zzrES595gHBgKdROwR6OYzkwee-GdnBYDxOcHOK1 ts6eLgNETgv?TZh71Ew42fDFPzgYtL
9.8.0 I l41{I r 19-4-0 T20.4-0 I4-5-0 5-0-0
479 =
3 17 18 19
1.50 II 4X _
20 4 21 22 23 245
Scale = 1 34.8
3x4 = 1.50 II 5x8 = 1.50 II
3x4 =
5-0-0 } 9-6-0 ) 14-4-0 19-4-0 I5.0.0 441.0 4$0 S0-0
LOADING (psf) SPACING- 210 CST. DEFL. in floc) IldeB Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.09 9 999 240
TCOL 10.0 Lumber OOL 1.25 BC 0.57 Vert(CT) 017 9 999 180
BCLL 0.0 Rep Stress Ina NO WB 0.26 Harz(CT) 0.05 6 n/a n/a
BCOL 10.0 Code FBC2017frP12014 Matnx-MS
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 20 SP No.3
REACTIONS. (lb/stze) 2=1174/041-0, 6=1174/0.8-0
Max Hart 2=58(LC 6)
Max Uplift 2=277(LC 8). 6=277(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2097/473, 3-4=2384/582. 4-5=2384/582. 5-6=2097/473
BOT CHORD 2-10=354/1821, 9-10=35211832. 8-9=352/1832, 6-8=354/1821
WEBS 3-10=0/313, 3-9=164/681, 4-9=467/202, 5-9=164/681, 5-8=0/313
PLATES GRIP
MT20 2441190
Weight. 871b FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins
80T CHORD Rigid ceiling directly applied or 9-10-14 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind- ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf. BCOL=3.Op3f, h=15R; 8=45ft. L=24ft; eave=aft: Cat.
II; Exp 8, End., GCpi=0.18; MWFRS (directional), Lumber DOL=1 60 plate gnp OOL=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 20.0psf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 wide
will rd between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except qt=lb)
2=277,6=277.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at
5-0-0, 51 lb down and 77 lb up at 7-0-12, 51 lb down and 77 lb up at 9.0-12, 51 lb down and 77 lb up at 10-3-4. and 51 lb down
and 77 lb up at 12-3-4, and 170 lb down and 181 lb up at 14-4 0 on top chord, and 86 lb down at 5.0-0, 36 lb down at 74-12, 36 lb
down at 9 12. 36 lb down at 10-3-4, and 36 lb down at 12-3-4, and 86 lb down at 14-3-4 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 (6).
LOADCASE(S) Standard
1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-3=60, 3.5=-60, 5-7=60, 11-14-20
Concentrated Loads (lb)
Vert. 3=123(F) 5=123(F) 10=-64(F) 8=64(F) 19=51(F) 20=51(F) 21=51(F) 22=51(F) 25=26(F) 26=26(F) 27=26(F)
28=26(F)
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
Wilk USA, Inc. FL Can6834
0904 Parke East Blvd Tampa FL 33610
Oats:
January 29,2018
Q WARNING - V&mV design parameters and READ NOTES ON THIS AND INCLUDED MMK REFERENCE PAGE W7473 rev. 1aieL7016 BEFORE USE.
Oesign vabd for use only with Wek® connectors This design is based only upon parameters shown, and is for an indmitual bwldmg component, not
a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall
budding design. Bracing indicated is to provers buWing of Individual truss web and/orchord members only. Additional temporary and permanent bracing WOWisalwaysrequiredforstabdityandtopreventcollapsewithpossiblepersonalinjuryandPropertydamage. For general guidance regarding the
fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Oualrty, Criteria, 05649and SCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTrussPlateInstoute, 218 N Lee Street, Suite 312. Aloundna. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sot HnVTnbeca-198"
T13077045
P19868 C1 COMMON 4 1 IJob Reference (optional)
Mid-Flonda lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Man Jan 29 08:11:53 2018 Page 1
ID:3arES595gHBgKdROwR6OYzk""gLLZyeNbXBfORIC38cngh4abdsf m3liPnnszgYtK
1.0.0 6-4.0 12-8-0 134W , i 160 i 6-4-0 6-44 1 160 ii
Scale - 1.24.4
4x4 =
l l I
l l
3x4 =
6
1.5x4 n
30 =
12a0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.05 6-12 >999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 6-12 >999 180
BCLL 0.0 Rep Stress Ina YES w8 0.11 Horz(CT) 0.01 4 n/a n/a
BCOL 10.0 Code FBC2017frP12014 Matnx-MS Weight: 48 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 2=567/0-4-0, 4=567/0-4-0
Max Harz 2=70(LC 11)
Max Uplift 2=119(LC 12), 4=119(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=718/263, 3-4=718/263
BOT CHORD 2-6=123/577, 4-6=123/577
WEBS 3-6=111299
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=3.Opsf, h=15ft: 8=45ft: L=24ft; eave=4ft; Cat.
II, Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-" to 2-0-0, Interior(1) 2-0-0 to 6-a-0, Exterior(2) 6341 to
9-4-0 zone,C-C for members and forces d MWFRS for reactions shown: Lumber OOL=1.60 plate grip OOL=1.60
3) This truss has beendesigned for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads.
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 wide
will rd between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb)
2=119, 4=119.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
JoWin Velez PE No.68182
BWTek USA, Inc. FL Ced 6834
8904 Petite End Blvd. Tampa FL 33610
Oahe:
January 29,2018
AWARNING • VwHy deargn parameter; and REAO NOTES ON nOS AND INCLUDEO AO EK REFERENCE PAGE W7473 rev 1400=015 BEFORE USE.
Oasign valid for use only with Wake$ connectors. This design is based only upon parameters shown, and is for an indnwdual building component. not
a truss system. Befors use. the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracingindicatedisto prevent buCidnigofindmdualtrusswebanNa chord members only Ad"onal temporaryand permanent bracing MTek• is always required for stabilityandto prevent collapsewith possible personalinjury and property damage. Forgeneral guidanceregarding the
fabrication. storage. delmery. erectionand bracing oftrusses and truss systems, see ANSVTPl1 Quality criteria, 03049and SCSIBuilding Component 6904 ParkeEast BNdSafetyInformationavailablefromTrussPlateInstitute. 213 N Lee Street, Suds 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HMrnbeca-1986-8
T13077046
P 19868 C2 COMMON 3 1 IJob Reference icotionall
Mid-Flonda lumber, Barlow. FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 29 08 11 54 2018 Page 1
ID:3zzrES595gHBgKdROwR6OYzkwee-COvxtvyH8uf2HAOVmmtrJuEF6HGnbi DXMSKKIzgYU
6-4-0 12-8-0
1.0 0 64-0 644)
4X4 =
30 = 15x4 II
Scale 1/2-=r
3X4 =
Ili
64-0 12.8-0
6-4-0 6.4.0
Plate Offsets (X.Y)— 2:0.2-0.Eds1, [4:0.2-0.Edgeel
LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Gnp OOL 1.25 TC 0.48 Verl(LL) -0.06 5.8 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.47 Veft(CT) -0.11 5-8 >999 180
SCLL 0.0 Rep Stress Inca YES WB 0 l l Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matnx-MS Weight: 46 Ili FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-9.11 cc purlins.
BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing.
WEBS 20 SP No 3
REACTIONS. (Ib/size) 4=504/Mechanical, 2=569/04411
Max Horz 2=68(LC 11)
Max Uplift 4 83(LC 12), 2=121(LC 12)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=725/266, 3-4=724/282
BOT CHORD 2-5=159/583, 4-5=159/583
WEBS 3-5=20/300
NOTES-
1) Unbalanced roof live bads have been considered for this design
2) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=15ft; 8=45191, L=24ft, eave=aft; Cat.
II; Exp 8: End.. GCpi=o.18; MWFRS (directional) and C-C Extenor(2) -1-0.0 to 2-0-0, Intenor(1) 2-0.0 to 6-4-0, Exterior(2) 6-4-0 to
9-4-0 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate gnp OOL=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-" tall by 2-0-0 wide
will fit between the bottom chord and any other members
5) Refer to girder(s) fortruss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (R=lb)
2=121. This Item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
Wilk USA, Inc. FL CeR NU
49M Perk@East Blvd Tampa FL33610
Date:
January 29,2018
Q wARmNO - verity dealyn parameters and REAo NorES off r as AND INCLUOED WMK REFERENCE PAGE W7473 rw. I4113/0115BEFOREUSE. e Design
valid for use only with MRekt connectors. This design is basedonly upon parameters strewn, and is for an individual budding component, not a
truss system. Before use, the building designer must verify the applicability ofdesignparameters ano property incorporate Obis design into theoverall budding
design Bracing indicatedisto preventbucloing ofindividualtruss webandforChM members only. Adddlonal temporary and permanent bracing WOW alwaysrequiredforstabilityandtopreventcollapsewonpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage. delivery. erection and bracing of trusses and truss systems, see ANSvfPn Quality Criteria, 03849 and SCSI Budding Component 6904 Parke East Blvd. Safety
Information available ham Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HmfTribeca-1986-8
T13077047
P 19868 C3 HIP 1 1 IJob Reference tophonall
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 M,Tek Industries. Inc. Mon Jan 29 05,11.55 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee-gCTKAEzvvCnvuKbhJT04s5nS2hdUK9UMmOutskzgYU
S-0-0 7$0 12-&0 13-8-0141 "0}0
S-0-0 219 ( 5."
Scale 1/2-=1'
axe =
15
4x4 =
30 = 1.5x4 11 3x4 =
3x4 =
N
d
5-0-0 7!2 12-8-0
Sfi-0 2-9-0
Plate Offsets (X.Y}- 13.0-5 4.0.2-01
LOADING (psQ SPACING- 2-0-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 034 Vert(LL) -0.03 8-11 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 SC 044 Vert(CT) -0.07 8-11 >999 180
BCLL 0.0 Rep Stress Ina NO W8 0.10 Horz(CT) 0.02 5 n/a hire
BCDL 10.0 Code FBC2017rrP12014 Matnx-MS Weight: 54 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.15 oc puritns
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=792/0-4-0, 5=792104-0
Max Horz 2=58(LC 6)
Max Uplift 2=190(LC 8). 5=190(1-C 8)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1250/283, 3-4=1075/273, 4-5=1251/282
BOT CHORD 2-8=184/1065, 7-8=182/1074, 5-7=183/1065
WEBS 3-8=0/257, 4-7=0/258
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: VuU=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=15ft; B=45ft; L=24ff, eave=4ff; Cat.
11, Exp B. End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=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 20.0psf on the bottom chord in all areas where a rectangle 3-6411 tall by 2.0.0 wide
will rd between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb)
2=190, 5=190.
7) Hanger(s) or otherconnection device(s) shall be provided Sufficient to support concentrated load(s) 170 lb down and 181 lb up at This item has been
5-0-0. and 51 lb down and 77 lb up at 644. and 170 lb down and 181 lb up at 7-S-0 on top chord, and 86 lbdown at 5-0-0, and 36 electronically signed andlbdownat64-0, and 86lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility sealed by Velez, Joaquin, PEofothers.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature.
Printed copies of this
LOADCASE(S) Standard document are not considered
1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and theundortnLoads
Vert: 1-3=60, 34=-60, 4-6=-60, 9.12=20 si nature must be verifiedg
Concentrated Loads (lb) on any electronic copies.
Vert: 3=123(F) 4=123(F) 8 —64(F) 7=-64(F) 15-51(F) 16=26(F) Joaquin Velez PE No.A8182
WalkUSA, Inc. FL Cert 6634
69%Parke East Blvd. Tampa FL 33610
Cab:
January 29,2018
0 WARNING . VeAly design pararmfera and READ NOTES ON TM AND INCLUDED XTTEK REFERENCE PAGE M7473 rev. 144=015 BEFORE USE. es e
Oes,gn valid for use only with MTek® Connectors. This design is based only upon parameters shown, and ,s for an individual building component. not
a truss system. Before use. the building designer must very the applicability of design parameters and property incorporate this design into the overall
buddug design. Bracing ,nd,cated is to prevent buckling Ofindividual trussweband/or chord members only. Additional temporary andpermanent bracing MTek' is always required forstability and to prevent collapse with possiblepersonal injury and property damage. Forgeneral guidance regarthe fabrication.
storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, 03649 and SCSI Building Component 6904 Parke East Blvd Safety
information available *am Truss Plate Institute. 21a N Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty ply Park Sq Hrn/Tnbeca-1986-8
T13077048
P19868 CJ1 JACK 14 1 IJob Reference toptionall
Mid-Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc Mon Jan 29 08 11 55 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee-gCTKAEzvvCnvuKbhJT04s5nWJhi9KAOMm0utskzgYO
1.04 1-0-0
LOADING (psq SPACING- 2-0-0 CSI.
TCLL 200 Plate Grip DOL 1.25 TC 0.07
TCOL 10.0 Lumber DOL 1.25 8C 0.01
SCLL 00 Rep Stress Ina YES WS 0.00
BCOL 10.0 Code FBC2017/TP12014 Maws -MP
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-4-0. 4=-WMechanical
Max Harz 2=35(LC 12)
Max Uplift 3=3(1-C 9), 2=59(LC 12)
Max Grav 3=11(LC 17), 2=130(LC 1).4=12(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown
Scale - 1:7.0
20 =
DEFL. in (loc) 11defl Ud PLATES GRIP
Vert(LL) 0.00 5 >999 240 MT20 244/190
Vert(CT) 0.00 5 >999 180
Horz(CT) 0.00 2 nla n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 1-0-0 oc puffins.
BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing.
NOTES-
Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, SCOL=3.Opsf; h=15f1; B=45ft, L=24ft, eave=4ft, Cat.
11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces d MWFRS for reactions
shown; Lumber OOL=1.60 plate gnp OOL=1.60
2) This truss has been designed for a 10.0 pal bottom chord live bad nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in a6 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 lamt(s) 3. 2.
This Item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Vela PE No.68102
flbiek USA, Ina FL Can 6634
0904 Parke Ent Btd Tempe FL 33610
Dab:
January 29,2018
Q WARMNG • VWNY daelgn parameters and READ NOTES ON TM AND INCLUDED aerEK REFERENCE PAGE 4111-7473 ray. IMMOIS BEFORE USE.
es
Design valid for use only with MTelmm connectors This design is based only upon parameters shown, and is for an inervrieuual building component, not
a miss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall
budding design. Srsong indicated is to prevent buddingof uMmdual trussweb and/or chord members only Additional temporary and permanent bracing WOWisalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication, storage, delivery. erection and bracing oftrusses and truss systems, we ANSVIPII QualityCriteria, OSS-49 and SCSI Budding Component 6904 Parke East BNd
Safely Information avadable from Truss Plate Institute. 218 N. Lee Street. State 312. Alexandria, VA22314 Tampa, FL 36610
Job Truss Truss Type Oty PlyPark Sq HnVTnbeca-1986-8
T13077049
P1986B CJ3 JACK 14 1
Job Reference o clonal
Mi6 londa Lumber, Bartow. FL. S.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08:11:56 2010 Page 1
I03zzrE559SgHBgKdROwR6OYzkwee-SPOiOa XgVWrnWU9tt8kJPJJhi41N3dGW7gdROBzgYIH
I -1-0-0 3."
1-0.0
i
3-0-0 i
SCale I-=1'
20 =
LOADING (psf) SPACING- 2.0.0 CS1. OEFL. in loc) UdeO Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 008 Vert(CT) -0.01 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 000 Harz(CT) -0.00 3 nla n1a
BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=71/Mechanical, 2=188/0-4 1, 4=36/Mechanical
Max Horz 2=62(LC 12)
Max Uplift 3=26(LC 12). 2=50(LC 12)
Max Grav 3=71(LC 1). 2=188(LC 1).4=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3.Opsf; h=15ft, B=451111, L=24111; eave=oft; Cal.
II; Exp B. End.. GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 2-11-4 zone,C-C for
members and forces S MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60
2) This truss has been designed fora 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 fa between the bottom chord and any other members.
4) Referto girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.1i8182
Wilk USA, Inc. FL Cat HU
6904 Pa11le Ead My& Tampa FL 33810
Dab:
January 29,2018
0 WARRING • Verify design parameters and READ NOTES ON TIaS AND INCLUDED WMK REFERENCE PAGE IIOF7473 rev. IOVJ12015 BEFORE USE. a e
Design valid for use only withMTek® connectors This design is basedonly upon parametersshown, and is for an individual buddng component, not
a truss system Before use. the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design Broang indicated rs to prevent bucking of individual truss web andfor chord members only. Additional temporary and pentranem bracing MTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication, storage. delivery. erMon and broong of trusses and truss systems, see ANSVIPII auatlty Criteria, 03849 and SCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Pima Imadme. 216 N. Lee Street. Suite 312. Alexandria. VA22314. Tampa, FL 36610
Job Truss Truss Type Oty Park Sq Hm/Tnbeca-1986-BIPly T13077050
P1986B CJ5 JACK 6 1
ob Reference(optional)
Mid -Florida Lumber, Bartow. FL. S.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08:11.57 2018 Page 1
ID:377 5595gHBgKdROwR6OYzkwee-cba4bw79Rp1d8ek4RuGYxWscrUlyo4WrOKN_wdzgYIG
1-0-0 5-0-0
1-0-0 5-0-0
a
2x4 =
LOADING (psf) SPACING- 2 0 0 CSI.
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.32
TCDL 10.0 Lumber DOL 1.25 8C 0.26
BCLL 0.0 Rep Stress Inca YES V18 0.00
8CDL 10.0 Code FSC2017/TP12014 Matnx-MP
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (Ib/size) 3=127/Mechanical.2=264/0-4 .4=64/Mechanical
Max Horz 2=90(LC 12)
Max Uplift 3=50(LC 12), 2=54(LC 12)
Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1 17.0
DEFL. in (loc) Udefl Ud PLATES GRIP
Veri(LL) 004 4-7 999 240 MT20 244/190
Vert(CT) -0.06 4-7 >988 180
Horz(CT) -0.00 3 n/a n/a
Weight: 18 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES-
1) Wend, ASCE 7-10; VU0140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft: 8=45ft: L=24ft, eave=oft: Cat.
II; Exp B. End. GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -1-" to 2-0.0. Interior(1) 2-0.0 to 4-11-4 zone,C-C for
members and forces d MWFRS for reactions shown. Lumber DOL=1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-" vide
will lit 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 lbuplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
INTO USA, Inc. FLCart 6634
69%Parke End Blvd. Tampa FL 33610
Data:
January 29,2018
0WARNING- Vadydesignpad/orefws and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MB-7473 r . IM MISBEFORE USE. es
Design valid for use only with MTekm connectors. This design is based only upon parameters shown. and rs for an indmdual budding component, not
a truss system. Before use. the budding designermust verity the applicabddy, of design parameters and propertyincorporate this design into the overaa
buddi g design Sractrg indicated is to prevent budding of indmdual truss web and/or chord members only, Additional temporary and permanent bracing WOWisalwaysrequiredtarstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication, storage, delivery. erection and bracing oftrusses and truss systems, see ANSUTP11 ()usury Cigna, 03049 and BCSI Budding Component 6904 Parke East Blvd. Sahty, Information available from Truss Plate Inatdute. 218 N Lee Street. Suite 312. Alexandna. VA22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sg Hm/rnbeca-19W-8
T73077051
P19868 01 COMMON 4 1
Job Reference (optional)
Mid -Florida Wniber, Bartow. FL S.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 29 08 11 57 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkweei'ba4bwo)9Rp1d8ek4RuGYxWspHULdo3GfOKN wdzgYtG
t t2 4.11.4 9.17-4
tTI2 4.17J 5-0.0
4x4 =
1.5x4 11 3xa 1.5x4 II
LOADING (psl) SPACING- 2 0
TCLL 200 Plate Grip DOL 1.25
TCOL 10 0 Lumber OOL 1.25
BCLL 00 Rep Stress Incr YES
BCDL 10.0 Code FBC2017ITP12014
4.11-4 9-11-4
CSI. DEFL. in (loc) Vdefl Ud
TC 029 Vert(LL) 001 5-6 999 240 BC
020 Vert(CT) 003 5-6 999 180 WB 0
08 Horz(CT) 0 00 5 n/a n/a Matri LUMBER-
BRACING -
TOP CHORD
20 SP No.2 TOP CHORD BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 BOT CHORD REACTIONS. (Ib/
size) 7=463&7-4, 5=381/0-" Max Horz
7=103(LC 10) Max Uplift
7=98(LC 12), 5=72(LC 12) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=320/165, 3-4=317/175, 2-7=420/270, 4-5=338/209 Scale = 1
30.9 PLATES GRIP
MT20 2441190
Weight. 60
Ili FT = 20% Structural wood
sheathing directly applied or 6-0.0 oc purlins. except end
verticals. Rigid ceiling
directly applied or 10-0-0 cc bracing. NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10: Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=24ft: eave=oft: Cat. 11; Exp
B: End., GCpi=o.18: MWFRS (directional) and C-C Extenor(2)-1.0-12 to 1-11-4, Intenor(1) 1-11-4 to 4-11-4, Extenor(2) 4-11-
4 to 7-11-4 zone: end vertical left exposed:C-C for members and forces d 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 chard 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 widewill fd
between the bottom chord and any other members. 5) Provide
mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) 7, 5 This item
has been electronically signed
and sealed by
Velez, Joaquin, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Joaquin VelezPENo.68182 hbiek USA,
Inc. FL Cert 6634 4904 Parke
Eno ONd Tamps FL 33610 Oafs: January
29,
2018 Q WARNING -
Verify daslgn parametera and READ NOTES ON THIS AND INCLUDED AMK REFERENCE PACE 11411674I3 now. 10re32015 BEFORE USE. gpgs Design validforuseonlywith001,7011connectorsThis design is based onlyuponparametersshown. and is for an vidrindual building component. noa truss
system. Before use. the building designer must verity the appbcabdnty of design parameters and properly incorporate this design into the overall building design
Bracing indicated is to prevent budding of ridrvndual true web and/or chord members only. Additional temporary and permanent bracing WOW always requiredforslabrbtyandtopreventcollapsewithposablepersonaluquryandpropertydamage. For general guidance regardingthefabrication, storage,
delivery. erection and braong of trusses and truss systems. see ANSVTPII Quality Criteria. OSS-b and SCSIBuilding Componem 69N Parke Fast Blvd. Safety Information
available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Almndna. VA 22314 Tampa. FL 36610
Job Truss Truss Type Oy Ply Park Sq Hm/Tnbece•1986-8
T13077052IP19868D2COMMON21
Job Reference (optional)
Mid -Florida lumber. Bartow. FL. S.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 29 08:11:56 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-4n8SoGOnB79UloJG?rnnUkP 3ugNCWZoS_6YT3zgY1F
1-0 0 54-0 5.0.0
Scale = 1 21.9
4x4 =
6 Do 12
14
2
15
4
I5
6
1.50 11
30 = 3x4 =
4$d 5-0-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udell Lld PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.29 Vert(LL) 0.03 6-13 >999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 6-13 >999 180
BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 4 n/a n1a
BCDL 10.0 Code FBC2017frP12014 Malnx-MS Weight 39 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORO Structural wood sheathing direly applied or 6-0-0 cc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 cc bracing.
WEBS 20 SP No 3
REACTIONS. (lb/size) 2=484/0-4-0, 4=4361043-0
Max Harz 2=57(LC 10)
Max Uplrft 2=164(LC 12), 4=147(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=495/275, 3-4=4801281
BOT CHORD 2-6=1201388, 4-6=1201388
NOTES-
1) Unbalanced rooflive loads have been considered for this design.
2) Wind ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf, BCDL=3Opel; h=15ft, 8=45ft, L=24ft, eave=oft; Cat.
11, Exp B, Part. End., GCpr=0.55; MWFRS (directional) and C-C Exlenor(2) -1-" to 2-0-0. Intenor(1) 2-0.0 to 5-0-0, Exterior(2) 5-0-0
to 8-0.0 zone, cantilever left exposed ;C-C for members and forces 6 MWFRS for reactions shown, Lumber OOL=1.60 plate grip
OOL=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 3-64 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except (t=lb)
2=164, 4=147.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.66182
6Wek USAF Inc. FL Cat W4
6904 Perk* End Blvd Tampa FL33810
Dab:
January 29,2018
0 WARNING - Verily dailg.rparamef. and READ NOTES ON T IS AND INCLUDED WTEK REFERENCE PAGE faL7473 rev. /6111=0/9 BEFORE USE. e
Design valid for use only with MTek® connectors This design is based a* upon parameters shown, and is for anindividual building component. not
a truss system. Before usa. the buildingdesigner must verity the applicability of design parameters and property incorporate s design into the overall
budding design Bracing indicated U to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewebpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe
fabrication, storage, delmary, erection and bracing of trusses andtruss systems, see ANSVIPII Quality Criteria, 05649 and SCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTrussPlateInstitute, 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/rnbece-198"
T13077053
P19868 DJ GABLE 1 1
Job Reference o bonel
Mi6 londa Lumber, 8anow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 29 08:11 59 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee-ZzigOcOPyRHLNxuSYJIOOIOM11 KG_Pyhes57VzgYIE
1-0-0 S-0-0 1044 11-0-0
1-0-0 5d-0 54-0
4x4 =
Stale = 1 21 9
3x4 = 1.50 II 1.Sx4 II 1.50 II 3x4 =
LOADING (pan SPACING- 2-0.0 CSI. DEFL. in loc) Udeft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 5 nh 120
TCDL 10.0 Lumber DOL 1.25 SC 0.25 Vert(CT) 0.01 5 n/r 120
BCLL 0.0 ' Rep Stress Ina YES V143 0.04 Horz(CT) 0.00 14 file 1118
BCOL 10.0 Code FBC2017frP12014 Matnx-MS
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 20 SP No.2
WEBS 20 SP No.3
OTHERS 20 SP No.3
PLATES GRIP
MT20 2441190
Weight: 42 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-" cc purlins.
BOT CHORD Rigid ceding directly applied or 10-0-0 cc bracing.
REACTIONS. A8 bearings 9-8-0.
lb) - Max Horz 2=57(LC 11)
Max Uplrft All uplift 100 Ili or less at loint(s) 4, 7, 6 except 2=100(LC 12)
Max Grav All reactions 250 It, or less at)oint(s) 4, 7, 8, 6, 4 except 2=295(LC 1), 2=295(LC 1)
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof We loads have been considered for this design.
2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf. BCDL=3.Op3f; h-15R; 8=45ft; L-24111; eavez4ft; CaL
11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0.0 to 5-0-0, Exterior(2) $40 to
8*4 zone; cantilever left exposed ;C-C for members and forces d MWFRS for reactions shown; Lumber OOL=1.60 plate grip
DOL=1.60
3) Truss designed for wind bads 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 ANSVrPI 1.
4) Gable studs spaced at 2-" cc.
5) This buss has been designed for a 10.0 psf bottom chard live bad noneoncurrern with any other live loads.
6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-" wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) 4, 7, 6, 4 except
jt=lb) 2=100. 2=100.
8) na
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
fdliek USA, Inc FL Cod 6834
4N4 Parke East Blvd. Tampa FL 33610
Dab:
January 29,2018
0 WARMNO. Vertir design paarnras and READ NOTES ON THIS AND INCLUDED A FTEN REFERENCE PAGE IIOF7473 rev. 101112MO1S BEFORE USE. es
Design valid for use orgy with MTek® connectors This design is based argy, upon parameters shown, and is for an individual budding component, not
a truss system. Before use. the budding designermust verify theapplicability of design parameters and propertyincorporate this design intothe overaa
budding design Bracing indicated is to prevent buckling of indmdual truss web andfor chord members only. Additional temporary and permanent bra" Welk' always required for stability and to prevent eolapse with possible personal injury and property damage For general guidance regarding thefabrication, storage. delivery. erectionand bracing oftrusses and truss systems, see ANSUTPII Oualky Criteria, 051"1 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Noundna. VA 22314 Tampa. FL 36610
Job Truss Truss Type oty Ply Park Sq Hm/Tnbece•1986•B
T13077054
P1986B F1 ROOF TRUSS 12 1 I Job Reference (optional)
MID-1•lorle8 LUmuef, 1S8ItOii, hL.
0-1-8
H 1:9 I
lx3 =
6x6 =
tx3 = 6x6 = 5x6 II 2x6 II axe II
1 2 3 4 5
54
33 32 31 30
2x6 II 6x7 = 6x6 = 6x8 =
o. lou 6 aep 1 i1 zu 1 r MI I ex 1nuumne6. inc. MOO Jan zv uo: Ia:u1 au1 a rage I
10 3zzrE5595gHBgKdROwR6OYzkwee-VMgbR12gU2X3dF2rgkKU6M1T55X2khoF6yLC30zgYlC
3x6 FP = 3x6 FP =
2x8 II
6 7 8 9 10 11 12
29 28 27 26 25 24 23 22
3xl2 MT20HS FP = 2x6 11 4x6 II
1 5x4 SP = 3xl2 MT20HS FP =
4x6 II 1 Sx4 SP =
28-6-6
28bB
D-11B
Scale a 1418 6
1x3 =
6,6 =
4XS 11 2x6 11 5x6 11 6x6 = 1x3 =
13 14 15 18 17
qY
35 d
21 20 19 18
6x6 = 6x6 = 6x7 = 2x6 II
LOADING (psf) SPACING- 1-7-3 CSI. OEFL. in loc) Udefl Ud
TCLL 40.0 Plate Grip OOL 1.00 TC 037 Vert(LL) 0.72 25 466 360
TCOL 10.0 Lumber DOL 1.00 Bc 1.00 Vert(CT) 1.00 25 339 240
BCLL 0.0 Rep Stress Ina YES WB 0.88 Horz(CT) 0.11 18 nla nla
SCOL 50 Code FBC2017fTP12014 Matnx-S
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flal) TOP CHORD
BOT CHORD 20 SP No.2(flal) 'Except'
23-33.18-28 2x4 SP No. 1(flat) BOT CHORD
WEBS 20 SP No.3(flat)
REACTIONS. (fib/size) 33=1244/0-8-0, 18=12441041.0FORCES. (lb) - Max.
Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-
33=1230/0, 17-18=123010, 1-2=1387/0, 2-3=371310, 3-4=5579/0, 4-5=5579/0, 5-6=688210. 6-8=7660/
0, 8-9=794310, 9.10=7943/0, 10-12=7666/0, 12-13=6880/0. 13.14=557910, 14-15=557910,
15.16=3713/0, 16-17=138710 BOT CHORD 31-32=0/2680, 30-31 =014719. 29-
30=016347, 27-29=Of7390, 26-27=0f7943, 25.26=0/7943. 24-25=0f7910, 22-24=0/7393, 21-22=016346.
20-21=014719, 19-20=012680 WEBS 17-19=0/1844, 1-32=0/1844. 16-
19=1711/0, 2-32 =1711/0, 16-20=0/1368. 2-31=0/1368, 15-20=133110, 3-31=1331/0. 15-21=0/
1115, 3-30=011115, 13-21=99410. 5-30=99610. 13.22--W707, 5.29=0/708, 12-22=-67810, 6-29=
67310. 12-24=01434. 6-27=15/557, 10.24=461/0, 8.27=697/157, 10-25=389/521
PLATES GRIP MT20 2441190 MT20HS 1871143 Weight 225 lb FT = 20%F,
11%E
Structural wood
sheathing directly
applied or 6-0.0 oc purlins, except
end verticals. Rigid ceiling directly applied or 14-12 oc bracing.
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) The Fabrication
Tolerance at joint 28 = 11%, joint 23 = 11% 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. Strongbacks to This item has been be attached to walls at their outer ends or restrained by other
means. electronically signed and 6) Due to span to depth ratio of this truss, the floormayexhibitobjectionablevibrationand/or deflection. Building designer to consider sealed by Velez, Joaquin, PE providing means to dampen possible floor vibration. using a Digital Signature. Printedcopiesofthisdocumentarenotconsideredsignedandsealedand
the signature must be
verified on any electronic
copies. Joaquin Velez PE No.
68182 IWTek USA, Inc
FL Cod 6634 8904
Perko Eaet Blvd. Tempe FL
33810 cats: January 29,2018 0
wARHING . v.,tv design prameema and READ
NOTES
ON THIS ANC
INCLUDED AMK REFERENCE PAGEMD. W3 rev. IGOV307015 BEFORE USE. Design valid for use only with Weigel, connectors. This design is based
onlyupon parameters shown, and isforan rrndrvMual budding component, not a trusssystem Before use. the budding designermust verify the applicability
of design parameters and property incorporate this design into the overall budding designBracing indicated is to prevent buc" of individual truss web
and/or chord members only. Additional temporary and pemnanem bracingMOWalwaysrequired forstability and to preventcollapse with possiblepersonal uyury, and property damage. For general guidance regarding the IabnWpn, storage. delivery. erection and bracing of woes and truss systems, see
ANSVTPII Cwlity, Creeds. OSSM and SCSI Building Component 69U ParM East BIvil Safety hAormatwn available fromTruss Plate Institute. 214 N Lee Street. Suite312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Ply Park Sq HnVTnbeca-1986 8
T13077055
P1986B F1A ROOF TRUSS 5 1
Job Reference o bonal
Mid-Flonda lumber
0.1-8
H 42—I
33 32
Ix3 II 4x4 =
Bartow, FL.
31
e.17U s sap l b 2u1 / MI I eK InGUSUteS. Inc. Mon Jan 29 u6 12 u2 zuIa rage I
10:3zzrE5595gHBgKdROwR6OYzkwee-zYOzee3lFMtwEPd1ESrieaZZJVuAT9kONc4lcgzgYtB
5xl2 = 3x4 =
1x3 II 4x5 = 1X3 II 3x6 FP =
3 4 5 6 7 8 9 10 11
I
30 29 28 27 26 25 24 23 22
3x5 = 3x6 FP = 6x6 II 6x7 = 3x5 =
496 = 5x5 =
Ix3 II
12 13 14
21 20
30 = 3x5 =
O-),-B
Scab - 1 48.6
30 =
14
lx3 =
15 16
37
36 rd
19 18 17
30 = 1 x3 II
IS."
14-34410-12 16.3-4
12-11.12 117.12145J, 16.1.12, 28.6.8
12-n-u a6a' a1a ' 4 1 1z.14 i
0-6-00-5a 0-1-6
a.12
Plate Offsets (X.Y)- I1:Edae.0-1-81. f7:0-1-8.Edaei.I16:0-1-S.Edgel. f24:0.1-S.Edael.125-43-0.Edael
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Gnp OOL 100 TC 0.66 Vert(LL) 0.18 29-30 999 360 MT20 2441190
TCOL 10.0 Lumber OOL 100 BC 0.95 Vert(CT) 0.24 29-30 796 240
BCLL 0.0 Rep Stress Ina YES WB 0.71 Horz(CT) 0.03 23 n/a n/a
SCOL 5.0 Code FBC2017/TPI2014 Matnx-S
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flat) TOP CHORD
BOT CHORD 20 SP No 2(flat) 'Except'
17-28 20 SP No. I(flat) BOT CHORD
WEBS 20 SP No 3(flat) 'Except-
9-24. 20 SP No 2(flat)
REACTIONS. (lb/s(ze) 33=731/0-8-0, 17=480/0-8-0. 23=188810.8-0
Max Grav 33=769(LC 3), 17=570(LC 4), 23=1888(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-33=763/0, 16.17=56410, 1-2=719/0, 2-3=1740/0, 3-4=2208/0, 4-5=220810,
5.6=2020/0, 6-7=1308190, 7$=324/472. 8-9=324/472, 9-11-0/1417. 11-12=5531689. 12-13=11571284,
13-14=11571284. 14-15=1115151. 15-16=50310 BOTCHORD 31-32=0/1382, 30-31=0/
2073, 29-30=0/2213, 27-29=011827. 25-27=4831324, 24-25=4721324, 23.24=215710, 22-23=1970/
0, 21-22=936/116. 20-21= 468/963. 19-20=14411242.18.19=0/961 WEBS 7-
25=107710. 8-24=31410, 9.23=
236010. 1-32=01977, 2-32=92310, 2-31 =0/498. 3-31=-463/0. 5-29=32810, 6-29=
0/322, 6-27=77910, 7-27=0/1482, 16-18=0/684, 15-18=-63816, 12-20=0/396, 12-21=
70010, 11-21=0l736, 11-22=108710, 9-22=01112 1, 9-24=0/2396 NOTES- 1) Unbalanced floor liveloads havebeen
considered for this design
Weight:
156111 FT = 20%F, 11%E Structural wood sheathing directly applied
or 64)-0 oc purlins. except end
verticals. Rigid ceiling direly applied or 2-2-0 oc
bracing. 2) All
plates are 3x3 MT20unless otherwise indicated. This item has
been 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. electronically signed and Strongbacks to be attached to walls at their outer ends or restrainedbyothermeans. sealed b Velez, Joaquin, PE 4) CAUTION, Do not erect truss backwards. y q using a DigitalSignature. Printed copies of this document are not considered
signed and sealed and
the signature must be
verified on any electronic
copies. Joaquin Velez PE No.
68182 Wilk USA, Inc.
FL CeR 66U 8904PerksEndBlvd. Tampa FL
33810 Dab: January 29,2018 0 ~
Nvic; - vwNF design parametrs and READNOIEs
ON
Ties AND INCLUDED
NTEK REFERENCE PAGEa01-7473 ray. ISVMQIS BEFOREUSE. Designvakd foruse onlywith MTek® connectors. Thrs designis based
only upon parameters shown. and is for an individual buddaig component, not INbudding a W Belong truss "am. Belouse. the budding designer must verily theapplicabilitypropertyitrtyofdesignparametersandprortyincorporatethisdesignintotheovensdesignBracingindicatedistopreventbuddingofnndmidaaltrusswebandforcard
members onlyAdditionaltemporaryand permanent braongWOWalwaysreQraredforstabdr y and to prevent collapsewith possible personal injuryandpropertydamageForgeneralguidanceregardingthefabrication, varage. delivery. erection and bracing of trusses andImu systems, age ANSVTPII
Quality Criteria. OSBaS and SCSI Building Component 6904 Parke Fast SNd Safety Information available from Truss plate Institute, 218 N. Lee Street, Suite 312.
Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HmfTnbece-1986 B
T13077056
P1986B FIB GABLE 1 1
Job Reference (optional)
Mro-rlOnba Lurnuer, oanvw, rL.
aka
o. r 4u s aep r a a rr Mir im rnvusares. mnc Mg. .ran ca vo r c w Zvi o rege r
ID'3zzrE5595gHBgKdROwR60Yzkvlee-vxVl3J4YnzvdUlnOLsu81?f2sJnlxEmhgwZsgizgYt9
aka
Scale - 145 a
Sae FP =
7 a 9 10 11 12 13 14 15 16 17 19
42 41 40 39 3e 37 39 35 34 33 32 31
W FP =
12-I1a 14.3-1 1574
M.
11-4' 144 ' 144 ' 144 ' 14-0 ' 144 ' 144 144 144 ' 1-34 '10"' 0-f-12 1.40 ' 144 ' 14-0 ' 14-0 ' 144 ' 14-0 ' 144 ' 1.40 ' 144 D-11.4'
0412 06,74 1.2-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) We n/a 999 MT20 2"190
TCOL 10.0 Lumber OOL 1.00 BC 0.01 Vert(CT) We nla 999
BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 25 We We
BCDL 5.0 Code FSC20171TPI2014 Matrix-R Weight: 123 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins,
BOT CHORD 20 SP No.2(flat) except end verticals.
WEBS 20 SP No.3(flat) BOT CHORD Rigid calling directly applied or 10." oc bracing.
OTHERS 20 SP No.3(flal)
REACTIONS. AD bearings 2844.
lb) - Max Grev All reactions 250 lb or less at joint(s) 46. 25. 36, 37. 39, 40, 41. 42, 43, 44, 45. 46, 47, 35, 34,
33. 32, 31, 30. 29, 28, 27. 26
FORCES. (lb) -Max. Comp,IMax. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1x3 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-" oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each buss with 3-10d (0.131- X 31 nails.
Strongbacks to be attached 10 walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.88182
faliek USA, Inc. FL Cent6634
89%Parke End Blvd. Tampa FL 33810
oafs:
January 29,2018
WARNING - VerifydnWparameters and READ NOTESON IMAND INCLUDEDMNK REFERENCEPAGE 4111-7473rev. 1003r20/3BEFORE USE
Design valid for use onlywith MTeW connectors. This design is basedonlyupon parameters shown. and rs for an mdrvidual buddingcomponent, not 21atrusssystem. Before use, the budding designer must vent' the applicability of design parameters and property mcorporare this design into the overall
budding design. Bracing indicated rs to prevent buckling of rndMdual truss web and/or chord members only Additional temporary and permanent bracing MTek' ISalways required for stabilityandto prevent collapsewith possible personalinjury and propertydamage. Forgeneral guidance regardingthe
fabrication, storage. delivery. erectionandbracing ofwoes and (fuss systems. see AN5VTR1 Quality Criteria, 05649 and SCSI Budding Component 6904 Parke East 81W. Safety Information available from Truss Plate Institute. 216N. Lee Street, Suite 312. Alavandna. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbece-1986-8
T13077057
P19868 F2 ROOF TRUSS 1 1
Job Reference factional)
mra-rtorlaa Lalaaer, oanaw, rL.
0.1.6
H f Z121 1
3x4 =
bra = Ix3 11
1 35 2 36 3 37 4 5 a
II
32 31 30 29 28 27
3x4 = 1.3 II
0. IJu Saep Ia zu Ir No i eK Inausales. Inc Man Jan LVuo:1 z.UD zuIa rage I
ID 3zzrE5595gHBgKdROwR6OYzkwee-N735Gf5AYH1U5sLcvaPOGCB 1DlvUgctg3aJPC9zgYt8
1 a
t/4-=1•
26 25 24 23 22 21 20 19 is 17 le
3x6 FP = 1x3 11
t80 4-0-0 6GO 11-7-12 14-1-12 151 a t -12 14L12 2466 27-0B 28$6
1-5-0 2$0 21t0 S-1-12 28O 148 1-B 280 57-12 2$-0 11s4
LOADING (psf) SPACING- 1-" CSI. DEFL, in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.11 28-29 >966 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 Sc 0.91 Vert(CT) -0.15 28-29 >708 240
BCLL 0.0 Rep Stress Ina NO WB 0.36 Horz(CT) 0.02 16 We n/a
BCDL 5.0 Code FBC2017frPI2014 Matrix-S Weight: 149lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.201at) TOP CHORD Structural wood sheathing directly applied or 640 oc purlins,
BOT CHORD 2x4 SP No. 1(flat) *Except* except end verticats.
16-25: 20 SP No.2(flat) BOTCHORD Rigid calling directly applied or 6-0-0 oc bracing.
WEBS 20 SP No.3(flat) *Except'
1-32,15.16 2x4 SP No.2(flat)
REACTIONS. All bearings 12-10.0 except @=length) 32=0-7-4, 16=0-7-4.
lb) - Max Grav Ali reactions 250 lb or less at joint(s) 23, 24. 22, 21 except 32=01(LC 3), 16=402(LC 1). 26=309(LC
3). 27=298(LC 3), 19=660(LC 4), 20=490(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-32-59910, 15-16 =399/0, 1-2 =587/0, 2-3=126410, 3-4=120510. 4-5=78910, 5.6=
789/0, 11-12-01263, 12-13==63, 13-14=48810. 14-15-35M BOT CHORD
30-31=0/1097, 29-30=0/1432, 28-29=Q 789. 27-28=O1789, 26-27=0/450, 20-21-26310, 19-20-263/0.
18-19=01299, 17-18=01661 WEBS 1-31=01756.
2-31=71010. 6-26=-46710, 3-29=3/510, 6-27=01462, 4-29=0/566, 4-28=342/0.5-
27=329/0, 15-17=01456, 14-17=425/0, 10.21=317/0, 13-18=01268, 13-19=751/0. 11-
20=-49010 NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates are 3x3
MT20 unless otherwise Indicated. 3) Recommend 2x6 strongbacks, on
edge, spaced at 10-04) oc and fastened to each truss with 3-10d (0.131" X 3-) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means. 4) CAUTION. Do not erect
truss backwards. This item has been 5) Hanger(s) or other
connection device(s) shag be provided sufficient to support concentrated load(s) 1181b down at 2-1-0, 118 lb electronically signed and down at 4-1-0, 118 (b down at 6-1-0, 190 lb down at19.3-0, 190 lb down at206-8, 190lb down at 22-5.8, and 190 lb down at Sealed by Velez, Joaquin, PE 24-5-8, and 190lbdownat26-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(
S) section, bads applied to the face of the buss are noted as front (F) or back (8). using a Digital Signature. Printed copies of this LOAD
CASE(S) Standard document
are not considered 1) Dead + Floor Live (balanced). Lumber Increase-1.00, Plate Increa3e-1.00 signed and sealed and the Uniform Loads (plf) Vert: 16-32=7, 1-
15=67 signature must be verified Concentrated Loads (lb) on any
electronic copies. Vert: 11=190(F) 35=
118(F) 36=118(F) 37=118(F) 38 =190(F) 39 =190(F) 40=190(F) 41=190(F) Joaquin Velez PE No.48182 Well USA, Inc. FL Cart
1Bb4 ISM Parke East Blvd Tampa
FL U410 Data: January 29,2018 WARNING -
Varlly
deslgn parameters and
REAO NOTES ON nay AND INCLUDED WTEK REFERENCE PAGE a0L7473 rev. 14001112015 BEFORE USE. eear. Design valid for use
only
with Miyake connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before pbt
use. the building designer mustverifytheapabeoyofdesignparametersandproperly, Nu incorporate design into the overallbudding design Bracing aldrcaled rs
to prevent budding of mdrwdual truss web andfor chord members only Additional temporary and permanent bracing WOW always required for stability andtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregantargthefabrication, storage. delivery. erection and
bracing of trusses and truss systems, seeANSWWII Quality Criteria, OSS41 and SCSI BuildingComponent 69N Parke East Blvd Safety Information available hom TrussPlateInstitute. 21a N Lee Street. Suite 312. Alexandra. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca.1986 B
T13077058
P19868 F3 ROOF TRUSS 3 1 IJob Reference (optional)
mio-nonaa LUMUCr, oartow, rL. 0.1J s zap I a cu I r MI I CK lFluu;,ulV* F— M0O Jell 4e VO 14— 4u 10 reye 1
10 3zzrE5595gHBgKdROwR6OYzkwee rKdUU?6oJa9LiQmTW4OkO86STP7f IEWbzgYt7
0.7-0 1-0-0 1-3-0 34 —
1 US = 2 lx7 II 3 14 11 41
Sate a 19.4
3x3 =
8 7
30 II
6
3x3 =
5
3x3 II
37-0
LOADING (psf) SPACING- 14-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TOLL 40.0 Plate Gnp DOL 1.00 TC 0.09 Ved(LL) -0.00 6 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Ved(CT) -0.01 6 >999 240
BOLL 0.0 Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 5 n/a n/a
BCOL 5.0 Code FBC2017fTP12014 Matnx-S Weight 25 lb FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.7-0 oc Puffins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing.
REACTIONS. (lb/size) 8=122/Mechanical.5=122/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) fortruss 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.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.68182
WTek USA, Ina FL Cert 6834
6904 Ponta EastBlvd. Tampa FL33410
Oafs:
January 29,2018
0WARMNG - VaAry dasrgnparematare and REAONOTES ON r16S AND INCLUOEOAMKREFERENCE PAGE a6F7477rev, 14102/5015BEFORE USE.
Oesign valid for use onty, with Wells, connectors. This design is based only upon parameters shown, and is for an Individual building component, not
e truss system. Before use. the budding designermust verifythe applicability ofdesign parameters and propertyincorporate this design intothe overall
binmmg design Bracing indicated is to prevent buci*ng ofindividual truss web and/or chord members arty. Additional temporary and permanent bracing WOWuwsaysrequiredforstabilityandpreventcollapsewithpossiblepersonalinjuryandpropertydamage. Forgeneral guidance regarding the
fabrication, storage. delivery. erection and bracing of trussesandtruss systems, see ANSVTPII Quaft criteria. OSS49 andSCSI Building component 69" Parke East Blvd
Safetyinformation available fromTruss Plate Institute, 216N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, Fl 36610
Job Truss Truss Type Ory Ply Park Sq HmfTnbeca1986-8
T13077059
P19868 F3A GABLE 1 I
Job Reference o tional
Mid-Flonda Lumber. Ballow. FL.
1 3X3 II
a 130 S Sep 15 2011 MITek indUSbleS. Inc. Mon Jan Z9 ua:1Z:06 Zulu Page 1
ID:3zzrE5595gHBgKd.ROwR6OYzkwee.rKdUU?6oJa9LIOwoTHwfpOkP 6TIPSV IE2zibzgY17
2 Ix3 II 3 uf3 II 4 3a3 11
Scale = 19 4
8 7 a 5
34 11 1x3 11 Ix3 11 3x3 11
a11-a 1-4-0 1-Sa 11 2J-0 3.7-0
a11J3 a4 e 1 0 4-0 a2-0 OJ 8 1-4.0
LOADING (psf) SPACING- 1-4.0 CSI. OEFL. in loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) nla nla 999 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) nla nla 999
BCLL 0.0 Rep Stress Ina YES WB 0.02 Horc(CT) 0.00 5 nla nla
BCDL 5.0 Code FOC2017frPI2014 Matrix-R Weight: 20 Ile FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puriins,
BOT CHORD 20 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flal) BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 3-7-0.
lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ile) or less except when shown.
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-" oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each buss with 3-10d (0.131" X 3") nails.
Strangbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Vales PE No.611182
Iibiek USA, Inc. FL Cori 6634
6904Parka East Blvd Tampa FL 33810
Dab
January 29,2018
0 WARNING • Verify design paarnotas and READ NOTES ON TMS AND INCLUDED aB EK REFERENCE PAGE aaJ-7473 rev. 16VWOIS BEFORE USE.
a
Design valid for use onlywith Wakeconnectors. This desgn abasedonly upon parameters shown, and is for an aidnadual buddingcomponent, not
a truss system. Before use. the building designer must venty the applicability of design parameters and properly meorporste this design ado the overall
budding design Bracingindicated is toprevent buddingofmdrodual trussweb andfor Thor! members only Additional temporary and permanent bracng MOWalwaysrequiredforstabilityandtoprevemcollapSewanpossiblepersonalinjuryandpropertydamageFargeneralguidanceregardingthe
fabrKatron, storage. delivery. erewon and braong of trusses and truss systems. a" ANSVTPII QualityCriteria. OSS-49 and SCSI Building Component 6904 Parke East BNdSafetyInformationavailablefromTrussPlateInslituta. 218 N Lee Street. Suite 312. Alesarldna. VA22314 Tampa, FL 36610
Job Truss Truss Type Dry Ply Park Sq HmO Tribeca.1986-B
T13077060
P19868 F5 ROOF TRUSS 5 1
Jab Reference o tional
mra-nmrua r.uinuer, rsanuw, rL. a. r,1u s oep q 4ui t mt r ex maustnes, inc. man San zu ue.l4:uf zula rage I
10 3zzrE5595gHBgKdROwR6OYikwee KWBshL704uHCtAYIO'JRuLdHYEWGF6aM7WuoWH2zgYt6
0.10-0 i 100 13-0 3xe
i
1 3xe = 2 1x3 i11 3 lx3 II 4
Scale = 1 9 4
3x3 II 3x3 II
LOADING (psf) SPACING- 2.0-0 CSI.
TCLL 40.0 Plate Gnp OOL 1.00 TC 0.13
TCOL 10.0 Lumber DOL 1.00 BC 0.12
BCLL 0.0 Rep Stress Ina YES WB 0 10
SCOL 5.0 Code FBC2017/TPI2014 Matnx-S
LUMBER -
TOP CHORD 20 SP No.2(flat)
SOT CHORD 20 SP No.2(flat)
WEBS 2x4 SP No.3(ftat)
REACTIONS. (lb/sae) 8=19710-4-0, 5=197/Mechanical FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3.10.
0 3.10-
0 1OEFL. in (
loc) Udefl Ud PLATES GRIP Vert(LL) -
0.01 6 >999 360 MT20 244/190 Vert(CT) -
0.01 6 >999 240 Horz(CT)
0.00 5 n/a n/a Weight: 26
lb FT = 20%F, 11%E BRACING - TOP
CHORD
Structural wood sheathing direly applied or 3-10-0 oc purllns, except end
verticals. BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing. 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. This item
has been electronically signed
and sealed by
Velez, Joaquin, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Jowin Velez
PE No.68182 Wall USA,
Inc. FL Cert 6634 4%4
Parke End Blvd. Tampa FL 33610 Dab: January
29,
2018 0 WARMNG -
Vr1ry design pannnefrs atM READ NOTES ON TMAND INCLUDED =TEK REFERENCE PAGE W7473 rw. fai0373015 BEFORE USE. e Design valid for
use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system
Beforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing
indicated is to prevent buddingof individual truss web "or chord member only. Additional temporary and permanent bracing MTek' is always requiredforstabdiyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regardingthe fabrication, storage. delivery.
erection and bracing of trusses and trusssystems, We ANSVTPH Owliry Criteria, 05649 andSCSI Building Component 690s Parke East BlvdSafety Information availablefromTrussPlateInsttuta. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL36610
Job Truss Truss Type oty Park Sq HmiTnbeca1986-8ty
T13077061
P19868 F5A GABLE 1 1
JobReference (optional)
MidFlonda LWnDer, Bartow, FL.
1 3x3 II 2 1x3 II
is.13u s 5ep 1b zuv Mt i elt inoustnes, Inc. Mon .Ian zv ua 1z usizula rage I 10:
3zzrE 5595q HBgKdROwR6OYzkwee-oilEvh 73rCP3yK48ary7urpWwgAt2pH1YX4pUzgYt5 3
IX3 II 4 34 II scam
a 19.4 e
7 8 5 3x3
II 1x3 II Us II 3x3 II 1-
2-8 1-11-02-2-02-6-0 3.10.0 1-
2.8 1 0-4-9 0.2-00.3.9 03.8 14-0 LOADING (
pap SPACING- 2-0-0CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL
40.0 Plate Grip OOL 1.00 TC 0.06 Vert(LL) n/a n1a 999 MT20 244/190 TCOL
10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 SCLL
0.0 Rep Stress Ina YES W8 0.03 Horz(CT) 0.00 5 n/a n/a SCOL
5.0 Code FOC2017ITP12014 Matrix-R Weight: 21111 FT = 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purling, BOT
CHORD 20 SP No.2(flal) except end verticals. WEBS
2x4 SP No.3(flat) 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS
2x4 SP No.3(flal) REACTIONS.
All bearings 3-10-0. Ib) -
Max Grav All reactions 250 Ili or less at loint(s) 8, 5, 6, 7 FORCES. (
Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES-
1)
Gable requires continuous bottom chord bearing. 2)
Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web) 3)
Gable studs spaced at 1-4-0oc. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbedts
to be attached to walls at their outer ends or restrained by other means. This
item has been electronically
signed and sealed
by Velez, Joaquin, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. JoaquinVelaPENo.68182 Nliek
USA, Inc FL CarlGM 0904
Parke East Blvd Tampa FL 33610 Dab:
January
29,2018 Q
WARNING • 10.0l design parsrrreters smd REAO NOTES ON THIS AND INCLUDED deTEK REFERENCE PAGE M7473 rev. 14011=015 BEFORE USE. Oesign
valid for use only with Wakeconnectors. This design is based only upon parameters shown, and is for an indmCual building component. not a
truss system. Before use. the budding designer must veiny the appbcabday, of design parameters and property incorporate this design into the overall budding
design. Bracing untreated is to prevent bupdrng of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW ventalwaysrequiredfarstabilityandtoprecollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, aid
a. delivery. erection and bracing of trusses and truss systems, see ANSVTPn Oualdy Cdteda, 03649and SCSIBuilding Componem 6904 Parke Fast Blvd. Salary bdamurtion
available from Truss Plate Institute. 218 N Lee Street, Suds 312. Nexandna. VA 22314. Tampa, Fl 36610
Jab Truss Truss Type Gty Ply Park Sq Hmfrribeca-1986-8
T13077062
P19868 FT2 ROOF TRUSS 1
Job Reference o Uonal
Mid-Flonda lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Man Jan 29 08 12 09 2018 Page 1
ID 3nrE5595gHBgKdROwR6OYzkwee-GvJc618hcVYwaLtfN80TM02MssKLfcLnO_CHdLwzgYt4
l 2r n l s 11-10 7-4-9 9-11.4
2$11 24-15 24-15 2$11
Scale = 1 18.4
I 5x5 =
4xa =
3
5x5 =
5
10 6
3x4 II 3x4 II
l 2811 4.11-10 7-4-9 j 0-114
2811 24-15 24-15 2811
LOADING (psf) SPACING- 1-0-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 100 TC 0.32 Vert(LL) 0.06 8 499 360 MT20 2441190
TCOL 10.0 Lumber DOL 100 BC 0.64 Vert(CT) 0.08 8 499 240
BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.01 6 n/a n/a
SCOL 5.0 Code FBC20171 rP12014 Matrix -MS Weight 111 Ile FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins,
BOT CHORD 2x6 SP No.2 except and verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=165110-4-0, 6=166710.7-4
Max Uplift 10=245(LC 4). 6=245(LC 5)
FORCES. (lb) - Max Comp.lMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=14621220. 1-2=2908/428, 2-3=2908/428, 3-4=2932/428, 4-5=2932/428, 5-6=1471/220
BOT CHORD 9.10=381253, 8.9=601/4118, 7-8=601/4118. 6-7=38/256
WEBS 1-9=419/2858, 2-9=783/129, 3-9=1302/190. 3-7=1277/190, 4-7=781/129, 5-7=419/2879
NOTES-
1) 2-ply truss to be connected together with I Od (0.131"x3") nails as follows,
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc
Webs connected as follows: 20 - 1 rowat 0-9-0 oc.
2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated
3) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCOL=3 Opsf, h=15ft; B=45R. L=24ft; eave=4ft: Cat.
II; Exp B: End.. GCpi=0.18. MWFRS (directional): Lumber OOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) na
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads Printed copies of this
7) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide document are not considered
will fit between the bottom chord and any other members. signed and Sealed and the8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 Ile uplift at joint 10 and 245 Ile uplift
6. signature must be verifiedatjoint
9) Girder monies tie-in span(s). 7-0-0from G." to 9.11-4 on any electronic copies.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 Ile down at 3-9-12, and Joaquin Velez PE No.68182
119 lb down at 5.9-12, and 119 lb down at 7-9-12 on bottom chord. The designiselection of such connection device(s) is the Wilk USA, Inc. FL CeRM4
responsibility of others. 6904 Parke End Blvd. Tampa FL 33410
Date:
LOAD CASE(S) Standard January 29,2018
WARNING - Varby design parameters and READ NOTES ON I M AND INCLUDED WMK REFERENCE PAGE aaF7473 ray. 144=015 BEFORE USE.
a •
Design valid for use only with MTelr® connectors This design is based only, upon parameters shown, and is for an indmdual building component, not
atruss system. Before use. the buddng designer must venty the appbwbddy of design parameters and property mcorporste this design into theoverall
budding design. Bracingindicated is to prevent bucldmgof indnWual truss web and/orchord membersonly Additionaltemporary and permanentbracing MTek- isalways required for stability and to prevent collapse with possible personal vgury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses andmoss systems, see ANSVTPr1 QualityCriteria, OS"9and SCSI Budding Component 6904 Parke East Sled. Safety Information available from Truss Plata Institute. 216 N. Lee Street, Suee 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type ply Ply Park Sq Hn Tnbeca-1986-8
T13077062
P19868 FT2 ROOF TRUSS 1
Job Reference o dorsal
Mid-Flonda Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead r Roof Live (balanced) Lumber Increase=1.00, Plate Increase=1,00
Undorm Loads (pit)
Vert:1-5=330.6-W0 5
Concentrated Loads (lb)
Vert: 11=30(B) 12=30(6) 13=30(6)
3.130 s Sep 15 2017 MiTek Industries, Inc. Man Jan 29 08:12:09 2018 Page 2
ID 3zzrE5595gHBgKdROwR6OYzkwee-GvJc618hcVYwaU1N80TM02MssKLfclnO CHdLwzgYt4
Q WARMNG • Vedf r design paramefers and READ NOTES ON TNIS ANO INCLUDED MTEK REFERENCE PAGE a0L7473 ray. 10A1312015 BEFORE USE.
Design vatsd for use only with MTcW connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use. the building designermust verify the applicability ofdesignparameters and propery, incorporate this design intothe overall 1•
building design Bracing indicated is to prevent bucidmg ofindividual truss web and/or chord members only. Additional temporary and permanent bracing MTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding thefabrication, storage. delivery. ereaton and bracing of hUsaOs and truss systems, see ANSVrM Ouaaty Criteria, OSS-99 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insunds, 218N Lee Street. Suds 312, Aleaarldna. VA22314. Tampa. FL 36610
Job Truss Truss Type Oy Park Sq Hm/Tnbeca-1986-8ty
T13077063
P19868 J5 JACK 9 1
Job Reference loptionall
Mid-Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc Mon Jan 29 08 12 09 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee GvJc618hcVYwaUIN80TM02MrpKOXcVUO—cHdLwzgYt4
1-0-0 5-0-0
Scab - 1:17.0
20 =
LOADING (psi) SPACING- 2.0.0 CS1. OEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.32 Vert(LL) 004 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 180
BCLL 0.0 Rep Stress Inv YES WB 0.00 Harz(CT) -0.00 3 n/a n/a
BCOL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling dewily applied or 10.0-0 oc bracing
REACTIONS. (lb/size) 3=127/Mechanical. 2=264/0-4-0, 4=64/Mechanical
Max Harz 2=90(LC 12)
Max Uplift 3=50(LC 12). 2=54(1.0 12)
Max Grav 3=127(LC 1). 2=264(LC 1). 4=91(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All farces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; VUN=140Mph (3-secand gust) Vasd=108mph; TCDL=4.2psf, BCOL=3.Opsf; h=15ft, B=45111; L=24ft; eave=oft; Cat.
II, Exp B; End. GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0.0 to 4-11-4 zone,C-C for
members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 pal bottom chord Irve 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-" tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to buss connections.
5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 50 lb uplrR at joint 3 and 54 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Jambi Velez PE No.Ul82
Wok USA, Ina FL Can 6SU
4904Parke End BlvdTampa FL 33610
Date:
January 29,2018
0 WARMNG • Verify design Parameters end READ NOTES ON TM AND INCLUDED IIB EK REFERENCE PAGE M -7473 rev. 14N3r2015 BEFORE USE. e
Designvalidfor useonly with Wake, conneoars. Thisdesign U based only upon parameters shown, and is for an individualbuddingcomponent, not
a buss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall
building design Bracing indicated is to prevent budding of individual truss web and/Or chord members arty. Additional temporary and permanent brsong MTekisahraysrequredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication. storage. delivery. erecaon and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, OSS41 and SCSI Building Component 6904 Parke Fast BNd. Safety Information available from Truss Plate Institute. 210 N Lee Street, Suds 312, Next n ina. VA 22314. Tampa, Fl 36610
Job Truss Truss Type Oty Ply Park Sq HnVTnbeca-1986-8
T13077064
P19868 J7 JACK 14 1 IJob Reference Io bonal
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 29 08 12:10 2016 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee-k5t KN9JNpgnCeEZi7?bzGvxbkiNLykZDsOAuNzgYt3
1-0-0 7fi-0
3X4 =
7-0-0
7-0-0
Scale = 1:21.8
Plate Offsets (X.YI— 12 Edae.0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 >679 240 MT20 244/190
TCOL 10.0 Lumber OOL 1.25 BC 054 Vert(CT) -0.24 4-7 >348 180
BCLL 0.0 Rep Stress Inv YES WB 000 Horz(CT) 0.00 2 n/a n/a
BCOL 10.0 Code FBC2017rrP12014 Matnx-MP Weight. 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORO Structural wood sheathing directly applied or 64-0 oc purlins.
BOT CHORD 20 SP No 2 80T CHORD Rigid ceiling directly applied or 10." oc bracing.
REACTIONS. (lb/sae) 3=183/Mechanical, 2=342/0-". 4=90/Mechaniwl
Max Horz 2=118(LC 12)
Max Uplift 3=73(LC 12), 2=59(1.0 12)
Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10, Vuk=140mph (3-second gust) Vasd=108mph; TCOL=4 2psf, BCOL=3.Opsf, h=15ff; B=45fl, L=24fl, eave=oft; Cat.
11, Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to 6-11-4 zone.C-C for
members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1 60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads
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 73 lb uplift at joint 3 and 59 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies. Joaquin Velez PE No.66162
Wait USA, Ina FL Cent 6634
904Parke End Blvd Tampa FL 33810
Oats.
January 29,2018
QWARNING - Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED AIMEK REFERENCE PAGE MO-1473 rev. 104111307015 BEFORE USE. e
Design valid for use onlywith MTak® connectors This design is based only upon parameters shown, acid rs for an rrldivdual buddingcomponent. not
a truss system. Setrim use, the building designermust venty theapplicaliddy of designparameters and property incorporate this design into the overall
budding design. Bracing indicated a to prevent budding of indmdual truss web ardfor chord members only Additional temporary and permanent brwng MTek• is always required for stabilityandto prevent colapsewith possible personal injuryand property damage. For generalguidanceregarding the
fabrication, storage. delivery. erection and bracing oftrusses and truss systems, see ANSVIPII Quality Criteria. 05B-a9 and SCSI Building Component 6904 Parka East ShA.
Safety Infomwtion available from Truss Plate Institute, 218 N Lae Street. Suite 312. Nexandna. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Park Sq HnVTribeca-1986-8
T13077065
P19568 KJ5 JACK 4
ty
1
Job Reference (optional)
hna-monaa Lumber, aartow, P-L. a IJU s Sep I b 2011 mr 1 eh industries. Inc. man Jan 29 00 12 11 201 a Page
ID.3zzrE5595gHBgKdROwR6OYzkwee-CHONXjA47oepnpmFrWgW rR4s7I m4PJRW1n*OpzgYt2
1-5-0 7 1411-5-0
I
7 14 1
Scale = 1, to 7
3x4
7-0.14
LOADING (pso SPACING- 2-0-0 CSI. OEFL. in loci) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.80 Vert(LL) -0.11 4-7 >761 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 SC 0.60 Vert(CT) -025 4-7 >341 180 BCLL
0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code F8C20171rP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD 20 SP No.2 BOT CHORD Rigid ceiling direly applied or 10." oc bracing. REACTIONS. (
lb/size) 3=183/Mechanical, 2=375/0.6.7, 4=95/Mechanical Max
Harz 2=90(LC 8) Max
Uplrft 3=61(LC 8), 2=-U(LC 8) Max
Grav 3=183(LC 1). 2=375(LC 1), 4=129(LC 3) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES-
1)
Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft, 8=45ft; L=24111; eave=411. Cat. II,
Exp 8, End.. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chard 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 buss to bearing plate capable of withstanding 61 lb uplift at joint3 and 88 lb uplift at joint
2. 6)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-
6-12, 3 lb down and 11 lb up at 1-6-12, and 3 lb down and 44 lb upat 4-4-12, and 3 lb down and 44 lb up at 4-4-12 on lop chord, and
2 lb upat 1-6-12, 2 lb up at 1.6-12, and 5 lb down at 4-4-12, and 5 lb down at 4-4-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others. 7)
In the LOAD CASE(S) Section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard 1)
Dead r 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:
10=4(F=2, 8=2) 11 =10(F=5, 8=5) This
Item has been electronically
signed and sealed
by Velez, Joaquin, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. JoaquinVelezPENo.68182 Welt
USA, Inc. FL Cat 6634 119M
Pefke East 81vtiTampa FL 33610 Data:
January
29,2018 QWARNING .
Wary design parameters and READ NOTES ON nay AM INCLUDED aBTEK REFERENCE PAGE MO-7473 ray. 1441317015 BEFORE USE. Design
valid for use only with MiTeit® connectors. This design is based Only upon parameters shown, and is for an nMmdual building component. no s
truss system Before use. the building designer must verity the applicability of design parameters and property mcorporats this design wild theoverall building
design Bracing indicated is to prevent buckling of mdmdual truss web andlof chard members only Additional temporary and permanent bracing M Tek' isalwaysrequiredtostabilityandtoproverscollapsewithposstblepersonalinfuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection andbracing of woes and trusssystems, see ANSVTPH Quality Crltena, OS849 and SCSI Building Comparison 6904 parks East BW. SafetyinformationavailablehamTrussplateInstitute. 218 N. Lee Street. Suss 312. Alexandria, VA 22314 Tampa FL 36610
Job Truss Truss Type Ory Ply Park Sq HMfnbeca-1986-8
T13077066IP1986BKJ7JACK31
Job Reference o bona
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08 12 12 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee-getIk2AZuOwVRxOypY132h MLXRapnisgAVHyFzgYt1
1.5.0 5.4-0 9.10.13
1.5.0 5-4-0 48.13
Scale - 121 4
2x4 = act. 5 30
5-
4-0 9.10.13 5441
4$13 LOADING (
psf) SPACING- 2-0-0 CSI. OEFL. in loc) Vdefl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -002 7-10 999 240 MT20 2441190 TCOL 10.
0 Lumber OOL 1.25 8C 0.37 Vert(CT) -005 7-10 499 180 SCLL 0.0
Rep Stress Incr NO W8 0.35 Horz(CT) 0 01 6 n/a n1a BCDL 10.0
Code FBC2017rrPI2014 Matnx-MS Weight. 42 lb FT = 20% LUMBER- BRACING - TOP
CHORD 20
SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purims. BOT CHORD 20
SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP
No.3 REACTIONS. (Ib/size)
4=121/Mechanical, 2=508/0-6-7, 6=338/Mechanical Max Horz 2=
118(LC 8) Max Uplift 4=
56(LC 8). 2=111(LC 8), 6=53(LC 8) FORCES. (lb) - Max.
CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=745/108 BOT CHORD 2-
7=154/679, 6-7=1541679 WEBS 3-7=
0/257, 3-0=739/167NOTES- 1) Wind:
ASCE
7-10, VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15f1; 8=45fl; L=24f1; eave=4tt: Cat. II; Exp B:
End., GCpi=0.18; MWFRS (directional); 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-&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 56 lb uplift at joint 4, 111 lb uplift at joint 2 and 53
lb uplift at joint 6. 6) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12.
3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12. and 27 lb down and 77 lb up
at 7-2-11, and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6.12, 2 lb up at 1.6-12. 5 lb down at This item has been 44-12, 5
lb down at 4-4-12. and 20lb down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord The design/selection of such electronically signed and connection device(s) is the responsibility of others. 7) In the
LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). Sealed b Velez, Joaquin, PE y 4 usingaDigital
Signature. LOAD CASE(S)
Standard Printed copies of this 1) Dead + Roof
Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads signed
and sealed and the Vert t4=60, 5-8=20 -4 Concentrated Loads (lb)
signature must be verified Vert: 13=53(
F=27, 8-27) 14=4(F=2, 8=2) 15=10(F=5, 8=5) 16=35(F=17. 8=17) on any electronic copies. Joaquin Velez PE
No.68182 fiTek Usk Inc.
FLCart 6W 6904 ParkeEast
Blvd. Tampa FL 33810 ogle: January29,
2018
QWARNING - Vertry design
paramafera and READ NOTES ON rNIS AND INCLUDED MEEK REFERENCE PAGE W&7473 rev. 1443/10/7 BEFORE USE. a • Oesign valid for
use only with MTlIt® connectors This design is based only uponparameters shown, and is for an individual budding component, not a truss system.
Before use, the budding designer must verily, the appbcabrbty of design parameters and property incorporate this design into the overall budding design. Bracing
indicated is to prevent budding of ndmdual truss weband/or chord members only. Additional temporary and permanent bracing MTek• rs always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regardingthe fabrication. storage, delivery.
erection and bracing of trusses and truss systems, ace ANSVTPr1 Quality Criteria, 03829 and SCSI Building Component 6904 Parke East Blvd Safety information availablefromTrussPlateInstitute. 214 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL36610
Job Truss Truss Type oy PlyPark Sq Hmfrnbeca1986-B
T13077067
P19a68 MG1 JACK 1 1
Job Reference (optional)
Mid•Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 29 08.12:12 2010 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-gU Ik2AZuOwVRnOypY132h OpXOOpnLsgAVHyFzgYt1
3.7.6 3.4-6
15x4 11
04 = 3x8 11 4
4x4 =
Scale 1/2'=1'
3.7.8 7.0-0
3.7-8 3-4-0
Plate Offsets (X.Yt- WO-2-O.Edael
LOADING (psf) SPACING- 1-0.0 CSL DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 021 Vert(LL) -0.02 5-7 999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.52 Vert(CT) -0.04 5-7 999 180
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 4 n1a n/a
SCOL 10.0 Code FBC2017frP12014 Matnx-MP Weight: 40lb FT = 20%
LUMBER- BRACING.
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing direly applied or 5-1-6 oc purlins,
BOT CHORD 2x6 SP No.2 except end verlicats.
WEBS 20 SP No 3 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing.
REACTIONS. (Ib/size) 1=974/0-".4=788/Mechanlcal
Max Harz 1=48(LC 8)
Max UpIAI 1=219(LC 8), 4=196(LC 8)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1209/264
BOT CHORD 1-5=270/1081. 4-5=27011081
WEBS 2-5=2281992. 2-4= 12331308
NOTES-
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf. BCOL=3.Opsf, h=1511: 8=458: L=24R; eave=4fl. Cat.
11; Exp B: End.. GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 psfbottom 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 3.641 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 beanng plate capable of withstanding 219 lb uplift atjoint 1 and 196 lb uplift at
joint 4.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 lbup at
1 12. and 496 lb down and 130 lb up at 3-0-12. and 496 lb down and 130 lb up at 5-0-12 on bottom chord. The design/selection This item has been
of such connection device(s) is the responsibility of others. electronically Signed and7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B).
Sealed by Velez, Joaquin, PE
LOAD CASE(S) Standard using a Digital Signature.
1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Printed copies of this
Uniform Loads (plf) document are not considered
Vert, 1-3-30. 1-4-10 signed and sealed and theConcentratedLoads (lb)
Vert: 7= 496(B)8=-496(8)9=-496(B) signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MITek USA, Inc. FL Can 6634
6804 Parka EM Blvd, Tampa FL 33810
Dab:
January 29,2018
QWARNING • VeAfydesign parameters andREAO NOTES ON fle5 AND INCLUDED aarEK REFERENCE PAGE W7473 raw. 1di0U20rS BEFORE USE.
Design valid for use drily with MTek® connectors. Thisdesignisbased only upon parameters shown. and is for an vidnndual building component, not
atruss system Before use. the building designermust vent' the applicability of design parameters and property incorporatethis designinto the overall
building design Bracing indicated rs to prevent budding of rndrwdual truss web and/or chord members only. Additional temporary and permanent bracing MTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. Forgeneral guidance regarding the
fabrication. storage, dewery, erectionand bracing of woes andtruss systems. we ANSfrPl1 Quality Crlterta, 03649 and BCSI Budding Component 6904 Parke East Blvd. Safety lntomiation availablefrom Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610
Symbols I Numbering System I A General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
o-ti,sr
For 4 x 2 orientation, locate
plates 0- '14' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available In MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only
Industry Standards:
ANSI/TPI1 National Design Specification for Metal
Paate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
SCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
6-4-8 dimensions shown in fl-in-sixteenths
Drawings not to scale)
1 2 3
BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS,
PRODUCT CODE APPROVALS
ICC-ES Reports-
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
2012 MiTek® All Rights Reserved
min
W1
MiTek®
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-brecing, is always required. See SCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3 Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSUTPI 1
7. Design assumes trusses will be suitably protected fromtheenvironmentinaccordwithANSIrrPI1
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equalto or better than that
specked.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing a1 10 It spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others
16. Do not cot or after truss member or platewithout prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19 Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSIrrPI 1 Quality Criteria.
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19
11
FIA
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F
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IF
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Fi
16" DEEP / 19.2" ON CENTER F1
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BRG. WALL I I I11 CRICKET BY BLOR. 82
D I 11
B2
04
Q i3m
BEAM TO SUPPORT
C3-CARRIER ABOVE 82
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03 I I I 12
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I I
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FIRST FLOOR
C
28.- 8" 3,1
IW
RECORD COPY
w 1DING
SANFORD
FPgRSt`
I 161- 0" I 12% 8" I IL
1 1 1
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
12x4 Cont. Band T—\
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2 x 4
BOTTOM = 2 x 4
TOP= 2x4 12 /
6.0
11111111113
12
12"
TRUSS END DETAIL
J L 4 - HUS26 1- PLY HGR
A I1 11 - THA422 STRAP FLR HGR
MID - FLORIDA LUMBER ACQUISITIONS
BARTOWI FLORIDA
TRUSS LOADING CONDITIONS
ROOF TRUSSES I FLOOR TRUSSES
TOP CHORD LIUE 20e 1 TOP CHORD UUE 400
TOP CHORD DEAD 100 ITOP CHORD DEAD 100
BOTTOM CHORD DEAD 100 IBOTTOM CHORD DEAD 50
TOTAL LOAD IPSFI 400 I TOTAL L090 (PSF) 550
STRESS INCREASE 125 STRESS INCREASE 10
THIS TRUSS SYSTEM HNS BEEN DESIGNED WITH LORDS GENERRTEO O ive le, WINDS USING tit PSF TOP CHINO DEAD LORD FIND 3e PSF 8011e C tGERDLO`D a MILES FIV, HUIRtICRE OCERaLINE CRT 11 EliB ITTSSCE rl
1986 - B Park Square Homes
LM WE%
114r11 mmo PIP. v m
Tribeca - B
low »n l cv 5— oo '
11-11 S•PNM [1[RMO1
P1986B > o M
NIA 64`17 1 Bmax
Revision City of Sanford
Response to Comments v Building & Fire Prevention Division
A- Ph: 407.688.5150 Fax: 407.688.5152
Vp Email: building@sanfordfl.gov
Permit # 1-1 Submittal Date la • I y • I -1
Project Address: 318a ,..rS f1 l cry
Contact:
Ph: \ 5OL'ck • 3\35 Fax:
Email: ,E! C.om
Trades encompassed in revision:
U Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
cpm sZi. `l12S2r'
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Ok to construct single family home
a1Planning _ with setbacks and impervious area
shown on plan. q3.,d°10 im(l.
Engineering . Iq-(. Tri\oeca-fit,
0 Fire Prevention
Building ---V I-1rIt
Monta Consulting & Design
of WMR and Associates, LLC
Mayflower Center Phone (407) 681-1917
222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177
Altamonte Springs, FL 32714 montaconsulting.com
Structural Engineering, Truss Engineering, Third Parry Inspection, Forensic Study, Project Management
Residential Design and BIM Modeling for Homebuilders
Park Square Homes
Wyndham Preserve— Lot 13(1986 Tribeca, Elv `B')
Date: 12/06/ 17
Frame Walk Revisions:
Per frame walk of site completed by Park Square Homes, they asked us to make the following changes
on the Structural drawings:
Change under stair closet to pantry / storage. Add wall, shelves to pantry and a 30 high door in
garage for storage
Add 2' to back of entire house — 2' is to be added to: master bedroom, master bath, master
closet, gathering room, covered lanai
Replace SH 3050 in loft with (3) 2020 F.G
Add A/C chase in master bedroom closet,
The (2) 2020 F.G. placed in foyer to be relocated across from kitchen. A 41h one is to be added so
we will have a total of 4
Replace 2x4 wall in kitchen island with 2x6 wall
Replace the (2) SH 3050 in gathering room with double SH 4050
Add 2x8 wall in laundry behind w/d
Delete fixed glass window in water closet & Add 1040 F.G. in master bath shower
We updated the structural drawings per the list above provided by Park Square Homes. All changes
have been clouded and marked with Delta 2.
Sheet(s) revised: 00, 01, 02, 03.4, 04.13, 05.13, 07, 08.4, SC, SIB, S213, S413, S56 & S713
RECORD COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 13 1986 Tribeca B Loft RHG - E Builder Name: One Slop Cooling and
HeatingnSANFRStreet: 3782 SALTMARSH LOOP
j? 7% /
Permit Office- Cityof Sap(ord
1, City, State, Zip: Sanford , FL , Permit Number: 17Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2674.7 sqft.)
RIP
Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft'
4. Number of Bedrooms 3 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1313.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1313.00 ft=
6. Conditioned floor area above grade (ft) 2087 b. N/A R= ft'
Conditioned floor area below grade (ft') 0 c. R= ft'
11.Ouctcts R ft'
7. Windows(234.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2
a. U-Factor. Dbl, U=0.55 115.00 ft'
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 41.0 SEER:16.00
c. U-Factor. Dbl, U=0.54 55.00 ft'
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 2.989 ft.
Area Weighted Average SHGC: 0.246 14. Hot water systems
a. Electric Cap: 50 gallons8. Floor Types (2087.0 sqft.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1028.00 ft' b. Conservation features
b. Floor Over Other Space R=0.0 774.00 ft' None
c. other (see details) R= 285.00 ft' 15. Credits Pstat
Glass/Floor Area: 0.112
Total Proposed Modified Loads: 63.09 PASSTotalBaselineLoads: 65.71
1 hereby certify that the plans and specifications covered by Review of the plans and v-11KE ST,gT
this calculation are in compliance with the Florida Energy specifications covered by this v FOB,
Code. ,,rallysigned by Luis Morales
Luis Morales
calculation indicates compliance
1 0500 with the Flonda Energy Code.
PREPARED BY: Before construction is completed U -
DATE: this building will be inspected for
compliance with Section 553.908 e
I hereby certify that this ilding as €dis in pliance Florida Statutes.
CODwiththeFloridaEnerCode. WE
OWNER/AGENT. BUILDING OFFICIAL:
DATE: DATE: -
Compliance re wires certification b the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory ealed in accord ce with R403.2.2.1.
Compliance require rri r and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with 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 Section 803 of RESNET Standards, is not greater than 0.030 On for whole house.
11 /17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 C p a S 10 age 1 of 5
FORM R405-2014
PROJECT
Title: Lot 13 1986 Tribeca B Loft R Bedrooms: 3 Address Type Lot Information
Building Type User Conditioned Area: 2087 Lot # 13
Owner: Park Square Homes Total Stories: 2 Block/SubDivision: WYNDHAM PRESERV
of Units: 1 Worst Case- No PlatBook-
Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3782 SALTMARSH LO
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2087 19091.4
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1028 9560.4 Yes 0 0 1 Yes Yes Yes
2 2nd Floor 1059 9531 No 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage 2nd Floor _ 184 ft' 11 0.29 0 0.71
2 Raised Floor 2nd Floor — 101 ft' 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1st Floor 112.5 fl 1028 ft' 0.29 0 0.71
4 Floor Over Other Space 2nd Floor _ — 774 ft' 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1578 ft' 0 ft' Dark 0.9 N 0.9 No 0 33.7
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1313 ft' N N
11/17/2017 3:34 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1st Floor 30 Blown 1313 ft' 0.1 Wood
WALLS
A OMI
Adjacent
To Wall Type Space Cavity Width Height Sheathing Framing Solar Below
1 N Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft' 0 0.25 0.8 0
2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 32 6 9 4 303.3 ft' 0 0 0.8 0
3 E Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 H' 0 0.25 0.8 0
4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft' 0 0 0.8 0
5 S Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft' 0 0.25 0.8 0
6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 41 0 9 4 382.7 ft' 0 0 0.8 0
7 W Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft' 0 0.25 0.8 0
8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 29 0 9 4 270.7 ft' 0 0 0.8 0
9 Garage Frame - Wood 1st Floor 11 27 6 9 4 256.7 ft' 0 0.25 0.8 0
DOORS
Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated 1st Floor None 39 3 8 24 ft'
2 Wood 1st Floor None 39 2 8 8 21.3 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 1
N 1 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 2
N 1 Metal Low-E Double Yes 0.54 0.25 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 3
E 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 4
E 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 5
E 4 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 5 It 4 in 1 ft 4 in Drapes/blinds None 6
S 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 7
S 5 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 8
S 6 Metal Low-E Double Yes 0.54 0.25 16.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 9
S 6 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 10
W 7 Metal Low-E Double Yes 0.55 0.22 30.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 11
W 7 Metal Low-E Double Yes 0.54 0.25 3.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 12
W 8 Metal Low-E Double Yes 0.55 0.22 40.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 13
W 8 Metal Low-E Double Yes 0.58 0.29 64.0 ft' 8 It 0 in 1 ft 4 in None None 11 /
17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 394 ft' 394 ft' 44 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000407 2227.3 122.28 229.96 .3657 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:9 39 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.9 50 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cen # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply —
Location R-Value Area
Return — Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Atfic 6 397.2 ft Attic 99.3 ft' Prop. Leak Free 2nd Floor — cfm 62.6 cfm 0.03 0.50 1 1
11/17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
HeatinHJan Feb Feb
Mar kiMarEr rf Ma [X May [
Jun
Jun
Jul
Jul
Au
Au[
X]
Se SepE Oct Oct
Nov
Nov
Dec
Oec
Ventin
Jan Feb Mar X r [ May [ Jun Jul Aug 1 Se [X Oct X Nov Dec Thermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
1ND) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM
80 80 78 78 78 78 78 78 78 78 78 78 Cooling (
WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM
78 78 78 78 78 78 78 78 78 78 78 78 Heating (
WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 11/
17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 3782 SALTMARSH LOOP Permit Number.
Sanford , FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
O 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components ofthe building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where
required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a
blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures:
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 ctm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMAANDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between
conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than
2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall
be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
D R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
D 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.
O R403.2.2 Sealing (Mandatory)MI ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duce tightness criteria by post -construction or
rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be -substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when
tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register
boots shall be taped or otherwise sealed during the test.
Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at
a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped
or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85
Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
11/17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as duds or plenums.
O R403.3 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.,
R403.3.1 Protection of piping insulation.
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 A. inches (89 mm) in the hot water distribution line and cold water line located as dose as possible
to the storage tank.
O R403.4.4 Water heater efficiencies (Mandatory).
O R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water healing systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting
range shall be from 100'F to 140'F (38'C to 60'C).
R403.4.4.1.2 Shut down. A separate switch or a dearly 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 bumer(s) of
combustion types of service water heating systems to be turned off.
O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table
C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees oftrue south.
p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating.
p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor
units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in
Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect
equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as
standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that.its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
11/17/2017 3-34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return ducts) is installed in an unconditioned space.
Exceptions:
Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multimfamily units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistancefurnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements
calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric bumers
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403
and C404 of the Commercial Provisions in lieu of Section R403.
O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F.
D R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground
spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for
portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside
the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with
AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to
verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
D R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam" or
concrete deck roofs do not have sufficent space, R-10 is allowed.
11/17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the EnergyPerformance Index, the more efficient the home.
3782 SALTMARSH LOOP, Sanford, FL, 77/
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple fatuity Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft'
4. Number of Bedrooms 3 d. NIA R= ft'
10. Ceiling Types Insulation Area5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1313.00 ft'
6. Conditioned floor area (ftJ 2087 b. N/A R= ft'
7. Windows" Description Area c. N/A R= Its
a. U-Factor: Dbl, U=0.55 115.00 '
11. Ducts
fta. Sup: Attic, Ret: Attic, AH: 2nd Floor R
ft 6
397.2 SHGC:
SHGC=0.22 b.
U-Factor: Dbl, U=0.58 64.00 ft' SHGC:
SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c.
U-Factor. Dbl, U=0.54 55.00 ft' a. Central Unit 41.0 SEER:16.00 SHGC:
SHGC=0.25 d.
U-Factor: N/A ft' 13.
Healing systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 39.0 HSPF:9.00 Area
Weighted Average Overhang Depth: 2.989 ft. Area
Weighted Average SHGC: 0.246 8.
Floor Types Insulation Area 14. Hot water systems Cap:
50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1028.00 ft' a. Electric EF:
0.9 b.
Floor Over Other Space R=0.0 774.00 ft' c.
other (see details) R= 285.00 ft' b. Conservation features None
15.
Credits Pstat I
certify that this home has complied with the Florida Energy Efficien Construction
through the above energy saving features which will be in
this home before final inspection. Otherwise, a new EPL Display based
on installed Cod omp iant features. /7 Builder
Signature: Address
of New Date:
2
Note:
This is not a Buildinc Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (
EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-
1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information
about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff. Label
required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/
17/2017 3:34 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
Project Summary Job: Lot 131986 Tribeca B Loft
ft... wrightso' ry Date: o7ro1 2o17
Entire House &f. LF/LM
One Stop Cooling and Heating Plan: RHG
7225 Sandscow Coup, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wAwOneSiopCooling oom License: CAC032444
For. Park Square Homes
3782 SALTMARSH LOOP, Sanford, FL
Notes:
Weather. Orlando ExecutiveAP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 44 OF Outside db 93 OF
Inside db 68 OF Inside db 74 OF
Design TD 24 OF Design TD 19 OF
Daily range L
Relative humidity 50
Moisture difference 46 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 18305 Btuh Structure 21131 Btuh
Duds 2797 Btuh Duds 9420 Btuh
Central vent (0 dm) 0 Btuh Central vent (0 dm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21101 Btuh Use manufacturer's data n
Rate/swin multiplier 0.98
Infiltration Equipment sensible load 29817 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 3150 Btuh
Ducts 1924 Btuh
Central vent (0 dm) 0 Btuh
Heating Coolinngg none)
Area (ft) 2165 2165 Equipment latent load 5074 Btuh
Volume (1P) 19776 19776
Air changeslhour 0.41 0.21 Equipment Total Load (Sen+Lat) 34891 Btuh
Equiv. AVF (dm) 135 69 Req. total capacity at 0.75 SHR 3.3 ton
Heating Equipment Summary. Cooling Equipment Summary
Make Trane Make Trane
Trade TRANE Trade TRANE
Model 4TWR6042H1 Cond 4TWR6042H1
AHRI ref 7563302 Coil TEM6AOC42H41++TDR
AHRI ref 7563302
Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER
Heating input Sensible cooling 30750 Btuh
Heating output 39000 Btuh @ 47°F Latent cooling 10250 Btuh
Temperature rise 0 OF Total cooling 41000 Btuh
Actual air flow 0 dm Actual air flow 1367 cfm
Airflowfactor 0 dm/Btuh Airflowfactor 0.045 drn/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.86
Capacity balance point = 29 OF
Calculations approved byACCA to meet all requirements ofManual J 8th Ed.
Wr/ sot' 2017-Orr1316:12:33htf
G g Iaght-Suite®Umwersal 2017 17.028 RSU16793 Page 1
ca 8 RHG%ot 131966 Tribes B Loll RHG - Ejup Cale = MJB Front Door faces, E
wrightsofr Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: lot 131986 Tribeca B Loft RK..
Data: 07/01/2017
LF/LM
P art: FM
7225 Sandsaove Court, Writer Park FL 32792 Phone: (407) 629 - 6920 Fa)c (407) 629 - 9307 V%b: wwwOneSopCoding.00m Ucense: CACM2444
1 Room mama Enure House FOY
2 Exposed wall 274.5 R M R
3 Room height 9.1 R d 9.3 R heaebool
4
5
Room dimensiorts
Room area 2165.0 W
1.0 x 73.0 R
73.0 R
Ty Cant lion U-value Or HTM Area (R) Load Area (In Load
number BLW-T) BLft" or perinteoer (IQ BW or pence (19 Bkb)
Heat Cod Gross NPfS Heat Cod Gross NAS Heat Cod
6 128.O&N 0.097 n 231 289 446 430 992 1239 0 0 0 0
C 485-2en 0.540 n 1285 13.78 16 0 206 220 0 0 0 0
w 13144os 0.143 n 3.40 3.00 326 326 1108 975 0 0 0 0
T-- 128-09N 0.097 a 231 289 261 234 540 675 0 0 0 0
11 4AS2om 0.5w a 13.09 27.55 15 0 196 413 0 0 0 0
485.2fm 0.540 a 1285 29.73 12 0 154 357 0 0 0 0
13A-4as 0.143 a 3.40 3.00 93 65 221 195 56 32 108 95
485-2bn 0.540 a 1285 13.78 4 8 51 55 0 0 0 0
11 DO 0390 a 928 12.54 24 24 223 301 24 24 223 301
121B-09N 0.097 s 231 289 446 427 985 1231 0 0 0 0
4A5.2om 0.550 s 13.09 13.72 15 25 196 206 0 0 0 0
485.2fn 0.540 s 12.85 13.78 4 8 51 55 0 0 0 0
13A4ocs 0.143 s 3.40 3.00 405 389 1322 1164 116 112 382 336
4B5.2fn 0.540 s 1285 13.78 12 24 154 165 0 0 0 0
485.2bn 0.540 s 1285 15.06 4 0 51 60 4 0 51 60
12B- N 0.097 w 231 2.89 261 228 526 658 0 0 0 0
4A5.20m 0.5w w 1309 27.55 30 0 393 827 0 0 0 0
4B5.2in 0.540 w 1285 29.73 3 0 39 89 0 0 0 0
13A4ocs 0.143 w 3.40 3.00 270 166 564 496 0 0 0 0
4A5.2om 0.5w w 13.09 27.55 40 0 524 1102 0 0 0 0
4A5.2omd 0.580 w 13.80 24.10 64 85 883 1542 0 0 0 0
q 1200sw 0.091 217 1.57 256 234 506 366 0 0 0 0
D 1100 0.390 n 918 1254 21 21 198 267 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 1281 1281 976 2282 51 51 39 91
F 19A-0beop 0295 264 206 131 131 346 271 0 0 0 0
F 19G19c Kp 0.049 0.40 0.32 181 181 73 57 0 0 0 0
F 22AA- 1.180 28.08 0.00 969 118 3300 0 73 19 520 0
6 ciAEDexaasion 1598 28
Welo-jon 14781 16870 1323 856
12 a) Inilba lon 3523 1410 242 97
b) Room vendabon 0 0 0 0
13 Inuernalgans Omrpanb@ 230 5 1150 0 0
AppbanoasbQter 1700 0
Subbl (lines 6 to 13) 18305 21131 1565 953
Lesswernal load 0 0 0 0
Lessbanda 0 0 0 0
RedisbitxNon 0 0 1565 953
14 Subtotal 18305 21131 0 0
15 Dudloads 15% 45% 2797 9420 15% 45% 0 0
Total room bad 21101 30550 0 0
Air required (cfm) 0 1367 0 0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-00-1316.12,33awrightsoft' Fbght-SuiWOUnivers4201717.028RSU16793 Pagelx` .-ca B RHGLot 131986 Tnbera 8 Lott RHG - E rup Calc= MFB Front Door faces E
wrightsoft' Right-JO Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca 8 Loft IRK..
Date: 07/01/2017
LF/L.M
Pan: RHG
7225 Sandscowe Coup. Wnter ParkFL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 V*b. w+wrOneStopCodrng.com License: CAC032444
1 Roan name HALL MBED
2 Exposed wall 4.0 It 28.5 R
3 Room height 9.0 R heatfcool 9.0 It heattool
4 Roan Qmensi' 1.0 x 162.0 f1 1.0 x 213.0 ft
5 Roan area 162.0 IF 213.0 IF
Ty Co nowbon U-%slue Or HTM Area (fN) Load Area (IF) Load
manber Bb+hAV--F) or pe+meler (t9 or perimeter (f4 Mtuh)
Heat Cod Gross NIPIS Heat Coil Gross NAPS Heat Cool
6 t12B.0sw 0097 n 231 289 0 0 0 0 0 0 0 0
f 4BS-2fm 0.540 n 1285 13.78 0 0 0 0 0 0 0 0
w 13A 4os 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
1q! 12B4Osw 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4A5.20m 0.550 a 13.09 27.55 0 0 0 0 0 0 0 0
G 485.26n 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0
13A-40os 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
41215.2tin 0.540 a 1285 13.78 0 0 0 D 0 0 0 0
11 DO 0.390 a 928 12.54 0 0 0 D 0 0_ 0 0
1 12B4kw 0.097 s 2.31 289 36 36 83 104 122 122 28D 351
4As2on Osw s 13.09 13.72 0 0 0 0 0 0 0 0
4B5.21n 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
ILS13A40s 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
4B5-26n 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0
4B5.2fm 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
12B4kw 0.097 w 231 289 0 0 0 0 135 105 242 303
4A5-20n 0.550 w 13.09 27.55 0 0 0 0 30 0 393 827
4B5.26n 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
13A40CS 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4A5.20n 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0
4A5.2omd 0.580 w 13.80 2410 0 0 0 0 0 0 0 0
O
12C-09w 0.091 217 1.57 0 0 0 0 0 0 0 0
11DO 0.390 n 928 1254 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 076 1.78 162 162 123 288 213 213 162 379
F 19A-Obecp D.295 264 206 0 0 0 0 0 0 0 0
F 19C-19e[p 0.049 0.40 0.32 26 26 11 8 0 0 0 0
F 22A-Ipm 1.18D MOB 0.00 0 0 0 0 0 0 0 0
6 c)AEDewurson 15 253
Envelopelcs n 217 386 1078 2112
12 a) Inlilbabon 51 20 361 144
b) Roomuntlation 0 0 0 0
13 Internal gains, Ooouparlls@ 230 0 0 2 460
Applen w"ter 0 0
Snllbtdl (lines6 to 13) 268 406 1439 2717
LesseAemal load 0 0 0 0
Lessbansfer 0 0 0 0
Redistribution 268 406 18 27
14 Stt>toral 0 0 1457 2744
15 Duci loads 15% 45°/6 0 0 15% 45% 223 1223
Total room bad 0 0 1679 3967
Airrequired (dm) 0 0 0 177
Calculations approved bVACCA to meet all requirements of Manual J 8th Ed.
2017-Otl-1316,1233twrightsoft Right-Swt-6Universal 201717.028 RSU16793 Page 2
ca B RHGIot 131986 Tribece B LoftRHG - E rup Calc = MJ8 Front Door faces: E
wrightsofC Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca 8 loft RH...
Date: 07/01/2017
LFMA
P an: RHG
7225 Sandscow Court Writer Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: owwMOneStopCodmgmm License: CA0032444
1 Room Warne METH MTOI
2 Expasedwell 5.5 8 3.5 A
3 Room height 9.0 It heatbod 9.0 It heatbod
4
5
Room dmen ions
Room area
1.0 x 104.3 It
104.3 IP
1.0 x 17.3 It
17.3 R'
Ty Const• cn U-valw Or HTM Area (IF) Load Area QF) Load
number BtuW'F) ft"" or perinwo (1Q AM or perimeter (fQ Bah)
Heat Cod Grass N PIS Heat Cod Gross WPIS Heat Cod
6 128-0sw 0.097 n 231 289 0 0 0 0 0 0 0 0
485.21m 0.540 n 12.85 1178 0 0 0 0 0 0 0 0
w 13A-4ocs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
1qJ 128-OsM 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4A5-2om 0.550 a 13.09 27.55 0 0 0 0 0 0 0 0
t-
G
4B5.2fm 0.540 a 1285 29.73 0 0 0 0 0 0 0 0
13A4ocs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
4B5.2trn 0.540 a 1285 13.76 0 0 0 0 0 0 0 0
11D0 0.390 a 928 12.54 0 0 0 0 0 0 0 0
1284)sM 0.097 s 231 Z89 0 0 0 0 0 0 0 0
4A5.2om 0.SW s 13.09 1172 0 0 0 0 a 0 0 0
4135.2h 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
T13A4ccs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
48S21m 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
4B5.26n 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
1 1 12B-0av 0.097 w 231 229 50 47 107 134 32 32 73 91
4A5.2om 0.550 w 13.09 27.55 0 0 a 0 0 0 0 0
485.2h a540 w 1285 29.73 3 0 39 89 0 0 0 0
13Ar = 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4AS2om 0.550 w 1309 27M 0 0 0 0 0 0 0 0
4A5.2omd 0.580 w 1380 24.10 0 0 0 0 0 0 0 0
q
D
12C-0sM 0.091 217 1.57 0 0 0 0 0 0 0 0
1100 0.390 n 928 12.54 0 0 0 0 0 0 0 0
C 168-30ad 0.032 0.76 1.78 104 104 79 186 17 17 13 31
F 19A-0bep 0295 264 206 62 62 162 127 17 17 45 36
F 19C-19cs0p 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-I m 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c)AEDelmursan 19 6
En%dopelosagain 388 555 131 151
12 a) InAttridon 70 28 44 18
b) Room %enklatron 0 0 0 0
13 Intenwlgains OoaMMG 230 0 0 0 0
Applowaskitw 0 0
SthMU (trrtes6 to 13) 457 583 176 169
Less e)Wmal load 0 0 0 0
Less"rift 0 0 0 0
Redistribution 0 0 0 0
14 SWe tal 457 M 17 169
Ductloads 15% 45% 70 260 15% 45% 27 75
r15 Total room load 527 843 202 244
Air required (dm) 0 38 0 11
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-061316:1233wrightsoTt' RghFSuiMOUnicensa1201717A18RSU16793 Page
w 8FMIot 131986 Tnbeca 8 LoftRHG - Exup Celc = MA Front Doorfaces: E
wrightsoft* Right -A) Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca B Loft IRK..
Date: 07/01/2017
LF/LM
Pan: RHG
7225 Sandsco%e Coup. Wnter Park FL 32792 Phone: (407) 629- 6920 Fax (407) 629 - 9307 Web: w+w 0neStopCooling.com License: CACM2444
1 Roan name MWC LOFT
2 Errposedwal1 18.5 A 11.0 A
3 Room height 9.0 A heaUbrtd 9.0 A heatknd
4 Roandmei ons 5.0 x 13.5 A 14.0 x 11.0 A
5 Room area 67.5 A' 154.0 A'
TY Cauttxncn U-talue Or HTM Area (A) Load Area (A?) Load
nunnber WwW-'F) Btuh" or perimeter (fl) B4At) or perimeter (IQ Butt)
Heat Cod Gmss NAPS Heat Cod Gross NIPIS Heat Cod
6 1qJ 12B-0sw 0.097 n 231 289 122 122 280 351 99 87 201 251
G 4135-21n 0.540 n 1285 13.78 0 0 0 0 12 0 154 165
w 13A-40s 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
4pI 12B-Oskw 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4A5-20m 0.550 a 13.09 2755 0 0 0 0 0 0 0 0
L 4135-21m 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0
13A4ocs 0.143 a 3.40 300 0 0 0 0 0 0 0 0
4B5-21hn 0.540 a 1285 13.78 0 0 0 0 0 0 0 0
11D0 0.390 a 928 1254. 0 0 0 0 0 0 0 0
12B-0®w 0.097 s 231 289 0 0 0 0 0 0 0 0
4A5-2o n 0" s 13.09 13.72 0 0 0 0 0 0 0 0
485-26n 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
13A-40Cs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
4B5.2bn 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
4B5-2fM 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
1 1 1213-0sw 0.097 w 231 2.89 45 45 104 130 0 0 0 0
4AS2om 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0
4B5.2bn 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
MJ 13A40rs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0
I-ff 4AS-2omd 0.580 w 13.80 24.10 0 0 0 0 0 0 0 0
q 120-09w 0.091 217 1.57 0 0 0 0 0 0 0 0
D 11D0 0.390 n 928 12.54 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 68 68 51 120 154 154 117 274
F 19A-0b&V 0295 264 2.06 53 53 138 108 0 0 0 0
F 19C-19oxp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c)AEDetarrsion 29 35
Emelopeloss+parn 574 680 472 6%
12 a) IrdMabon 234 94 139 56
b) Roan %ertMon 0 0 0 0
13 brtental gains Oatrpar @ 230 0 0 1 230
Appliancesbber 0 0
Subtalal prnes6lD 13) 808 774 612 942
Lesswdernal load 0 0 0 0
Lessuaruter 0 0
45%
0 0
Redistibuban 0 0 82 125
14 Subtoaalam 774 694 1066 Duct
loads 1 15% 45% 124 345 1566 106 475 r
Total roorn load I 932 1119 ew 1542 Air
required (dm) 10 501 10 69 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. 2017-
0ci-1316.12.33 wrightsoft• Right-Suite®Unirersal201717.028RSU16793 Page caS
RHG%Lot131986 TribecaB LoA RHG - E rup Calc = MJBFront Door faces E
wrightsoft' Right-lO Worksheet
Entire House
One Stop Cooling and Heating
Jab: Lot 131986 Tribeca BLoft RH...
Date: 07/01/2017
LF/UU
Pan: RHG
7225 Sandsoove Court, Wnter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Wb• wwALOneStopCoding.00m License: CA0032444
1 Room name BED2
2 Elposedwall 13.0 R 0 R
3 Room height 9.0 R heatbod 9.0 R heattool
4
5
Room dimensions
Room area
1.0 x 138.5 R
138.5 R'
9.5 x 3.0 R
16.5 fF
TY Construction U-%slue Or HTM Area (R) Load Area PF) Load
number BtuhV-T) BtrdtlR') or perimeter (1Q Btuh) or perimeter (R) Btth)
Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod
6 E C
128-Osnr 0.097 n 231 289 0 0 0 0 0 0 0 0
485.2fm 0.540 n 1285 13.78 0 0 0 0 0 0 0 0
w 13AAocs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
12B-09er 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4A5.2om 0.550 a 13.09 27M 0 0 0 0 0 0 0 0
4135.2111 0.540 a 1285 29.73 0 0 0 0 0 0 0 0
13A-4ocs 0.143 a 3.40 100 0 0 0 0 0 0 0 0
L_pG 485.26n 0.540 a 1285 13.70 0 0 0 0 0 0 0 0
11DO 0.390 a 9.2a 12.54 0 0 0 0 0 0 0 0
12B-0sw 0.097 s 231 289 117 102 235 294 0 0 0 0
4A5-2om 0.550 s 13.09 13.72 15 12 196 206 0 0 0 0
48S21r 0.540 s 1285 1178 0 0 0 0 0 0 0 0
13A-4x5 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
485.2111 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
485.21n 0.540 s 1265 15.08 0 0 0 0 0 0 0 0
121347sw 0.097 w 231 2.89 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0
4135-211rn 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4AS2am 0.5w w 13.09 27.55 0 0 0 0 0 0 0 0
4A5.2omd 0.580 w 13.80 24.10 0 0 0 0 0 0 0 0
q 12C-09w 0.091 217 1.57 0 0 0 0 0 0 0 0
I-O 1100 0.390 n 928 1254 0 0 0 0 0_ 0 0 0
C 168-30ad 0.032 0.76 1.78 139 139 105 247 17 17 13 29
F 19A-0bsp 0295 264 2.06 0 0 0 0 0 0 0 0
F 19G19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-ern 1.180 28.06 0.00 0 0 0 0 0 0 0 0
6 c)AEDemmmon 34 1
Envelope kxs n 537 713 13 28
12 a) Infiltration 165 66 0 0
b) Room ventilation 0 0 0 0
13 Internal on& Omrpants@ 230 1 230 0 0
Applianoesbl er 0 0
Subtotal (lines 6 ID 13) 702 1009 13 28
Lessc ernalload 0 0 0 0
Lesstransfar 0 0 0 0
RedrsbibAon 52 67 13 28
14 S<dWW 754 1096 0 0
15 Dud loads 154A 45% 115 489 15% 45% 0 0
Total room bad W9 1585 0 0
Air required (dm) 0 71 0 0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wri htsoft' 2017-0a1316.12:339FPoghl-Sui"UniwrW1201717.0.28 RSU16793 Pape 5
ca BR HGX ct 131986 Tribeca BLoftFM - Exup Cdc = Mill Front poor faces: E
wrightsoftRight-JO Worksheet Entire
House One
Stop Cooling and Heating Job:
Lot 131986 Tribeca B Loft IRK.. Data:
07/01/2017 LF/
UN P
an: RHG 7225
Sandscooe Court Wnter Park FL32792 Phone. (407) 629.6920 Fax (407) 629 - 9307 Mb: wAw0neStopCoolrng.com License: CACM2444 1
Room name LAUN BTH2 2
E1 14.5 n 0 R 3 Room
height 9.0 flheattool 9.0 fl heattool 4 Roomdirnensans
6.0 x8.5 ff6.0 x &0 ft 5 Room
area 510 M 36.0 fe Ty Caufixson
U-%slue Or HTM Area (fe) Load Area ((f) Load number Bwh&-'
F) 1311" ') or perimeter (1q Mbih) or penrrw" (fl) MDAr) Heat Cod
Gross NIPIS Heat Cod Gross NIPIS Heat Cod 6 12B4hv
0.097 n231 289 0 0 0 0 54 54 125 156 li 485.
2bn 0.540 n1285 1178 0 0 0 0 0 0 0 0 w 13A-
40 s 0.143 n140 3.00 0 0 0 0 0 0 0 0 4pl G
12B-
09N
0.097 a231 2.89 5454 125 156 0 0 0 0 11 4AS-
20n 0.550 a13.09 2755 0 0 0 0 0 0 0 0 I 4135-
26n 0.540 a1285 29.73 00 0 0 0 0 0 0 13A-40cs
0.143 a3.40 3.00 00 0 0 0 0 0 0 485.26n
0.540 a1285 13.78 00 0 0 0 0 0 0 11D0 0.
390 a 928 12.54 0 0 0 0 0 0 0 0 12B-ftv
0.097 s 7-31 289 77 73 167 209 0 0 0 0 4A5.2om
Dsw s 13.09 13.72 00 0 0 0 0 0 0 485-261n
0.540 s 1285 13.78 44 51 55 0 0 0 0 13A40Cs 0.
143 s3.40 3.00 00 0 0 0 0 0 0 4135.21in
0.540 s 1285 13.78 00 0 0 0 0 0 0 485.26n
0.540 s 1285 15.08 00 0 0 0 0 0 0 1qJ 12B-
ftv 0.097 w 231 2.89 00 0 0 0 0 0 0 4A5-20m
0.550 w 13.09 27.55 00 0 0 0 0 0 0 II----GG4BS-20m 0.540 w 1285 29.73 0 0 0 0 0 0 0 0 1q 13A.
40os 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0 4A5.2om
0.550 w13.09 27.55 0 0 0 0 0 0 0 0 4A5.20md
0.580 w 13.80 24.10 0 0 0 0 0 0 0 0 q 12C
swv 0.091 217 1.57 0 0 0 0 0 0 0 0 I--D
11D0 0.390 n 928 12.54 0 0 0 0 0 0 0 0 C 16B-
30ad 0.032 0.76 1.78 51 51 39 91 36 36 27 64 F 19A-
0bap 0295 264 2.06 00 0 0 0 0 0 0 F 19C-
19cscp 0.049 0.40 0.32 00 0 0 0 0 0 0 F 22A-
4rn 1.180 26.08 0.00 0 0 0 0 0 0 0 0 6 c)
AEDe>ourson 39 9 Emelopeloss4pn 382
472 152 211 12 a)
Inblbabon 164 73 76 30 b) Room
venlilabon 0 0 0 D 13 InWmal
gains 0ca4mnls@ 230 0 0 0 0 Applianoesbtller 500
0 Subtotal (lines6
b 13) 566 1046 1228 241 Lesswarnal load
0 0 0 0 Lesstransler 0
0 0 0 Redrsinbuban 538
830 31 47 14 Subtotal
1104 1976 259 288 15 Dua
loads 1 15°/6 45% 169 836 15% 45°/6 40 128 Total room
load I 1273 2712 298 417 Air requred (
din) I 10 121 1 10 19 Calculations approved
byACCA to meet all requirements of Manual J 8th Ed. 2017-0a1316:
12:33 wrightsaft' Ibghl.Surte®Llnrrersal201717.028RSLn6793 Page a B
RHG%Lot 1319W Tnbea B Loft RHG - Erup Calc = MJ8 Front Door faces: E
wrightsoft, Right-M Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tdbeca B Loft RK..
Date: 07/01/2017
LFILM
P an: RHG
7225 Sandsceve CourL Writer Parr FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 VUeb: wwwOneStopCoobng.corri License CA0032444
1 Room name TOI2 BEN
2 Exposed wall 6.0 It 36.0 R
3 Room height 9.0 It heanbod 9.0 4 heatttool
4
5
Room dma ores
mRooarea60
x 6.0 1t 36.
0 IF 1.
0 x 146.3It 146.
3 11' Ty
Constmon U-value Or HTM Area (It) Load Area QF) Load member
BtthiW-'F) Bum or perimeter (IQ Bth) or perimeter (1) Bolt) Heat
Cod Gross NAPS Heat Cod Gross NIPS Heat Coal 6
1qJ G
128-
09w 0.097n 231 289 54 50 115 144 117 117 270 338 485-
2h 0.540n 1285 1178 4 0 51 55 0 0 0 0 W
13AAas 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 128.
OMN 0.097a 231 2.89 0 0 0 0 113 98 225 281 11
4A5-20m 0.5Wa 13.09 27.55 0 0 0 0 15 0 196 413 485-
2h 0.540 a 1285 29.73 0 0 0 0 0 0 0 0 13A-
40Ca 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 485.
21m 0.540a 1285 13.78 0 0 0 0 0 0 0 0 1100
0.390 a 928 12.54 0 0 0 0 0 0 0 0 1q!
12B-09v 0.097s 231 289 0 0 0 0 95 95 218 273 4A5-
2om WSW s 13.09 13.72 0 0 0 0 0 0 0 0 485.
21m 0.540 s 1265 13.78 0 0 0 0 0 0 0 0 pl
13AAOM 0.143s 3.40 3.00 0 0 0 0 0 0 0 0 465.
21in 0.540 s 1285 13.78 0 0 0 0 0 0 0 0 465.
21m 0.540s 1285 15.06 0 0 0 0 0 0 0 0 12B4)
9w 0.097 w 231 2.89 0 0 0 0 0 0 0 0 4A5.
2am 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0 485.
26n 0.540w 1285 29.73 0 0 0 0 0 0 0 0 1qJ
13A4ocs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0 4A5.
2um 0.550w 13.09 77.55 0 0 0 0 0 0 0 0 4A5.
2omd 0.580 w 13.80 24.10 0 0 0 0 0 0 0 0 q
12C-0skN 0.091217 1.57 0 0 0 0 0 0 0 0 0
1100 0.390n 928 1254 0 0 0 0 0 0 0 0 C
1613-30ad 0.032 0.76 1.76 36 36 27 64 146 146 111 260 F
19A-0b9cp 0.295264 2.06 0 0 0 0 0 0 0 0 F
19C-19c xp 0.049 0.40 0.32 9 9 4 3 146 Us 59 46 F
22A-Vm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6
c)AEDexa9s0n 11 8 Envelope
bsslgain 198 256 1080 1619 12
a) Intlbabon 76 30 456 182 b)
Roam vtertblabon 0 0 0 0 13
Internal gains 0-4-tts@ 230 0 0 1 230 Appliartoeslo
W 0 0 Subb
W (lirtes6 to 13) 274 286 1536 2032 Lewwornallaad
0 0 0 0 Less
trwWa 0 0 0 0 Redsbibubon
31 47 46 70 14
Stbtotal 305 333 1582 2102 15
Duct loads 15% 45% 47 148 15% 45% 242 937 ToW
roam bad 351 481 1824 13039 Air
required (dm) 0 22 1 0 136 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. 2017-
Oct-1316:12:33 wrightsott' lbghFSuite®Uni%ersa1201717A.28RSU16793 Page 8
RHGILct 131986 Tribeca B Loll RHG - Eiup Calc = MA Front Door faces: E
wrightsoft' Right -A) Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca B Loft IRK.. ,
Date: 07/01/2017
LFAA
P an: RHG
7225 Sandsome Court Wnter Party FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wAwOneStopCoolin9 com License: CA0032444
1 Roan name STR2 DIN
2 Exposed wall 10.5 ft 23.0 0
3 Room heigh 9.0 R healtool 9.3 ff heatknd
4 Room dimensions 135 x 4.0 R 125 x 10.5 n
5 Room area 54.0 IF 131.3 1F
Ty Canstrtxtlon U-%Wue Or HTM Area (III) Load Area (Il) Load
numberI @Uhfittf) Bbm or perimeter (IQ 3116111) or perimeter M Bbdn)
Heat Cod Gross NAPS Heat Cod Gans NAS Heat Cod
6 tq/ 12B.6w 0.097 n 231 289 0 0 0 0 0 0 0 0
I 4135.26n 0.540 n 1285 13.78 0 0 0 0 0 0 0 0
w 13A4= 0.143 n 140 3.00 0 0 0 0 98 98 332 293
128-0sw 0.097 a 231 Z89 95 83 190 238 0 0 0 0
11 4AS2am 0550 a 13.09 27.55 0 0 0 0 0 0 0 0
II 4BS26n 0.540 a 1285 29.73 12 0 154 357 0 0 0 0
13A-4o s 0.143 is 3.40 3.00 0 0 0 0 0 0 0 0
4B5.2bn 0.540 a 1285 13.78 0 0 0 0 0 0 0 0
11DO 0.390 a 928 1254 0 0 0 0 0 0 0 0
12B-0swr 0.097 s 2.31 289 0 0 0 0 0 0 0 0
4A5-2om 0.&% a 3.09 13.72 0 0 0 0 0 0 0 0
4135.21m 0.540 s 1285 13.76 0 0 0 0 0 0 0 0
Lpl 13A-40os 0.143 s 140 3.00 0 0 0 0 0 0 0 0
4B5.2fn 0.540 5 1285 13.78 0 0 0 0 0 0 0 0
1;-rG, 4B5.20m 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
4oJ 12&0sw 0.097 w 231 289 0 0 0 0 0 0 0 0
4A5-2om 0.&% w 13.09 27.55 0 0 0 0 0 0 0 0
4135 2hn 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
qJ
I--('
13A 4ots 0.143 w 3.40 3.00 0 0 0 0 116 52 178 157
4A5-2om 0.550 w 13,09 27.55 0 0 0 0 0 0 0 0
f 4A5.20md 0.580 w 13.80 24.10 0 0 0 0 64 43 B83 1542
q 12C4Oau 0.091 217 1.57 0 0 0 0 0 0 0 0
D 11D0 0.390 n 928 12.54 0 0 0 0 0 0 0 0
C 16&30ad 0.032 0.76 1.78 54 54 41 96 0 0 0 0
F 19A4becp D295 264 206 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-4m 1.180 28.08 0.00 0 0 0 0 131 23 646 0
6 c)AEDexoursbn 55 1252
Ernelopelossigain 386 746 2040 3244
12 a) bnblbabon 133 53 301 120
b) Roan %af61abon 0 0 0 0
13 Inlemalgains Omcpemis@ 230 0 0 0 0
Applianoesbther 0 0
SubwW Pines 6ID 13) 519 799 2340 3364
Lesse-twW bad 0 0 0 0
Lesstransfer 0 0 0 0
Redismbubon 519 799 0 0
14 Sublaal 0 0 2340 3364
151 Duct bads 1 15% 45%1 0 0 15% 451/6 358 1500
Total room bad 0 01 269E 4864
Air nxpred (dm) 0 0 10 218
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-0a-1316.12 33wrighttsoft- ILghFSurte®Llni%ersW 2017 17.028 RSU16793 Pape 8
ca 8 RHGIot 131985 Tribes B Lott RHG - Ejup Calc = MJ8 Front Door faces E
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca B Loft W..
Date: 07/01/2017
LF/LM
Pan: RNG
7225 Sandscove Court, Wnter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 VVab: wrwOneStopCoding.com License: CAC032444
1 Room name GATH l0T
2 Exposed wall 58.0 ft 14.0 R
3 Room height 9.3 ft heatbool 9.3 R heatknol
4
5
Roomdmen9ons
Room area
1.0 x 441.5 ft
441.5 K
1.0 x 221.0 ft
221.0 W
Ty Canstrudon U-value Or HTM Area (W) Load Area QM load
number B6iW-'F) Btuh" or perim m (fQ Btuh) or pennteter (tQ BkM)
Heat Cod Gross N PIS Heat Cod Gnus NAS Heat Cod
6 1q! 128-09ry 0.097 n 2.31 289 0 0 0 0 0 0 0 0
C 485-2(rn 0.540 n 1285 13.78 0 0 0 0 0 0 0 0
W 13AAos 0.143 n 3.40 3.00 98 98 332 293 130 130 443 390
12B-09n 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4AS2om 0.550 a 13.09 27.55 0 0 0 0 0 0 0 0
485.2tFn 0.540 a 1285 29.73 0 0 0 0 0 0 0 0
1 ot= 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
485.2(m 0.540 a 1285 13.78 0 0 0 0 0 0 0 0
11D0 0.390 a 928 1254 0 0 0 0 0 0 0 0
1QJ
L_CG
128Ow 0.097 5 231 289 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 13.09 13.72 0 0 0 0 0 0 0 0
485.26n 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
pl 13A-4ocs 0.143 s 3.40 3.00 288 276 940 628 0 0 0 0
4135.26n 0.540 s 1285 13.78 12 12 154 165 0 0 0 0ll 48S2h 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
1q/ 12B-09+v 0.097 w 231 289 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.55 0 0 0 0 0 0 0 0
485-21irn 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
1qJ 13A4x5 0.143 w 3.40 3.00 153 113 386 340 0 0 0 0
4A5.2om 0.550 w 13.09 27.55 40 0 524 1102 0 0 0 0
l
G
4A5.2omd 0.5m w 13.80 24.10 0 0 0 0 0 0 0 0
12C-Osw 0.091 217 1.57 0 0 0 0 60 39 85 61
1100 0.390 n 928 12.54 0 0 0 0 21 21 198 267
C 168.30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0
F 19A-0bscp 0295 264 206 0 0 0 0 0 0 0 0
F 19C-19csp 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F 22A-4)m 1.180 28.08 0.00 442 s8 1629 0 221 14 393 0
6 c) AED emursion 308 71
EnWopeb95tgain 3966 3035 1119 648
12 a) IntiWAon 758 304 183 73
b) Room ventilation 0 0 A 0
13 Intientalgains Ooarpards@ 230 0 0 0 0
Applowesbtiier 0 1200
St AMW (Iines6in 13) 4724 3339 1302 1921
Less emmal load 0 0 0 0
Lessbansfer 0 0 0 0
Redistribution 655 402 171 120
14 SLOW 5379 3741 1473 2041
1151 Dualoads 1 15% 45% an 1668 15% 45% 225 910
Total roam bad 6201 5409 1698 2951
Air required (dm) 0 242 0 132
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-OcE1316:12:33wrightSoft' RghFSuite®Uni ersW201717026RSU16793 Page
ca 8 RHGrLot 131986 Tribece B Loft RHG - Emp Calc = MJS Front Door faces: E
wrightsoft- Right-l® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 131986 Tribeca B Loft RK.. ,
Date: 07/01/2017
LF/LM
Pan: RHG
7225 Sandsmoe Court Writer Pane. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Mb: www0neStopCooling.com License. CAC032444
1 Room name STRt PWDR
2 Etposedwall 0 ft 4.0 II
3 Roan height 9.3 It heaUmd 9.3 ft heattool
4 Roan ditrtensians 17.0 x 4.0 II 4.0 x 8.5 ft
5 Room area 68.0 tr 34.0 If
TY Consbtxson U-%Wue Or HTM Area (II') Load Area (fV) Load
number BbjW-'F) at"" or perinw-wr (fo MIuh) or penmeter (Iq B4tlt)
Heat Cod Gross NAS Heat Cod Gross NAPS Heat Cod
6 pl 12&aw 0.097 n 231 289 0 0 0 0 0 0 0 0
G 4B5.26n 0.540 n 1285 13,78 0 0 0 0 0 0 0 0
w 13A4as 0.143 n 340 3.00 0 0 0 0 0 0 0 0
WJ 12B4)av 0.097 a 231 2.89 0 0 0 0 0 0 D 0
11 4A5-20n 0.550 a 13.09 2755 0 0 0 0 0 0 0 0
L-( 4BS2fm 0.540 a 1285 29.73 0 0 0 0 0 0 0 0
pl 13A-4as 0.143 a 140 3.00 0 0 0 0 37 33 113 99
4BS26tt 0.540 a 1285 13.78 0 0 0 0 4 4 51 55
I-_pG 11D0 0.39D a 928 12.54 0 0 0 0 0 0 0 0
12B4)sw 0.097 s 231 289 0 0 0 0 0 0 0 0
4A5.2om 0.550 S 13.09 13,72 0 0 0 0 0 0 0 0
4B5-26n 0.540 s 1285 13.70 0 0 0 0 0 0 0 0
13A-40cs 0.143 s 140 3.00 0 0 0 0 0 0 0 0
4BS20n 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
4BS2Un 0.540 s 1285 15.08 0 0 0 0 0 0 0 0
1qJ 12B-0av 0.097 w 231 2.89 0 0 0 0 0 0 0 0
4AS-2om 0.550 w 13,09 27.55 0 0 0 0 0 0 0 0
I-ffa 4B5-26n _ 0.540 w 1285 29.73 0 0 0 0 0 0 0 0
13A4= 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4AS20m 0.550 w 13.09 27.55 0 0 D 0 0 0 0 0
4AS2omd 0.5w w 13.80 24.10 0 0 0 0 0 0 0 0
q 12C-0sYv 0.091 217 1.57 116 116 252 182 79 79 171 124
D 11D0 0.390 n 928 12.54 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.78 0 0 0 0 34 34 26 61
F 19A-0bstp 0295 264 2.06 0 0 0 0 0 0 0 0
F 19C-19ts(p 0.049 0.40 0.32 0 0 0 0 0 D 0 0
F 22A-Vm 1.180 2808 0.00 68 0 0 0 34 4 112 0
6 c)AED exouaon 7 13
Emelope bwAon 252 176 474 326
12 a) trmIMan 0 0 52 21
b) Room m mblaoon 0 0 0 0
13 bmtemalgains Oo Owft@ 230 0 0 D 0
Apphancesb1her 0 0
Subooaal (lines 6 b 13) 252 176 S26 347
Lessexoarmalload 0 0 0 0
Lessbaider 0 0 0 0
Redmiribution 252 176 99D 606
14 Stdlto4al 0 0 1516 954
151 Duct loads 1 15% 450/6 0 0 15% 45% 232 425
Total mom load 0 0 1748 1379
Airmquired (cm) 0 0 1 10 62
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-0C-1316:12 33wrights4aft' Right-Suite®Unhoelal201717.028RSU16793 Page10AGG _ca B RF G%Lot 131986Tnbeea B Loll RHG - Ejup Cale = MJB Front Doorfaces: E
Duct System Summary Job: Lot 131986TribecaBLoft ... wrightsoft'
Win: 07101/2017 Entire
House BY LFILM One
Stop Cooling and Heating Plan:
RHG 7225
Sandsoowe CourL Wnler Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 $Akb: wwuOneStopCoolinp.00m License: CAC032444 For.
Park Square Homes 3782
SALTMARSH LOOP, Sanford, FL External
static pressure Pressure
losses Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
airflow Total
effective length (TEL) Heating
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0250 /
0.090 in H2O 0.
150 in/1001t 0
dm 226
ft Coding
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
250 / 0.090 in H2O 0.
150 in/100ft 1367
dim Name
Design
Btuh)
Htg
dm)
Gg
dm)
Design
FIR
Diam
n)
H
x W n)
Dud
Mal
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BE02
c 1585 0 71 0.214 6.0 Ox 0 VIFx 16.5 100.0 st1 BED4
c 3039 0 136 0205 7.0 Ox 0 VIFx 21.6 100.0 st1 BTH2
c 417 0 19 0219 4.0 Ox 0 VIFx 14.0 100.0 , st1 CNN
c 4864 0 218 0.182 8.0 Ox 0 VIFx 25.0 112.0 st2 CWH
c 2704 0 121 0.191 7.0 Ox 0 VIFx 24.0 107.0 st2 GXKA
c 2704 0 121 0.189 7.0 Ox 0 VIFx 25.5 107.0 st2 Krr
c 2951 0 132 0.202 7.0 Ox 0 VIFx 16.5 107.0 st2 LAUN
c 2712 0 121 0215 6.0 Ox 0 VIFx 16.2 100.0 st1 LOFT
c 1542 0 69 0.218 6.0 Ox 0 VIFx 14.5 100.0 st1 MBEO
c 3967 0 177 0.150 8.0 Ox 0 VIFx 36.1 130.0 st3 MBTH
c 843 0 38 0.154 4.0 Ox 0 VIFx 32.1 130.0 st3 Mrol
c 244 0 11 0.154 4.0 Ox 0 VIFx 32.8 130.0 st3 MVVC
c 1119 0 50 0.154 4.0 Ox 0 VIFx 32.5 130.0 st3 PWCR
c 1379 0 62 0.198 4.0 Ox 0 VIFx 19.0 107.0 st2 T012
c 481 0 22 0223 4.0 Ox 0 VIFx 16.9 95.0 st1 Trunk
Htg Cig Design Veloc Diam H x W Dud Name
Type dim) dm) FIR fpm) in) in)- Material Trunk st1
PeakAVF 0 713 0.150 667 14.0 0 x 0 VinlFlx st2
PeakAVF 0 653 0.182 611 14.0 0 x 0 VinlFlx st3
PeakAVF 0 276 0.150 625 9.0 0 x 0 VinlFlx st1 C
Z017-
0d 1316:12 35 wrightsoft'
mghFSuiLouniversm 20l7 l7.02$ RSU16793 Page 1 ACCK .-
ce 8 RWGrlot 1319M Tribece 8 LollRHG - E1up Cale = MA Front Door faces: E
Grille Htg CA TEL Design Veloc Diam H x W Stud/Joist Dud
Name Size (in) dm) dm) ft) FR fpm) n) in) Opening (in) Mad Tnink
rb3 Ox 0 0 397 54.4 0.166 728 10.0 0x 0 VIFx rt2
rb4 0x 0 0 71 47.0 0.192 265 7.0 Ox 0 VIFx
rb1 Ox 0 0 899 59.9 0.150 644 16.0 Ox 0 VIFx rt2
Name
Trunk
Type
Htg
dm)
Gg
dm)
Design
FR
Veloc
Opm)
Diam
n)
H x W
n)
Dud
Material Trunk
rt2 PeakAVF 0 1296 0.150 594 20.0 0 x 0 VinIFIX
wrightsoft* Right-Suite®UrnuersW 201717.028 RSH6793
2o17-0a131
Page 2CCKV359
ca B RHGUI 131986Tribece BLofl RHG - Elup Calc = KO FrontDoorfaces: E
a Static Pressure and Friction Rate Job: Lot 131986 Tribeca B Loft...
wrightso, `• Date: 07/01/2017
Entire House B,r LFILM
One Stop Cooling and Heating
Plan: RHG
7225 Sandscove Court, Writer Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Wkb: wwarOneStopCodmg.00m Ucense• CPC032444
For. Park Square Homes
3782 SALTMARSH LOOP, Sanford, FL
Heating Coding
in H2O) in H2O)
External static pressure 0.50 0.50
Pressure losses
Coil 0 0
Heat exchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
LengthTotalEffective
Supply Retum
ft) ft)
Measured length of run -out 13 0
Measured length of trunk 24 15
Equivalent length of fittings 130 45
Total length 166 60
Total effective length 226
Friction Rate
Heating Coding
in/100ft) in/100ft)
Supply Ducts 0.150 OK 0.150 OK
Return Duds 0.150 OK 0.150 OK
Fitting Equivalent LengthDetails
Supply 4X=35, 11A=20,11 G=5,11 G=5,11 A=20,11 G=5,11 G=5,1 A=35: TotalEL=130
Return 6M=20, 6A1=10, 5E1=10,11G=5: TotalEL=45
1
35
wrightsoft' raght-Swte®UniversW 201717.028 RSU16793
2017 Ocs 1316:
ePapge 1
ACM .-cs BRHG11ot 131986 Tribece BLoft RHG - Elup Catc = MJB Front Door faces: E
FORM R405-2014
TABLE 402.4.1.
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 13 1986 Tribeca B Loft RHG - E Builder Name. One Stop Cooling and Heating
Street: 3782 SALTMARSH LOOP Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Sanford
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned attic
spaces shall be sealed.
Comers and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/doorjambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of
and cantilevered floors) subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by
insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air
tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and -plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
11/17/2017 3:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
AF 10X10-2 10X10-2
121 cfm 121 Cfm • (OPT) PRE -WIRE
j CLG. FANILITE
OPT) PRE -WIRE GFI /
CLG. FAN& /!
y - 7 ., y
AF
G H 10X10-1 DIN
I 218 cfm
A 10X8
1 132 cfm
AF
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EF1 = 5b CFM Fao w
EF2 = 80 CAM Fan
E173 = 1 CFM- F-an— ---
EFL1 = 50 CFM Fan
EFL2 = 80 CFM Fan
EFL3 = 110 CAM Fan
VTR = Vent to hoof
VTW = Vent to Wall \
DV = Dryer Vent
RV = Range Vent
Lineset Chase — —
Condensate — - — -
Thermostat 18/8 O
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
GARAGE
v
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2 cfm F n _\ n%
AF II
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1LAtU T;201STR2 F EF1 =
50 CFM Fan EF2 =
80 CFM Fan EF3 =
110 CFM Fan EFL1 =
50 CFM Fan EFL2 =
80 CFM Fan EFL3 =
110 CFM Fan VTR =
Vent to Roof VTW =
Vent to Wall DV =
Dryer Vent RV =
Range Vent Line_
set_C_hase — — Condensate — - — -
Thermostat
18/8 OT SRB =
Small Reduction Box LRB =
Large Reduction Box FBB =
Feld Built Box S.
D. 1OX10 `
1 1 AF
DCLG. FRAMILITE Zone
Damper 1 - ]14"Zone
Damper 2 - Bypass
Damper -
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 13, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93
through 702 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
BRISSON AVE (R/W VARIES)
S 00019'09 " E
40.00' 5' WALK PER PLAN
10' BUFFER,
WALL, LANDSCAPE, 2.5'
SIDEWALK EASEMENT
ZONINGkw DATE_12 U t -1
39.47' 39.47' Ok to construct single family home
LOT 13 with setbacks and impervious area
shown on plan. u13.4 *jo
1 T1•i bey,- , CTR5.67'
5.67'
16.7,
C
1?.0 5.67'
c UNAI C
T
12.0'
0J\
pING 0 O .
SANFoRo
LOT 15 LOT 12
tv PROPOSED RESIDENCE
1986-TRIBECA-0 CQ
EPAR 2' EXTENSION
2 CAR GARAGE RIGHT M;
SETBACKS AS FURNISHED
FRONT = 25'(1)
REAR 20'
SIDE - 5' (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET - 25' (60' & 75' LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO ZO' ON CERTAIN LOTS, NO MORE THAN
2) IN SUCCESSION AT '20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25'
PROPOSED = FTNSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS - 31.7'
5,67'
1
DRIVE
f
25.20' 25.20'
10' UTIL,
ESMT.
5' CONC WALK
CURB
S 00°19'09 " E
40.00'
5.67'
ryy' 47.21' P.C.
SAL TMARA.SH LOOP
PRIVATE ROAD)(WIDTH VARIES)
PLOT PLAN AREA CALCULATIONS
TOTAL LOT AREA 4,800 FEET
PLOT PLAN ONLY
NOT A SURVEY
FLATWORK ON/OFF LOT = TOTAL t SOUARE FEET FLATWORK
0 DRIVE 4031 110- 5131 SQUARE FEET FOUNDATION/PAD 1,354 t SQUARE FEET
VJACKS IDal300= 400 t SQUARE FEET REAR PATIO 120 t SQUARE' FEET pyG500
2,762 130 = 2,892 t SQUARE FEET FRONT
PORCH DECK POOL
DECK 50
t SQUARE FEET N/
A A SQUARE FEET NOTE:
FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CR.
USEINMEIYEIR—SCOTT L7G ASSOC., INC. — LAND SURVEYORS. LEGEND
I LEGEND - r
PLAT OL. POINT ON LILAC 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 ICLD
Tyr. TT ICAL NOTES? ID.
ICA
RIRON
PIPE IRON
ROD PRL PAL. CURVATURE POINTOFREVIDITCOMPOUNDPOINTOFCQ40pNDLtRVATURCUTUR1. THE UNDERSIGNED DOES HEREBr CDMFY THAT DO SURVEY MEETS INC STANDARDS Or PRACTICE SET FORTH or THE FLORIDA BOVTD OT CONCRETE
MOtAINENi RAIL RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE.PURSLWR M 4EC110N 472.027, FLORRIA SrATVCS SET
LIL SE1/2' IR ./OLD ASDD NR. NON -RADIAL 2. UNLESS EMBOSSEp R7TM SVAVEYOR'"u 51WMnlRE AND ORIGIffN. RAISIN SEAL T1115 SURVEY AMP OR COA[5 ARE NOT VAUp. REC. R[COVCRCD V.P. VITNEU POINT S. INS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS LLD. POINT Or DCWWINO CALL CALCM ATED OR VAS04M" THAT AFFECT THIS PROPERTY. PA-C. I, I, POINT OF COMMENCEMENT CEH
x^ FF. PERMANENT REFERENCE HON MENT FWISNEOFLOORIQ! 4. NO UNDERGROUND IMPROVEMENTS RAW. BEEN LOCATED UNLESS OTHERWISE SHOWN. MAIL
I. IS I. DISK D.SLWILDING FEARER LILAC KLINES. PUS SURVEY IS PREPARED FOR THE SOLE MIMI OF THOSE COMPTED TO AND "UW NOT BE RELIED UPON BY ANY OTHER ENTITr R/
V RIGHT-W-VAT RM 1[14100RR O/MENSIONS WIMN FOR THE LOGTpN OF DIPROMADNS HEREON SHOULD Nor BE USED TO RECONSTRUCT SOINIOARY LINES. ' CSNT.
DRAIN. CASCHEN7 D
R.
D. DASC DEARING F. BEARINGS, ARE BASED ASSIWED 0ATUM AN.) ON THE LINE SHOWN AS RISE SCARING (B.B.) UTIL.
UTRAINARI7TGE a ElEVA110NS, IF SIIMATL ARC .USED ON IWnow. GEODETIC VERnm DANM OF 1D20, UNLESS OTHERWSE NOTED. CLlC.
CHAIN LINK FENCE 0. CERTIFICATE W AVINpI11Z1TpN Ne. 4390. VDFC. •
VOOD FENCE C/
D • CONCRETE D1OM P.
C. - POINT OF a IAMI= P.
T. • POINT W TANGENCY DESC. •
DAD DESCRIPTIONIUSD -
ARC NGTN DELTA
C •
CHORD C.
D. - CHORD DEARING NORTH
THIS
BUILDINC\PROPERTY DOES NOT LIE W"HIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER -nRM- ZONE
W MAP / 121I7CO090 F (09-28-07) CERTIFIED
BY: aXM
CRUS MEYER, R.LS. / 4714 W.
S R.LS 1 4001 I
SCALE 1- 1' - 20- ---- 4 1 DRAWN BY: ••• I N TY1TL __
ORDER No. PLOT
PLAN 07-24-2017 2916-17 - REVISED
PLOT PLAN (AC ONLY) 08-24-2017 REVISED
PLOT PUN (2' EXTENSION) 11-15-2017 5=-17
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RECORD COPY
RE: P19866-T - Park Sq Hm/Tribeca-1986-B MITek USA, Inc.
Site Information: 66r904 Parke East Blvd.
Customer Info: PARK SQUARE HOMES Project Name: P1986B-T Model: TRIBECKmqb86 36/1lXV
Lot/Block: 13 Subdivision: WYNDHAM PRESERVE
Address: 3782 SALTMARSH LOOP
City: SANFORD State: FLORIDA
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria S Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014fTP12007 Design Program: MITek 20/20 8.1
Wind Code: ASCE 7-10 (All Heighll Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 45 individual, Truss Design Drawings and 0 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.
INo. I Seal# ITruss Name I Date I No. I Seal# ITruss Name I Date
1 IT12535463 IA1 11/17/17 112 1 T12535474 I B3 11/17/17
2 IT12535464 IA2 11/17/17 113 1 T12535475 1 C1 11/17/17
3 IT12535465 I A3 111/17/17 114 I T12535476 I C2 111 /17/17 I
14 IT125354661A3T 111/17/17115 IT12535477IC3 111/17/17I
15 I T12535467 I A4 111/17/17 116 I T12535478 ICJ 1 111/17/17
16 IT12535468IA4T I11/17117I17 IT12535479ICJ3 111/17/17I
17 IT12535469IA5 111/17/17I18 IT12535480ICJ3T 111/17/17I
18 IT125354701A6T 111/17/17I19 IT12535481 ICJ5 111/17/17I
19 IT125354711131 111/17/17I20 1T12535482ICJ5T I11/17/17I
110 I T12535472 IB2 111/17/17 121 I T12535483 I D 1 111 /17/17 I
I11 IT12535473 16213 111/17/17 122 1 T12535484 I D2 111/17/17 I
This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies
REVISION
The truss drawing(s) referenced above have been prepared by
MITek USA, Inc. under my direct supervision based on the parameters
provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/rPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MTek. Any project specific information included is for MTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/rPI 1, Chapter 2
rC
LESTATE OF
November 17,2017
Lee, Julius 1 of 2
RE: P198613-T - Park Sq Hm/Tribeca-1986-B
Site Information:
Customer Info: PARK SQUARE HOMES Project Name: P1986B-T Model: TRIBECA 1986 - B / TRAY
Lot/Block: 13 Subdivision: WYNDHAM PRESERVE
Address: 3782 SALTMARSH LOOP
City: SANFORD State: FLORIDA
INo. ISeal# Truss Name I Date
23 IT12535485 I D3 11/17/17
24 IT12535486 IF1 11/17/17
25 IT12535487 JF1A 11/17/17
26 IT12535488 IF113 11/17/17
27 IT12535489 IF1C 11/17/17
I28 IT12535490 I F2 111/17/17
129 IT12535491 I F3 111/17/17 1
130 IT12535492 I F3A 111/17/17 I
131 IT12535493 I F3B 111/17/17 1
132 IT12535494 I F3G 111/17/17 1
133 IT12535495 I F5 111/17/17 I
134 IT12535496 I F6 111/17/17
135 IT12535497 1 F6A 111/17/17 1
136 IT12535498 I FT1 111/17/17 1
137 IT12535499 I FT2 111/17/17 I
138 IT12535500 I FT3 111/17/17 1
139 IT12535501 I J5 111/17/17 1
140 IT12535502 I J7 11/17/17
141 IT12535503 I J7T 111/17/17 1
142 IT12535504 1 KJ5 111/17/17 I
143 IT12535505 1 KJ7 111/17/17 I
144 IT12535506 1 KJ7T 111/17/17 I
145 IT12535507 I MG1 111/17/17 1
2 of 2
Truss Type Park Sq Hmaribeca1986-8JTruss10tyJPly T12535463JJobP19868-T Al COMMON d 1
ReferenceJob
mla-monaa Lumber, ttanow, rL
7$11 7-0.5
B.l.tu s Sep 1 b zul r Mr l ex mausmes, me sin Nov 1 f ub:1a jj zu 1 r
10:3zzrE5595gHBgKdROwR6OYzkweee9uMKgH 17hLc2xgFOgB9MUVO PLkB?Sv1
21.4.5 } 28-" 2'
7.0.5 7.3.11 1
4x4 =
600 F2 4
u
Scale = 1.51.3
3x4 = 4x4 = 30 = 4x4 =
dxd
LOADING (pSO SPACING- 2-0-0 CS1. DEFL. in loc) Udell Lid
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Ven(LL) 0.31 6-10 999 240
TCDL 10 0 Lumber DOL 1.25 BC 0.53 Ven(TL) 0.56 S-10 610 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.25 Horz(TL) 0.08 6 nla nla
BCDL 10.0 Code FBC20/4/TPI2007 Matrix -MS
LUMBER- BRACING-
PLATES GRIP
MT20 2441190
Weight: 131 lb FT = 20%
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.35 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ile/size) 2-1207/0-4-0, 6=1207/0-4-0
Max Harz 2=155(LC 6)
Max Uplrft 2=315(LC 8), 6=315(LC8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=19301486, 3-4=1696/482, 4-5=16961482, 5.6=1930/486
BOT CHORD 2-10=335/1704, 8.10=127/1109, 6-a-33511651
WEBS 4-8=153/697, 5-8=-414/223, 4-10=153/697, 3-10=-414/223
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=25ft; B=45ft; L=29ft; eave=oft, Cat.
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); 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 bad of 20.Opst 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 = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 315 Ile uplift at
joint 6.
a
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARNING - Verrill design
with MlTe * co
and READ ROTES
is ale
AND INCLUDED doers REFERENCE PAGE4ev
dual building component.
BEFORE USE.
Design gird for use onlywith MTekm tonnreUora Thisdesign is based Dray upon parameters Mown, andisforan individualtwang oomponW, not
a true system Before use, the buildup designer must veiny the appirrabnbly ofdesign parameters and property incorporafe this design into the overall
buitdmgdesign Bracing indicated isto preventbtcdngofindividualtruss weband/or Mom members only Adddionel temporary and permanentbracing
is always required for stability and to prevent collapse with possible personal ini and property damage For general guidance regarding the
fabrication, storage, delivery, &action andbracingoftrusses and truss systems. see ANSVMII Quality CAteAa, OSS419and SCSIBuilding Component 6904 Parka East Ohio
Safety Information available from Truss PlateInstitute. 214 N Lee West, Suite 312. Alexandria. VA 22314 Tampa. FL 36610
Job Truss Truss Type pry PlyPartSq Hm/Tribeca 1986E
T12535460
P1986B-T A2 HIP 2 1
o e o do
Mid-Flonda Lumber, Bartow, FL. 8.13D s Sep 15 2017 Mires Industries, Inc Fn Nov 17 06.18:34 2017 Page 1
6-9-4 6-2.12 2.8-0 6.2.12 6-9-4
Scale = 1`50 8
Aide =
40
4 5
13 12 -- 10 9
t.Sx4 II 3x4 = 3x4 = 1.50 II 3xb =
3x8 =
69.4 13-0-0 t5.&O 2t-1a12 2e.a-D
6.9-4 62.12 2 62.12 69 t
Plate Offsets (X.Y)— 14.0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20 0 Plate Grip DOL 1.25 TC 044 Ven(LL) 0.09 12.13 >999 240 MT20 244119D
TCDL 10.0 Lumber DOL 1.25 BC 0 53 Ven(TL) 0.26 12.13 >999 180
BCLL 00 Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 7 rVa Ida
BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Weight. 152 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=12071D4.0, 7=1207/0-4-0
Max Horc 2=142(LC 7)
Max Uplift 2=315(LC 8), 7=315(LC 8)
FORCES. (lb) - Max Comp./Max. Ten. -All forces 25D (lb) or less except when shown.
TOP CHORD 2-3=2000/475, 3-4=1443/398, 4-5=1215/394, 5-6= 1445/398, 6-7=1999/475
BOT CHORD 2-13=330/1716, 12-13=330/1716, 1D-12=151/1214, 9-10=330/1715, 7-9=330/1715
WEBS 3.13=0/260, 3-12=-584/206, 4-12=-72/370, 5.10=73/372, 610=583/205, 6-9=0/258
NOTES-
1) Unbalanced rooflive loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=2511; 8=4611; L=29111; eave=oft; Cat.
II; Exp B, Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water ponding
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will rd between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at
joint 7.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARMNG-Verlly rAaf/pn parerrmerers and READ MOTES ON r105 AND INCLUDED aDTEK REFERENCE PAGE MIL7473 rev. /003/50/5 BEFORE USE.
Design valid for use only with MiTeldib Connectors This design is based only upon parameters shown, and is for an indwtduel budding component, not
atruss system Before use, the building designer must verdy the applicability of design parameters and property incorporate the design into the overall
budding design Bracing donated isto prevent buckling of mdmdwl buss web and/or lord members only Additional temporary and permanent bracing
is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the
fabrication, storage, delwery, erectidn and bracing of trusses and buss systems, a" ANSVTPII Quality Criteria, DSB49 end BCSI Building Component 6904 Perko East BaldSafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Streat, Suds 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Park Sq Hm(rribeca-1986-8
JPty T12535465
P1986B-T A3 HIP 1 1
Job Reference (optionall
Mid -Florida Lumber, Bartow, FL.
1_
5.94
a.1au s bep to zuv MI iex
ID:3arE5595gHBgKdROwR6OY6wme-aY00
11-0-0 I 174;-0 22-1a12_
52.12 6b0 5 2-12
0e MT20HS =
40
4 20 215
me rn Nov i r ubrla:ao zu1 t Panel
5-94 I.".
Scale = 150 0
13 12 10 9
30 = tx4 II 30 = 30 — 3xS MT20HS = 1x4 II 30 =
i I $-22 89-0 ltmZ0.
5.
APlate
Offsets (X Y)— f4.0-5.4.0-2-01 LOADING (
psf) SPACING- 2-"CSI. OEFL. in floc) Udell Ud TCLL
20.0 Plate Grip OOL 1.25 TC 072 Vert(LL) 008 12 999 240 TCDL 10.
0 Lumber DOL 1.25 BC 052 Vert(TL) 0.25 10-12 999 180 BCLL 0.
0 ' Rep Stress Ina YES WB 031 Horz(TL) 009 7 n/a n/a BCDL 10.
0 Code FBC20141TPI2007 Matnx-MS LUMBER- BRACING -
PLATES GRIP
MT20 2441190
MT20HS 1871143
Weight 146
Ib FT = 20% TOP CHORD
20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purling. BOT CHORD
2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4
SP No.3 WEBS 1 Row at midpt 4-10 REACTIONS. (lb/
size) 2=1207/0-", 7=1207/0-4-0 Max Harz
2=121(LC 6) Max Upldl
2=315(LC 8). 7=315(LC 8) FORCES. (III) -
Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=2036/486, 34=1609/428, 4.5=1384/4W. 5-6=1609/427, 6.7=2036/486 BOT CHORD
2-13=348/1756, 12-13=348/1756, 10.12=207/1383, 9.10=348/1756, 7-9=348/1756 WEBS 3.
12=439/162, 4-12=431399, 5-10=421399. 6.10-439/162 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind,
ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf, h=25ft; B=4511t; L=29ft; eave=4ft, Cat. II; Exp
B, Encl., GCpi=0.18; MWFRS (directional); 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 rid
between the bottom chord and any other members. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 315 Ib uplift at joint 2 and 315 lb uplift at joint 7.
Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies O WARNING -
Verity design parameters end MAO NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 rev. 1403,7015 BEFORE USE. Design valid
for use only with MiTela® Connectors This design itsbased only upon parameters Mown, and is for an individual building Component, not a war
system. Before use, the bu ideip designer must verdy the applicability of design parametersand property inoaporde this design into the overall budding design
Bracing sdicated is to prevent budding of individual truss web and/or Card members only Additional! temporary and permanent braung is always
requiredfor subtly, and to prevent collapse with possible personal injury and propertydamage For general guidance regarding the Is fabrication. storage,
delivery. erection and bracing of trussesandCoss systems, weANSMII Ouslhy Criteria. OSS49 and SCSI Building Component 6904 Padnf Fast Blvd Safety Information
availablefrom Tens Plate Institute. 21aN. Lee Slrsel, Suds312, Alexandria. VA 22314 Tampa, FL 36010
Job Truss Truss Type Ply Park Sq HrrVTribeca-19B&Bloly T12535466
P1986B-T A3T SPECIAL 1 1
311
Mid -Florida Lumber, Banow, FL. 8.130 It Sep 15 2017 MTek Industries, Inc. Fn Nov 17 06.18:36 2017 Page 1
ID.3zzr£5595gHBgKdROwR6OYzkwee-2kaoJMV+HDNaYoKdlyp7l pngAjTTBhWAt2g2eYylMbX
I 2to -0 11-0l 12•&12 17$-0 22-10•12 2&8-0 2-3 /
4$ 4 4.6 1$42 4 11 52-12 S!i o Sale - 149.
9 6.00
12 urB = 1.
50 II 4x9 = 4 5
256 6;B -
3x4 = 1.5x4
II 300 = tx4 It 3x4 = LOADING (psf)
SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 200
Plate Grip DOL 1.25 TC 079 Ver(LL) 0.16 15-20 >999 240 MT20 244119D TCDL 10
0 Lumber DOL 1.25 SC 074 Ven(TL) 0.41 15-20 >835 180 BCLL 0.
0 Rep Stress Inv YES WB 0.47 Horz(TL) 0.24 8 nla Na BCDL 10.
0 Code FBC2014/TPI2007 Matrix -MS Weight: 191 lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 3-11-11 oc purllns. 1-3:
2x6 SP No.1 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. BOT CHORD
2x4 SP No.2 'Except' 2-13:
2x6 SP No 1, 5-12, 20 SP No.3 WEBS 2x4
SP No 3 OTHERS 2x6
SP No.1 LBR SCAB
1-3 2x6 SP No.1 one side REACTIONS. (lb/
sae) 1=1170/0.4-0, 8=1194/0.4-0 Max Horz
1=120(LC 6) Max Uplift
1=265(LC 8), 8=312(LC 8) FORCES. (lb) -
Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD
1-2=515/156, 2-3=263816W, 3.4=18681470, 4-5=17011470, 5-6=1703/472, 6-7=
1570/420, 7-8=20021478 BOT CHORD
2-15=454/2410, 14-15=-452/2389, 13.14=23711623, 10-11=342/1726, 8-10=342/1726 WEBS 3-
14=888/248, 4.14=-92/492, 4-13=65(288, 11-13=18811245, 6-13=89/552, 7-11=4531165. 3-15=271353 NOTES-
1) Attached 7-8-13 scab 1to3,
front
face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.131'x3") nails spaced 9" o.c.except : staring at 2-11-1 from end at joint 3, nail 2 row(s) at
2" o.c. for 2-11-3 2) Unbalanced roof live loads have been considered for this
design. 3) Wind ASCE 7-10; Vuh=140mph (3-second gust)
Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=2511; B=45ft; L=2911, eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); 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
list bottom chord live bad nonconcurrent with any other live bads. 6) ' This truss has been designed for a live load
of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.
7) Bearing at joint(s) 1 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)
o1 truss to bearing
plate capable of withstanding 265 lb uplift at joint 1 and 312 lb uplift at joint 8 Printed copies of this document are not considered
signed and
sealed and the signature must be
verified on any electronic copies 0
WARNING • V -i erfy dplgn Parameters
end READ NOTES
ON 7NIS AND INClI1DED
M11FI( REFERENCEPAGEM0.7173rev. fdD3/20/S BEFORE USE. Design validforuse only with MITek® connectorsThis design
is based only upon parameters shown, and d for an individual building component, not a cuss system Before use, the building designer must venfy
thesppl"bnbty of design parameters and property mcerpuWe this design into the overall buadulg design Bracing entire( is to prevem bucklingof individual
Vuss web enchord membersOnlyAdditionaltemporaryandpermanentbracupnWays1e0urred for Aabddy and 10 prevent eblbpee with possiblepersonalmiuryandpropertydamageForgeneralguidanceregardingthelebntAlron, storage. delivery, erection and bracing of trusses and miss systems,
see ANSUTP11 Quality CrlteAa, DSB49 and SCSIBuilding Component 6904 Parke Ems: Blvd. Safety Information available from Tens Plate Instdae, 218 N. Lee Street. Sure 312. Mesandna, VA 22314Tampa, FL 36510
Job Truss Truss Type Ory Park Sq HMTribeca-1986•BJPty T12535467
P19868-T A4 HIP 1 1
ReferenceJob 'o
Mid -Fonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Nov 17 06:18:37 2017 Page 1
ID•3urE5595gHBgKdROwR60Yzkw-c,VVk N(iuo2XVRAyvpAgKMr1K6j6oCwDfJ6dO7AylMbW
44.14-0 I 19-00 I 288-0-0-0 2(11-0,
9-
2.129.4
9$
4.9.4
3
US MT20HS =
4xS MT20HS =
20 ' 21 6
Scale = 150 0
13 11 10
04 = 3x4 = 30 = 30 = 4x4
US MT20HS =
r 9-0-0 f9-0-0
1d•4-0
5 4-0
1941-0
5-4-0 I 28414
940
Plate Offsets (X.Y)— r2:0-2-0.Edoel.14:0-5-4.0-2-01,I6:0-5-4.0-2-01.18:0.2-0.Edael
LOADING (par) SPACING- 2-" CSI. DEFL. in (hoc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.12 13-16 999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.77 Vert(rL) 0 34 13-16 999 180 MT20HS 1871143
BCLL 00 Rep Stress Ina YES WB 0.16 Horz(rL) 009 8 n/a n/a
BCOL 10.0 Code FBC2014/rP12007 Matnx-MS Weight 145 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/sae) 2=1207/0-4-0, 8=1207/0-4-0
Max Harz 2=101(LC 6)
Max Uplift 2=315(LC 8). 8=315(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=20291531. 3-4=17561456. 4-5=17791510, 5.6=17791510. 6-7=17561456, 7-8=20291531BOTCHORD
2-13=39811763,
11-13=260/1524, 10.11=260/1524, 8.10=398/1763 WEBS 3-13=283/157,
4-13=25/347, 4-11=981424, 5-11=3631147, 6-11=98/424, 6.10=25/347. 7-
10=2831157 Structural wood sheathing directly applied
or 4-0-6 oc purtins. Rigid ceiling directly applied or
9-3.13 oc bracing. NOTES- 1) Unbalanced roof live
loads
have been considered for this design. 2) Wind, ASCE 7-10;
Vu@=140mph (3•second gust) Vasd=108mph, TCOL=4.2psf; BCOL=3.Opsf, h=25ft; 8=45ft; L=29ft; eave=oft; Cat. lit, Exp B; Encl., GCpi=
0.18; MWFRS (directional), Lumber OOL=1.60 plate grip OOL=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 315 lb uplift at joint 2 and 315 lb uplift at joint 8 Printed copies of
this document
are not considered signed and sealed
and the signature must be verified
on any electronic copies it1 Q
WARNING • Vertly, dole.
parsmefersandREADNOTESONTHISAMINCLUDEDWENREFERENCEPAGEMLL7473rev. 140102r li BEFORE USE. Design valid foruse only
with MRekS connectorsThis designis besed only upon parameters shown, andis for an adwrdual buildupcomponent, not a trusssystemBefore use,
the building designer mind verify the appliwbibly of design parameters and property ircorporne this design into the overall building design Bracing indicatedis
toprevent bucking of aldmdualtruss webandkr Chordmembers only. Additionaltemporary and permanent bracing is alwaysrequired for stability,
and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication, storage. delivery. erection and
bracing of trusses and truss systems, seaANSVIPIIQualityCriteria, 03849 and SCSI Building Component 62NPeke East Slid Safety Information available from Truss
Pate Institute. 210 N Lee Street, Suite 31ZAlexandra. VA 22314. Tampa, FL 36610
Job Truss Oty Py Park SqHm/Tnbeca-1986-BTPEC,:eT
T12535068
P19868-T A4T 1 1
Job Reference (optional)
hm0-1.10110a Lumber, Banow, FL.
2.3.4 3-4a 3.4.6 34-12
Skit MT20HS =
t.Sx4 II
26 4 5
8.130 S Sep 15 2017 MiTek
3-5-10 3-5.10 4.2.12
30 = 4x0 MT20HS =
6 27 7
IDC Fn Nov 17 05:18:38 2017 Page 1
4.9.4
Scale = 149 9
20 II lxa rl 14 13 12 11
4x12 — 1.50 II 4xB = 30 = 1x4 II 3x4 =
2-3-A 5.7.10 9.D.D 12.8-12 16-2-6 19•A-0 2110.12
2.3.4 3.4$ 3-&12 15.10 1 0-2-12
Plate Offsets (X.Y)— 12,0-6-12.Edoel.14:0-".0-2-81. 17:0.5-4.D-2-01. 119:0.1-4.D-1-01
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Udell Ud
TCLL 200 Plate Grip DOL 1.25 TC 0.79 Velt(LL) -0 16 15-16 >999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -042 15-16 >823 180
BCLL 00 Rep Stress Incr YES WB 0.62 Horz(TL) 024 9 n1a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2'Except* TOP CHORD
1-4: 2x6 SP No.1
BOT CHORD 2x4 SP No.2 'Except* BOT CHORD
2-15: 2x6 SP No. 1, 5-14: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
18-19: 2x4 SP No 2
OTHERS 2x6 SP No.1
LBR SCAB 1-4 2x6 SP No 1 one side
REACTIONS. (lb/size) 1=1169/D-4-0, 9=119510.4-0
Max Horz 1=100(LC 6)
Max Uplift 1-266(LC 8), 9=312(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=5151156. 2-3=29691681, 3-4=2187/529, 4-5=2194/567, 5-6=218D/564,
6-7=168914 75. 7-0=1714 /446. 8.9=2027/483
BOT CHORD 2.17=541/2767, 16-17=5412767, 15-16-31811915, 12-13=250/1487. 11-12=35511755,
9-11=355/1755
WEBS 4-16=-93/536, 4-15=97/456, 13-15=28411623, 6-15=1281710, 6.13=7251177,
7-13=811413, 7-12=41284, B-12=3251122, 3-17=27/280, 3-16-9701251 PLATES GRIP
MT20 2441190
MT20HS 187/
143 Weioht: 199
Ile FT = 20% Structural wood
sheathing directly applied or 3-9-13 Of: puffins, except end
verticals. Rigid ceiling
directly applied or 9-10.15 oc bracing. n d
NOTES- 1)
Attached
1D-2-10 scab 1 to 4, front face(s) 2x6 SP No 1 with 2 row(s) of 10d (0.131'x3') nails spaced 9" o.c.except : starting at 141-6 from end
at joint 1, nail 2 row(s) at 2' o.c. for 2.11-3. 2) Unbalanced
roof live loads have been considered for this design 3) Wind:
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=lDBmph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=4511; L=29ft; eave=oft, Cat. It. Exp•
B; End.; GCp1=0.18; MWFRS (directional); 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) Bearing
at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should venfy capacity of
bearing surface. 9) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 1 and 312 Ile uplift at Printed copies of this document are joint 9.
not considered signed and sealed and the signature
must be verified on any electronic
copies 0Verret, o
design
peUM
co and READ
NOTES Old assies AND MCIUDra meters town.REFEand is
PACE
M11.7Qf
build /bDYm po BEFORE USE.
mi
allow Design valid far
use any, with IMTeL®connenon This Oeapn is Dosed only upon parameters crown, and st for an individuet building COIfip011ert1, not a truss system
Before use. the buildup dasipner must venty the Applicability of design parameters endproperly Incorporate Vie design into tire overall bW Wng design
Bmcmg indicaled is to prevent oucWop of Indradual buss web aMlaf dxwd membersordy Additional temporary and permanent bracing D atwaya required for
Nabdayand to prevent Collapse withpossiblepersonal difury and property damage. For generalguidance regarding the 90, fabrication, storage, delivery, ereden
and bracing of trusses and truss systems, ace ANSVTPIt Quality criteria. DSB-89 and BCSI Building component 6904 Parke East Bhd Safety Information available fromTrussPrateInstitute, 21B N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 35610
Job Truss Truss Type ory Park Sq Hm/Tnbece-19868jPly T12535469
P19868-T A5 HIP 1 1
b Reference loationall
Mid -Fonda Lumber, Bartow. FL. 6.130 s Sep 15 2017 MTek Industries. Inc Fri Nov 17 06:10 39 2017 Page 1
I D:3zzrE5595gHBgKdRO WR6OYzkwee-SJFwxOv2a818PG3C14Mq WSPLvwRFOzocZxvEFyl MbU
1-001 39 700 11-141 ) 16.9.15 21-8-0 24.to12 28 0 980
l' 3.9 32.12 4-10-1 4.11.13 4-10-1 32.12 3.9.4 1-0-0t
Scale = 1:50 0
5x5 = 30 = 1 5x4 II 5x5 =
4 520 21 22 6 2324 25 7
15 14 - -- _. 12 -- -- 11
dx8 - 3x4 = 6x8 MT20HS = 4x8 = 30 = 4x8
44 =
7110 11-10.1 16 9 1s 21 8 0 2&B-017t4-10-1 1 4-11.13 4-
1 74-0 '
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.25 12-14 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.92 Vert(TL) 0.62 12-14 553 180 MT20HS 187/143
BCLL 0.0 Rep Stress Ina NO WB 0.82 Horz(TL) 014 9 n/a Na
BCDL 10.0 Code FBC2014frPI2007 Matnx-MS Weight: 169 lb FT = 20%
LUMBER -
TOP CHORD 20 SP No.2 'Except'
4-7. 2x4 SP No 1
BOT CHORD 2x6 SP No.t
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1981/0-", 9=2210/0-4-0
Max Horz 2=-81(LC 6)
Max Uplift 2=-556(LC 8). 9=-648(LC 8)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3960/1090, 3-4=3768/1037, 4-5=5021/1444, 5.6=-5019/1473, 6.7=5019/1473,
7-8=428711246. 8.9=-4477/1294
BOT CHORD 2.15=90813521. 14-15=-806/3318, 12-14=-1301/5021, 11-12=992/3779,
9.11=1089/3980
WEBS 4-15=-52/286, 4-14=61612161. 5.14=419/200, 6-12=576/298, 7-12=41611571, 7-11=-84/620
NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, 8=45ft; L=29ft; eave=oft; Cat. 11. Exp B; Encl.,
GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp 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 vide will fen betweenthe
bottom chord and any other members. 7) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 556 lb uplift at 1okul and 648 lbuplift at joint 9 8) Hanger(
s) or
other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 106 lb up at 13-7-4, 105
lb down and 106 lb up at 15.7-4, 109 lb down and 106 lb up at 17-7-4, and 112 lb down and 106 lb up at 19.7-4. and 187 Ili down and
207 lb up at 21-8-0 on top chord, and 778 Ib down and 219 lb up at 12-9-8. 66 lb down at 13-7.4. 66 lb down at 15.7-4, 66
lb down at 17-7-4, 66 lb down at 19.7-4, and 66 lb down at 21-7-4, and 268 lb down and 100 lb up at 21-841 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) bead + Roof Live (
balanced): Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert:
1-4=60,
4-7=-60, 7-10=60, 2-9=-20 O WARNING - va try
design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev. IONN2015 BEFORE USE. Design valid for use
ordy with Mrek® connectors This design is based only upon parameters shown, end a for an individual building component, not a truss system Before
use. the buildup designer must verily the applicability of design parameters and property incorporate this design into the overall buSNng design Bracingindicated
is to prevent bucidmg ofnilividual lass web andfor chord members only. Additional temporary and permanent bracing Is always required for
stabilityand to prevent collapse with possiblepersonal injury and property damage For general guidance regarding the fabrication, storage, delivery, eniction
and bracing of trusses and truss systems, see ANSIRPH Oualiry Crlterq. 05"9 andSCSI Building ComponemSafety Imornadonavailable from
Truss Plate Institute. 218 N Lee Street. Suite 31Z Alexandria. VA 22314 Printed copies of this
document are not considered signed and
sealed and the signature must be
verified on any electronic copies in
6904 Parke East
8hd
Tamps. FL 36610
Job Truss Truss Type Qy Ply Park Sq HndTfteca-19B6-B
T12535469
P1986B-T AS HIP 1 1
D Reference (optional)
Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 17 06,18.39 2017 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-SJFwxOv2eBIBPG3Cl4MgwSPLvwRFOzolZttvE FtylMbU
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 7=140(F) 13=778(F) 11-309(F=41) 21=97(F) 22=-97(F) 24=97(F) 25-97(F) 26=41(F) 27=41(F) 28=41(F) 29=41(F)
0 WARWNO - Verify design panivirt ens and READ NOTES ON T OS AND INCLUDED aBTEN REFERENCE PAGE MO.7473 rev. /AWMS BEFORE USE.
Design valid for use only with MITek* connectors This design is based only upon parameters shown, and is tot on individual busting component, nor
a lives &"am Before use, the building designer must venfy the applicability of design paromeurm and property Incorporate this design into the overall
building design Btac" indicated is to prevem buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing
is alwaysrequiredfor Stability and to prevemcollapse with possible personal injury and property damage For generalguidanceregarding the NOW
bi, alron, storage, delivery, erection and bracingof trusses and Russsystems, see ANSVTPM Oualhy Craena, DSB49 and SCSI Building Component 690e Parke East Blvd. Safety Information available fromTens PlateInsinuie, 218 N LeeStreet, Suite 312. Alexandra, VA 223M. Tampa, FL 36810
Job Truss Truss Type Dry Ply Sq HmfTribeca-1986-8
T125354701parkP19868-T A6T SPECIAL 1
i
Mid-Flonda Lumber, Bartow, FL.
I V 10 2
2.31 2$12 2-0-0 30 2
5x8 =
Ann 4
2$10 4-510
2x4 11 04 = AIM =
29 5 30 6 31 32 7 33
0.130 s Sep 15 2017 MTek Industries. InC Fn Nov 17 05:18:41 2917 Page 1
IBgKdROwR6OYzkwee-PiNhM31d6m7seaDbPV0171V)mj9Xss6vl FOKJtoMbS
21$0 24r10t2I2
9-
9_6.0,
1 S10 32•t2 3_4 1-0-0
US =
34 6
Scale = 1:49.9
q, V10701
20 II 3x4 =
2x4 II 1.Sx4 IISig =
US
15 37 38 1439 40 13 12
2x4 II 4x14 = 30 = 1.50 II 3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 067 Vert(LL) -0.21 16 >999 240 MT20 244/190
TCOL 10.0 Lumber OOL 1.25 BC 0.81 Vert(TL) -0.53 16-17 >644 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.84 Horz(TL) 0.28 10 nla nla
BCOL 10.0 Code FBC2014/TPI2007 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x6 SP OSS -Except' TOP CHORD
4-6: 2x6 SP No.2, 8-11: 20 SP No.2
BOT CHORD 2x4 SP No.2 'Except' BOT CHORD
2-16: 2x6 SP No.1, 6-15: 20 SP No.3
WEBS 2x4 SP No.3 'Except'
20-21: 20 SP No.2
OTHERS 2x6 SP OSS
LBR SCAB 1-4 2x6 SP DSS one side
REACTIONS. (lb/size) 1=221510-4-0, 10=2170/0-" Max Horz
1=79(LC 6) Max Uplift
1--652(LC 8), 10---659(LC 8) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-2=9831329. 2-3=679712045, 3-4=572211766, 4-5=6345/1953, 5.6=6345I1953, 6.7=
702612162. 7-8=4681/1469, 8-9=3950/1216, 9-10=399311182 BOT CHORD
2-19=181816343. 18.19=1818/6343, 17-18=148315191, 16.17=2039/7092, 6-16=0I354, 14-15-
114/447, 13-14=97313537, 12-13=982/3499, 10.12=982/3499 WEBS 4.
18=434/1405, 4.17= "811515, 14-16=1257/4384, 7-16=-802/2660, 7-14=1895/661, 8-14=
350/1492, 8-13=631522, 9.13=253/169, 6-17=10011293, 3.19=1511609, 3-18=
14661427 Weight: 397
lb FT = 20% Structural wood
sheathing directly applied or 5.9-6 cc purlins, except end
verticals. Rigid ceiling
directly applied or 10.0-0 cc bracing. 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 cc, 20 - 1 row at 0-9-0 cc. Bottom chords
connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 20 - 1 row at 0-9-0 cc. Webs connected
as follows: 20 - 1 row at 0-9-0 cc. 2) All
loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to Ply connections
have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Special
connection required between scab 1 to 4 back face(s) and truss 4) Unbalanced
roof live loads have been considered for this design. 5) Wind:
ASCE 7-10: Vuk=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3 Opsf; h=25ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp
B. Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 6) Provide
adequate drainage to prevent water ponding. 7) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this document are 8) ' This
truss has been designed for a liveload of 20.Opsf onthe bottomchord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide not considered signed and sealed and will rdbetweenthebottomchordandanyothermembers. 9) Bearing
at joint(s) 1 considers parallel to gram value using ANSIlrPI 1 angle to grain formula Building designer should verify the signature must be verified on capacity of
bearing surface. any electronic Copies 10) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 1 and 659 lb uplift 0 wARNING •
verifydesign parsmafars andREAD NOTES ONrm AND INCLUDED NITEK REFERENCEPAGE NLL7473 rev. IGAM3 BEFORE USE. Know Design valid
for useonly wdhWTekOconnetlws The design is based only upon parameters shown, and is for an individualbuildupcomponent, not i a truss
system. Before use. the buildup designer must verily the applicability of design parameters and property mwrporale this design into the overall building design
Bracing indicated is to prevent bucong of individual bussweb and/or cord members only Additional temporary and permanent bracing is always
requiredfor stability and to prevent collapse wdh possible personalinjury and popery damage. For general guidance regarding the fabrication, storage.
delivery. areclon and bracing of trussesand trusssystems. eee ANSVIPII OualBy Criteria, 05549 and SCSI Building Component 6904 Parke East Blvd Sdety Information
available from Trios Plate InGdute, 218 N Lee Street. Suite 312. Alwridna, VA 22314. Temps, Fl 36610 7
Job Truss Truss Type Oty Ply Pant Sq HirlrTribeca-1986-8
T12535470
P1986B-T A6T SPECIAL 1
Mid -Florida Lumber, Banow, FL 8.130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06:18:41 2017 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-PiNhM3xl6m?seaDbPVOMVjjrry9Xss6v1 FOKJIyIMDS
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29Ib down and 90 lb up at 7-", 26 lb up at 9.412, 26 Illup at
11.0.12, 97 lb down and 106 Ill up at 13-0-12, 97 Ill down and 106 Ill up at 14 4 0, 97 lb down and 106 Ill up at 15.74, 97 Ill down and 106 lb up at 17.74. and 97 lb
down and 106 lb up at 19.7.4, and 189 lb down and 205 lb up at 21-8-0 on top chord, and 502 lb down and 231 lb up at 7-0-0. 180 Ill down and 76 lb up at 9 12, 180
Ib down and 76 Ib up at 11-0-12. 66 lb down a1 12-10-8, 66 lb down a1 144-0, 66 lb down at 15-74, 661b down at 17-74, and 66 Ib down at 19-7.4, and 3271b down
and 97 Ib up at 21-74 on bottom chord. The design/selection of such connection device(s) is the responsibilily of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-23=-82, 4-23=60, 4-8=60, 8.11=60, 16-22=20, 15.25=20
Concentrated Loads (lb)
Vert: 4=1(F) 8=142(F) 6=97(F) 18=502(F) 16=-41(F) 13=327(F) 31=97(F) 32=97(F) 33=97(F) 34=97(F) 35=180(F) 36=180(F) 37=-41(F) 38=41(F)
39=41(F) 4D=41(F)
AWARNING - Veriry design parameters and READ NOTES ON Tl#S AND INCLUDED WYEK REFERENCE PACE MM1703 rev. 10AMMS BEFORE USE.
Design validfor use onlywith MTeldlbConnectors Thisdesignis based only upon parameters shorn, and isfor an individual building componerx, not
e truss system Before use, the budding designer must verily the applicability ofdesign parameters end property, incorporals trot design rmo the overall
building design BreCng indicated ustoPrevent brxldmg of individualtuns webandfor Chordmembers only Addaional temporaryandpermanent bratalg
is always required for stability and to prevent Collapse with possible personal injury and pmpeny damage For general guidance regarding ire No
fabrication, storage. delivery, efecten and braang oftrusses and wits systems, site ANSVTPII Duality Criteria, DSO-89 and BCSI Building Component 6901Parke East BlvdSafetyInformationavailablefromTransPlateInstitute, 218 N Lee SUM. Suite 312. Aleuriona. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oy Ply Park Sq HrMribece-19868
T12535471
P19668-T 81 SPECIAL 1
Referencei
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc Fri Nov 17 06:18:42 2017 Page 1
10.3zzrE5595gHBgKdROwR6OYzkwee-tux3aP)W37jGkonzDwXY41 g87XObJJ2Gv7urBylMbR
3 3-0 63 B F 9 311 1 12-5-10 1 15 7-9 1 18 11 4 I
3 3-0 3-0 8 3-0 3 34-15 31.15 3 311
Scale = 132.9
1!
3x6 _ 3di = 40 11 flat MT20HS = 20 II 7x12 = 49.4 II
3.3-0 fs3 9.3.11 12-5-10 15.7.9 1&114r1113.3.0 3-0.8 3-43 31-15 3.1-15 3.3.11
Plate Offsets (X.Y)- f4:0-3.12,0.3.01. f9:Edoe.0.3-81. f12:0.5.0.0.5-01, f14:0.3.8.0-1-81
LOADING (psf) SPACING- 2-" CSI. OEFL. in roc) Wall Ud PLATES GRIP
TOLL 20.0 Plate Grip OOL 1.00 TC 0.68 Vert(LL) 0.29 12 >776 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.71 12 >317 240 MT20HS 1871143
BCLL 0.0 Rep Stress Ina NO WS 0.64 Horz(TL) 0.07 9 nfa n1a
BCOL 10.0 Code FBC2014fTP12007 Matrix -MS Weight: 218 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10.11 oc purlins,
4-8: 2x4 SP No.1 except end verticals.
BOT CHORD 2x6 SP OSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 SP No.3'Except'
4-12,6.12,6.10,8-10: 2x4 SP No.2
REACTIONS. (lb/stze) 1=1865I0-4-0, 9=2496f0.7-4
Max Harz 1=191(LC 8)
Max Uplift I= 497(LC 5), 9=774(LC 5)
Max Grav 1=2062(LC 13), 9=2878(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less exceptwhen shown.
TOP CHORD 1-2-39831994, 4-5=12542/3415, 5.6=1254213415, 6-7=7129/1921, 7-8=7129/1921,
8-9=2499/687
BOT CHORD 1-14=998/3595, 13-14=2665/10458, 12-13=3104/11284, 11-12=3270/12085,
10.11=3270112085. 9-10=1561573
WEBS 2.14=654/2498, 5.12=8611272, 6.11=67/375, 7-10=872/270, 4-12=32611315,
6.12=198/478, 6.10=517811410, 8-10=1844/6851, 4-14=7229/1966, 2-4=3500f943
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc
Webs connected as follows: 2x4 - 1 row at 0-9.0 oc
2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
3) Unbalanced.roof live loads have been considered for this design
4) Vi/md: ASCE 7-10, Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL'=3.Opsf; h=2511; 8=4511; L=24ft: eave=4R Cat.
It. Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip OOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fa between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 1 and 774 lb uplift at Printed copies Of this document are
joint 9. not considered signed and sealed and10) Girder tames tie-in span(s): 5-0.0 from 6.3.8 l0 18.11-4
Hanger(s) the signature must be verified on11) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
connection device(s) is the responsibility of others. any electronic Copies
O WARNING - Verify design parameters and READ NOTES ON TITS AND INCLUDED r10TEN REFERENCE PAGE 114II.7473 rov. 18e7/2013 BEFORE USE.
Design valid for use only with MilreliB connectors This design is based only upon parameters shown, and is for an individual budding component, not
abuss system. Before use. the buildupdesigner must veritythe applicability ofdesign parametersand propertyincorporate thisdesign intothe overall
budding despn Bracing indicatedis toprevent buckling ofindividual busswebandfor chord members only Adfidonal temporaryandpermanent bracing
is always required forstab16y and toprevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication. storage. delivery, erection and bracing of trussesand truss systems. we ANSVrPl1 Quality Criteria, OSS49 and SCSI Building Component 6904 Pads East BlvdSafetyInformationavailablehemTrussPuleInstduie, 218N Lee Street, Suds 312, Alexurdna, VA22314. Tampa, Fl 36610
Job Truss Truss Type Oty Ply Park Sq Hn1/Tfibece-1986-B
T12535471
P198613-T Ell SPECIAL 1 n
oalle
Mid -Florida Lumber, Banow, FL.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plQ
Vert: 1-3=60, 4-8=252, 9-15=20
Concentrated Loads (lb)
Vert: 4=-429
8 130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06.18:42 2017 Pape 2
ID:3zzrE559SgHBgKdROWR6OYzkwee-Iux3aPmd371GkonzDwXY41 g87XObJJ2Gv7urBy1MbR
0 WARNING - VONY daslgn pansmarsus and READ NOTES ON TIES AND INCLUDED rarEK REFERENCE PAGE Mil-7472 rev. IDO3R015 BEFORE USE.
Design valid for use only with MTeklis Connectors This design is based only upon parameters shown, and is for an ndmdual budding componere, nil
a truss system Beim use, the buildup designer mush verily the applicali y of design parameters and propeny incorporate thus design into the overall
building design Braung indicated is to prevent buCking of individual Buss web andror Chord members only. Additional temporary and permanent bracing
its alwaysrequired tot stability and to provers Collapse with possible personalinjury and property damage For generalguidance regarding the -
fabrication, storage, delivery, efebtxn and bracing oftrusses and trusssystems, see ANSVTPN Quality Criteria. DSB49 and SCSI Building Component 691114 Parke East Bald
Safety Intonnstlon available from Truss Plate mslaule, 238 N. Lee Street, Suite 312, AbrandN, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oly Ply Park Sq HmTribeca-19W8I T12535472
P19868-T 82 SPECIAL 5 IJob Reference toptionall
Mid-Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Nov 17 06 18 43 2017 Page 1
ID:3zzrE5595gHBgKd ROwR6OYzkwee-L4VRnlyZeNFautMzXwRm4la?vXgMIRCUZ.tROeyl MbO
i
33-0 F 6.3.8 f 9.3.11 I 12.510 f 15-7-9 I 18.11-4
3.34 3-04 3-0-3 3.1-15 31-1S 3-3.11
Scale = 132 8
2x4
3x8 = 5x10 = Sx5 II Sxl2 MT20HS = 2x4 II 7x14 = US II
LOADING (psf) SPACING- 2-" C81.
TCLL 20.0 Plate Grip DOL 100 TC 0.88
TCDL 10.0 Lumber DOL 100 BC 0.88
BCLL 00 ' Rep Stress Ina NO WB 0.91
BCOL 10.0 Code FBC2014/TPI2007 Matrix -MS
LUMBER -
TOP CHORD 20 SP No.2 'Except'
4-8: 2x4 SP DSS
BOT CHORD 2x6 SP OSS
WEBS 2x4 SP No.3 'Except'
3-13,4-14: 20 SP No 2, 4-12.6-12.6-10.8-10: 20 SP No.1
DEFL. in loc) Vdefl Ud PLATES GRIP
Vert(LL) -0.39 12 >579 360 MT20 2441190
Vert(TL) -0.89 12 >254 240 MT20HS 187/143
Horc(TL) 0.09 9 n/a n/a
Weight: 109 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1. -1 oc puffins,
except end verticals
BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing.
REACTIONS. (lb/size) 1=1366/0.4-0, 9=1230/0-7-4
Max Horz 1=191(LC 8)
Max Uplift 1=259(LC 5). 9=202(1.0 5)
Max Grav 1=1578(LC 13), 9=1599(LC 13)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1.2=2979/510, 4-5=8181/1365. 5.6=8181/1365, 6-7=4140/557, 7-8=4140/557,
8-9=1404/189
BOT CHORD 1-14=567/2700, 13.14=1485/7613, 12-13=1580I8120, 11-12=105917195,
10-11=1059/7195, 9.10=37/292
WEBS 2-14-328/1821, 5.12=399/55, 7-10=-403/51, 4-12=396/439, 6-12=362/1031,
6-10-3192/524, 8.10=544/4023, 4-14=-5175/967, 2-4=2611/517
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft; 8=45ft; L=24ft, eave=oft; Cat.
11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60
3) Provide adequate drainage to prevent waterponding
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 20.0pston 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) flrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift atjoint 1 and 202 Ill, uplift at
joint 9
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3-60. 4-8=90, 9-15=20
Concentrated Loads (lb)
Vert 4=-713
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING - Va ffy design parametrs and READ NOTES ON INS AND INCLUDED 4BTEK REFERENCE PAGE 0118•7473 mv. 10M. 7015 BEFORE USE.
Design valid for use only with WTek® connectors This design is based only upon parameters shown, and is for an uidwidual building component, not
a trussSystem Beforeuse, the buildup designermust verifythe applicability ofdesign parametersand Propertyincorporate this designinto theoverall isbuddingdesignBracinguidrraledmtopreventbucldmgofindividualtrussweband/or chord members only. Addtw ml temporary end pemnanem brarmg
is always required for stability and to prevent collapse wdh possible personal injuryand property damage For general guidance regarding the
fabrication. storage, delivery, erection andbracingoftrusses and truss systems. see ANSMII Quality Crmeta, 05649 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 216 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply J Parts Sq Hm/Tribera-1986-B
T12535473
P198BB-T B2G SPECIAL 1 A
LJob Referenceodo
Mid-Flonda Lumber. Banow, FL
3-3-0
ID
s 3 B 8-10-14
3 0 8 2.7-6
1 5x4 II
3
8.130 s Sep 15 2017 MTek
2.5.10 2.5.10 2-5.10
Inc Fn Nov 17 D6.18:43 2017
Scale = 1:32 9
3x4 = 4x6 = 3x4 II 3xS = 7x6 = 4x8 = 2x4 II 4x40 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/den Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 100 TC 0.66 Ven(LL) -0.24 14 >948 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Ven(TL) -0.54 14 >414 240
BCLL 00 ' Rep Stress Ina NO WB 0.59 Horz(TL) 0.06 10 n/a n1a
BCDL 10.0 Code FBC2014/TP12007 Matnx-MS Weight 219 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc punins,
BOT CHORD 2x6 SP No 1 except end verticals
WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (Ib/sae) 1=1417104-0, 10=125710-74
Max Horz 1=191(LC 8)
Max Uplift 1=278(LC 5), 10=212(LC 5)
Max Grav 1=1637(LC 13),10=1631(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=314D/556, 4-5=8450/1482, 5-6=-8450/1482, 6-7=5956/866, 7.8=5956/866
BOT CHORD 1-16=-608/2843, 15-16=-1601/7985, 14-15=170418513, 13-14=1270/8061.
12-13=-127018061, 11-12=-49113595, 1D-11=491/3595
WEBS 2-16=36011932. 2-4=2748/556, 4-16=5417/1047, 4-14= 455/295, 5-14=304141,
6-14=267/550, 6-13=22/288, 6-12=2258/433, 7-12=290/35, 8-12=402/2532,
B-10=3632/498
NOTES-
1) 2-ply truss to be connected together with 10d (0 131"0") nails as follows:
Top chords connected as follows. 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows 2x4 - 1 row at D-9-0 oc.
2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered forthis design.
4) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=10Bmph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft: B=45ft, L=24ft, eave=oft, Cat
II; Exp B; Encl , GCpi=0.18: MWFRS (directional); Lumber DOL=1.60-plate grip DOL-=1.60
5) Provide adequate drainage to prevent water ponding.
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 Irve bad 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.
B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27B lb uplift at joint 1 and 212 lb uplift at
joint 10.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such
connection device(s) is the responsibility of others
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=l 00
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARNING - Vstly design puamerevs and READ NOTES ON TNIS AND INCLUDED M1TEK REFERENCE PACE MX7473 m. /01all, ISBEFORE USE.
Design valid for use only with MiTek® connectors This design is based only upon parameters snowir, and a for an individual building component, not
atruss system Before use, the buildup designer must vent' the applicability of design parameters end properly incorporate this design into the overall
building design Bracing indicated IS to prevent bucldung of Individual Vuss web endior chont members only Additional temporary and permanent bracing
Isetwoys required for stability end to prevent collapse with possible personal injury and properly damage For general guidance regarding the
1.. , on, storage, delivery, erection and bracing of trusses and trues systems, see ANSUIWI QualityCrftena, DSB49 and SCSI Building Component 6904 Parke East BhdSafetyInformationavailablefromTrussPlateInshurie, 218 N Lee Street, Suite 312, Nexandna, VA 22314. Tampa, FL 36610
Job Truss Truss Type Ory Ply Park SQ HMTribece-1986-8
T12535473
P19868-T 82G SPECIAL 1 2 Job Reference ionifionall
Mid-Flonda Lumber, Bartow, FL.
LOAD CASE(S) Standard
Undorm Loads (pit)
Vert: 1-3=-60, 4-9=90, 10-17=20
Concentrated Loads (Ib)
Vert: 4=792
8.130 s Sep 15 2017 Mifek Industries. Inc. Fri Nov 17 06:18:44 2017 Page 2
10:3zzrE5595gHBaKdROwR6OY6wme-pH3p?5zBOhNRW 1w44ey?dV7D6z9M3HhLjDc?w4ylMbP
O WARNIMG - Verify design paremefen end READ NOTES ON T/S AND INCLUDED WTEKREFERENCE PAGE Ma-7473rev. fd0711013 BEFORE USE..
9-01111
Oesign valid for useonly with MiTekm connectors This design is based only upon parameters shown, and is foran uidrvrdual budding component, not
a ass system. Before use, the budding designer must verily the applicability of design parameters and properly incorporate this design into the o"rall
building design. Bracing indicated is to prevent budding of individual buss web and/or chord members only. Addition temporary and permanent bra"
is always required for stability andto preventcollapse with possible personal mIury andproperty damage For general guidance regarding the
fabrication, storage, delivery, section and braong of trusses and truss systems. see ANSVTPN Quality Criteria. OW49 and SCSI Building Component 6904 Parke East SM.
Safely Information available from Truss Plate Institute. 2141 N Lee Street, Suite 312. Almandra. VA 22314 Tamps. FL 36610
Job Truss Truss Type oy Parts Sq HrMnbeca-1986BJPIy T12535474
P1986B-T B3 HIP 1 1
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Indusbies. Inc. Fri Nov 17 06:18:45 2017 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkwe,-HTcBCRj)9_VI7BWMeLTE9iR4LaOop7VyIWSWOMbO
t-0 0 5-0-0 9-" 14s0 19+0 20-"
1-0-0 5.00 4-" 4-8-0 5.0-0 14)-0
Sole - 1.34.8
4x8 =
17 18
1 Sx4 II
19 4 20 21 22
Axe =
nd
A
lg
30 = 1.5x4 II 5xe = 1.50 II 30 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -008 9 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -021 9-10 >999 180 BCLL 0.
0 Rep Stress Ina NO WB 0.27 Horz(TL) 0.06 6 n1a n/a BCDL 100
Code FBC2014/TPl2W7 Matnx-MS Weight. 87 lb FT - 2D% LUMBER- BRACING.
TOP CHORD
2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.11 oc puffins. BOT CHORD
2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 2x4
SP No 3 REACTIONS. (lb/
size) 2=1174/0-8-0, 6=1174M-8-0 Max Horz
2=58(LC 6) Max Uplift
2=340(LC 8), 6=340(LC 8) FORCES. (lb) -
Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown TOP CHORD
2-3=19911535, 3-4=23081673, 4-5=23DB/673, 54=19911535 BOT CHORD
2-1D--42111718, 9.1D=418/1727, 8-9=-415/1727, 6-8= 418/1718 WEBS 3-
10=0/282, 39=219/697, 4-9=-4751253, 5.9=219/697, 5.8=D/282 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7.10; Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst: BCDL=3.Opsf; h=25M B=4511; L=24tt, eave=Dfl; Cat. It. Exp
B, Encl., GCpi=0.18; MWFRS (directional); 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 pet bottom chord live load nonconcufrent with any other live loads. 5) ' This
ass has been designed for a live bad 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 340 lb uplift at joint 2 and 340 lb uplift at joint 6.
7) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-
0, 93lb down and 77 Ib up at 7-0-12, 93 Ile down and 77 lb up at 9-0-12. 93 lb down and 77 lb up at 10.3.4, and 93 lb down and 77
lb up at 12.3-4. and 170 lb down and 181 lb up at 14-" on top chord, and 86 lb down at 500. 36 lb down at7-0.12, 36 ID down at
9-0-12. 36 lb down at 10.3-4, and 36 lb down at 12-3-4, and 86 lb down•at 14-3-4 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 ass are•noted as front (F) or back (B) LOAD CASE(
S) Standard 1) Dead *
Roof Live (balanced). Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (
pIQ Vert: 1-
3=60, 3-5=-60, 5-7=60, 11-14=20 Concentrated Loads (
lb) Vert. 3=-
123(F) 5=-123(F) 10=64(F) 8=64(F) 17=51(F) 19=51(F) 20=51(F) 22=-51(F) 23=26(F) 24=26(F) 25=26(F) 26=26(
F) Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies O WARNING -
Verily design puamefrs and READ NOTES ON TTOS AND INCLUDED MITEN REFERENCE PACE AID-7472 rev. I&W/201S BEFORE USE. Design valid
for use only wan MiTeti® ronnebtors. This design is based onlyupon parameters shorn, and is for an mdrvtdual building component, nor a truss
systemBefore use, theWddaV designer must rent' the appleabrleyof design parametersand property WiMprale this designinto the overallbudding design
Bracing indurated is to preventbuckling of ndmilual UUSSweb andfr chord members onty Additional temporary and permanent bracing ors always
reriudedfor stability and to prevent collapse with possible personal injury and popery damage For general guidance regarding the Iff fabrication, storage,
deLwery, erection and bracing of mumes end truss systems. see ANSUTPIt Quality Crawls, DS"9 and BCSIBuilding Component 6904 Parke East BNO Safety Information
available from Truss Plate Insu ne, 21ll N. Lee Street, Suite 312. Alexandra. VA 22314 Tampa, FL 3661D
Job Truss Truss Type Ory Park Sit Hmrrribeca.1986-B
11oly T12535475
P19868-T C1 COMMON 4 1
ob i a
Mid -Florida Lumber. Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Nov 17 06:18:46 2017 Page 1
ID 377iE5595pHBaKdROwR6OYzkwee-BAsPn?RvAd91L5YC3 TrwCeSkz3XJueAX55_zylMbN
1 0 0 6-4-0 12-&0 13-0 0
1-0-0 64-0 64-0
Scale = 1.24 4
40 =
30 = 1 5x4 II
3x4 =
12.a-oti
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 125
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Ina YES
BCDL 100 Code FBC20141TP12007
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No 3
REACTIONS. (lb/sae) 2=567ffi 4-0, 4=567/0-4-0
Max Horz 2=70(LC 7)
Max Uplift 2=163(LC 8). 4=163(LC 8)
CSI. DEFL. in loc) Vdefl Ud
TC 0.35 Vert(LL) 0026-12 999 240 SC
0.34 Vert(TL) 0.07 6.12 999 180 WB
0.10 Horz(TL) 0.01 4 n/a n/a Matrix -
MS FORCES. (
lb) - Max. Comp /Max Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=6131135, 3-4=-613/135 BOT
CHORD 2.6=261475, 4-6=261475 WEBS
3.6=0/253 PLATES
GRIP MT20
2441190 Weight:
48 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT
CHORD Rigid ceiling directly applied or 10-0.0 oc bracing NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind ASCE 7-10; Vun=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25f1, B=45ft; L=24ft, eave=4f ; Cat. 11,
Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20 Opsf onthe bottom chord in all areaswhere 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 163 lb uplift at joint 2 and 163 Ill uplift at joint
4. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies QWARNING -
Verify designgrameferaand READNOTES ON TWS AND WCLUDED MTEK REFERENCEPAGE MIF7473 rev 1f MOIS BEFORE USEDesign
valid for use only with MiTak® connectors This design is based only upon parameters shown, and is for an individual budding component. not a
trusssystem Before use. the buildup designer must venlythe applhcebildy of designparameters andproperty incorporate this design into the overallbudding
design Bracing indicated is to prevent bucldmg or individual truss web and/or cord membersonly. Additional temporary and permanent bracing isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication.
storage. delwary, erectionand bracing of trussesandtruss systems. we ANSVrPl1 Quality Criteria. OSB49 and BCSI Building Componam 6904 Parke Fast Blvd Safety Information
available from TrussPlateInstmde, 21a N Lee Street. Suite312. Alexandra. VA 22314 Tampa. Fl. 36610
Job Truss Truss Type Oy Park Sq Hm/Tnbeca-1986-BIJPIy T12535476
P1986B-T C2 COMMON 3 1
b i 311
Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fn Nov 17 06 18 46 2017 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee-IfAePMRvAd91L5YC3 TrwCeSkzlXJueAX55_zylMDN
1 0-0 6-4-0 i 12.8-D
1 0-0 S-4-0 6.4-0
E
40 =
3x4 = 1.Sx4 II
3x4 =
Scare 12 -l'
H6.41 t2.e.0
A-0 I
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 0.35 Ven(LL) -002 5-8 >999 240 MT20 244119D TCDL
10 0 Lumber DOL 125 BC 0.34 Ven(TL) -0.07 5-8 >999 180 BCLL
0.0 ' Rep Stress Ina YES WB 0 10 Horz(TL) 001 4 n/a n/a BCDL
100 Code FBC2014frPl2007 Matnx-MS Weight: 46 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing WEBS
2x4 SP No.3 REACTIONS. (
ID/size) 4=506/Mechanical, 2=567/0.4-0 Max
Horz 2=69(LC 7) Max
Uplift 4=120(1-C 8), 2=163(1.0 8) FORCES. (
lb) - Max Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP
CHORD 2-3=616/137, 3.4=6151137 BOT
CHORD 2-5=53/477, 4.5=53/477 WEBS
3-5=0/254 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=2411, eave=4ft; Cat. II;
Exp B, Encl , GCpi=O 18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 3)
This truss has been designed for a 10 0 psf bottom chord live load nonconrurrent 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 24O-0 widewill
fit between the bottom chord and any other members 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 4 and 163 lb uplift at joint
2 Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies WARNING -
V design _ QerNy, p Parameters and READ NOTES ON THIS AND INCLUDED a9TEx REFERENCE PAGE MIL7473 rw. fGD3RDfs BEFORE USE. Design
valid for use only with KbTek® connectors This designis basedonly uponparameters shown, and is for on individual building component, nol a
truss system Before use, the balding designer must verily the applicability of design parameters and property incorpoale this design into the overall building
design Bracing indMiss permanent icated istopreventbucklingofindividualsswebandforchordmembersonlyAdditionaltemporaryandpeanentbracingis always
required for stability and to prevent collapsewith possible personal injury and property damage For general guidance regarding the fabrication, storage,
delivery, erection and basing of trusses and buss systems, see ANSVTPI1 Quality Criteria, DS049 and SCSI Building Component 8904 Parke Fast Bled. Safely InformationavailablefromTrussPlateInstitute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Park Sq Hm/rdbece-1986-8
JPty T12535677
P1986B-T C3 HIP 1 1Job Reference (oolionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Nov 17 06:18:47 2017 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-Oskyd743hdONVgkmmViF8kru8KfGmDnPBRXPyIMbM
I -10-0 5-0-0 I 741.0 I 12-8-0 13E-0
1 0-0 5-0-0 2-5-0 5.0-0 1-0-0
Scale: W'c V
3
4x6 =
1s
40 =
30 = 1.5x4 It 3x4 =
3x4 =
a[Ln
n 5-0-0
7-0 0
2-6-0
12-&0 I5-0-0
Plate Offsets (X.Y1- 13:0.5-4.0.2-01
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 024 Vert(LL) -0.02 8 >999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6-11 >999 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.09 Horz(TL) 0.02 5 rda rla
SCOL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 54 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.2-10 oc purling
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=7929"-O.5=792/0-4411
Max Harz 2=58(LC 6)
Max Uplift 2=234(LC 8). 5=234(LC 8)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1167/311, 3-4=992/302, 4-5=1168/310
BOT CHORD 2-8=2031983, 74-2001991, 5.7=2021984
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cal
II; Exp B. Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60
3) Provide adequate drainage to prevent water pondmg.
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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24.0 wide
will rid between the bottom chord and any other members
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 2 and 234 lb uplift at
joint 5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at
S.", and 93 lb down and 77 lb up at 6-4-0, and 170 lb down and 181 lb up at 74-0 on top chord, and 86 lb down at 5-0-0, and 36
lb down at 6-", and 86 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
8) In_the LOAD CASE(S) section, bads applied to the face of the truss are noted as front.(F) or back (8).
LOAD CASES) Standard
1) Dead t 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=123(F) 4=123(F) 8=-64(F) 7=-64(F) 15=51(F) 16=26(F)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - VerNy, design paramef . and READ NOTES ON INS AND INCLUDED NITEK REFERENCE PAGE Na-7473 nrv. 1e0M7/2015 BEFORE USE.
Design valid foruse only with MTekm connectors This design is based only upon parameters shown, and a for an ognidual budding component. not
atruss system Before use, the budding designer must venfy the applicability of design parameters and properly incorporate this design into the overall
buedup design Bracing indicated is10prevent bucidng of indmdual Winweb andlor chord members only Adddwnal temporary and permanent bracing
ns stays required for stability and toprevent collapse with possible personal injury and property damage For general guidance regarding the Is
tabricalion, storage, delivery, erection and bracing oftrusses and truss systems, we ANSVTPII Quality criteria. OSS49and SCSI Building Component 6904 Parke East Blvd
Satisfy Information available from Truss plate Institute, 216N Lee Street. Suds 312. Alexandria. VA 22314. Tamps, FL 36610
Job Truss Truss Type Oty ply Park Sq HmRribeca-1986-B
T12535478
P198613-T CJ1 JACK 14 1
311
Mid -Fonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 17 06 1848 2017 Page 1
ID:3zzr£5595gH BgKDROwR60Yzkwee-i21KgTDisvtt__fFxJTOxnLH3TYM7EuxeraCw MbL
I-0-0 1-0-0
1-0-0 1-0-0
LOADING (psf) SPACING- 2-0 0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06
TCDL 10.0 Lumber DOL 1.25 SC 0 Ot
BCLL 0.0 ' Rep Stress Ina YES WB ODD
BCDL 10 0 Code FBC2014/TPI2007 Matrix -MP
LUMBER -
TOP CHORD 2x4 SO No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/sae) 3=10/Mechanical, 2=130/0.4-0, 4=-0/Mechanical
Max Horz 2=42(LC 8)
Max Uplift 3=3(LC 5), 2=73(LC 8)
Max Grav 3=11(LC 13), 2=130(LC 1), 4=12(LC 3)
FORCES. (lb) - Max Comp./Max. Ten - All forces 25D (lb) or less except when shown.
Scale = 1:7 0
20 =
DEFL. in (loc) Vdeft Ud PLATES GRIP
Vert(LL) 0 0D 5 >999 240 MT20 2441190
Vert(TL) 0.OD 5 >999 180
Horz(TL) 0.00 2 rVa n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing
NOTES-
1) Wind: ASCE 7-10. Vu8=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=45ft. L=2411; eave=oft; Cat.
II; Exp B; Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurtent 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 2-0-0wide will
fit between the bottom chord and any other members. 4)
Refer to girders) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3 and 73 lb uplift at joint
2. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies O
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIIF7472 rev. ftaVIWIS BEFORE USE. Design
valid lot use only with M{Tek® connectors The design is based only upon parameters shown, and a for an individual budding component, nit truss
system. Bowe use, the budding designer must very the applicability of design patemelen and property incorporate this design into ine overall building
design among indicated is to Wevem buckling of bldmdual oust web and/Cr chord members only Additional temporary and pemunem bracing ARi 11 Is
erways required for stabaay and to prevent collapse withpossible personal injury end property damage. For general guidanceregarding thelRl1 r1ir fabrication,
storage, delivery, ereaon and bracing of trusses and Iran systems, we ANSUTPII Oualby, Criteria, DS1329 and SCSI Building Component 6904 Parke East Blvd SafetyInformationavailablefromTrussPlateInstnNe. 218 N Lee Street. Suite 312, Aktandna, VA 22314 Tempe, FL 38610
Job Truss Truss Type Oty Ply Paris Sq Hn rribeca-1986-81 T12535479IP19868-T CJ3 JACK 12 1
Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Nov 17 06:18:48 2017 Page 1
10:3zzrE 5595gHBgKdROwR6OYzkwee421KgTOiSvtt_fFxJTOxnLH21 Yib?EuxeraC3rylMbL
1-00 I 3-041 --
1-0-0 3-0-0
Scale 1'=1'
2x4 =
LOADING (psf) SPACING- 2-0 0 CSI. OEFL. in hoc) uden Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(ILL) 0.00 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 4-7 999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 We n/a
SCOL 10.0 Code FBC2014/TPI2007 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 20 SP No.2
REACTIONS. (Ib/size) 3=71/Mechanical, 2=188/0 4-0, 4=36IMechanical
Max Harz 2=74(LC 8)
Max Uplift 3=34(1.0 8), 2=-WLC 8)
Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 2441190
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-" oc purling.
BOT CHORD Rigid ceiling directly applied or 1G-0.0 oc bracing.
NOTES-
1) Wind. ASCE 7-10. Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=3.Opsf; h=25f1; 8=45R; L=24R; eave=oft; Cat.
11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members
4) Refer to girder(s) for truss to truss connections
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lbuplift at joint 3 and fib lb uplift at
joint 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Verify design parameters end READ NOTES ON INS AND INCLUDED I19TEK REFERENCE PAGE UX7473 rev. I&WIMS BEFORE USE.
Design valid for use only with WOW connectors This design is based Dotyupon parameters shown, and U for an evdnidual budding component, not
a truss system Before use, the budding designer must venly the applicability of design parameters and property incorporate this design into the overall
budding design Bracing indicated isto prevent buckling of utdn idual buss web anNar Nob members only Adddanal temporary and permanent bracing
is always required for stability and toprevent collapse wM possible personal injury and property damage For general guidance regarding the ki
fabrication, storage, delivery, arerlon and bracing oftrussesandtruss systems, see ANSVrPl1 Quality Crlerla, OSBa9 and SCSI Building Component 6904 Parke East OW
Safety Information available from Truss Plate Imadule, 210 N. Lee Susan, Suite 312, Alexandria. VA 22314 Tampa, Fl. 36610
Job Truss Truss Type Oty Park Sq HnVTnbeca-1986-BJPIyI T12535480
P1986B-T CJ3T SPECIAL 2 1
Mid-Flonda Lumber. Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06:18:49 2017 Page 1
ID:3zzrE559SgHBgKdROwR6OYzkwee-AEsi2olKDD7kcog7tBYAKZgDly2Pkh841VKIbHylMDK
t-0-0 2-i 3-0-0
t-0-0 2-3-4 0.8.12
Scale, 1%-V
2x4 =
nd
d
4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in be) Vdef) L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Veft(LL) 0.01 6 >999 240 MT20 2441190
TCOL 10 0 Lumber DOL 1.25 BC 0.17 Ven(TL) -0.01 6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 13 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-D-0 oc purfins.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-6: 2x4 SP No.3
REACTIONS. (lb/size) 2=188/0.4-0, 5=111/Mechanical
Max Horz 2=83(LC 8)
Max Uplift 2=-64(LC 8), 5=50(LC 8)
FORCES. [lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind, ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=oft; Cat.
11; Exp B: Encl. GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
3) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0tall by 2.00 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 64 lb uplift atjoint 2 and 50 lb uplift at
joint S.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
OWARWNG - Vardy Wslpn Pararriafera and READ NOTES ON TN/S AND INCLUDED AUTEK REFERENCE PAGE 111067472m. 100=015 BEFORE USE. Design
valid for use only with MTekm connectorsThis designis based only upon parameters shown, and isforon individual building component, not INM a
was system Before use, the building designer must verily the applicability of design parameters and property incorporate mle design into the overall building
designBracing indicated istopreventbucliletp of individual Dotswebandlorchord members onlyAdditional temporary andpermanentbracing is
always required for stability and to prevent collapse with possible personal injury NO property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trussesandtrusssystems, sea ANSVIPII Quality Criterls, DS"9 and SCSI Building Component 6904 Parke East Blvd SafelyInformationavailablefromTrussFibersInstitute, 218 N Lee Street, Suite 312. AlexandN, VA 22314 Temps, FL 36810
Job Truss Truss Type Dry Park Sit Hmlrnbeca-1986-8Pty
T12535481
P19868-T CJ5 JACK 4 1
Mid -Florida Lumber. Bartow. FL. 8 130 s Sep 15 2017 Welt Industries. Inc. Fri Nov 17 06:18:50 2017 Page 1
to 3zzrE5595gHBaKdROWR6OYrkwee eRO4F82y_X8bEyPJRu3PsmMKwMM1T80E593J7kylMbJ
1-0-0 5-0.0
1 fi-0 5"
Scale = 1,17.0
2x4 =
i H i
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -003 4-7 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 SC 0.25 Vert(TL) -008 4-7 >765 180 BCLL 00 '
Rep Stress Ina YES WB 0.00 HOrz(rL) 000 2 n/a n/a BCDL 10.
0 Code FBC2014/TPI2007 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING -
TOP CHORD
20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc purlins. 80T CHORD
20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/
size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical Max Horz
2=108(LC 8) Max Uplift
3=-64(LC 8), 2=73(LC 8) Max Grav
3=127(LC 1). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1)
Wind:
ASCE 7-10: VuN=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3 Opsf,. h=25ft; 8=451111; L=24ft, eave=4ft; Cat. II; Exp
B; Encl , GCpi=0.18, MWFRS (directional); 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 liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide willfit
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 64 lb uplift at joint 3 and 73 lb uplift at joint 2.
Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies O WARNING -
VerNy design pararameters and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE Ma-7477 rev. 140UP 01S BEFORE USE. Design valid
for use only well PATeloOconnectors This design isbased oely upon parametersshown, and is for an'eldmdual building component, not a war
system. Before use, the Wading designer must way the applicability of design parameters andproperty incorporate Nis design We the overall Wilding design.
Bracing indicated isto preventWtldelg onindrvidual buss webandlorchord members only Additional temporary andpermanent bracing is shvirys
required for slebday and to prevent collapse with possible personal iryury and property damage For general guidance regarding the No fabrication, storage.
delivery, erection and bracingof trusses andtruss systems. see ANSVTPII Ousllty Cohorts. 03049 and SCSIBuilding Componeid 6904 Parke Fast 81vd SNaty IMomraeonavailablefromTrussPlatelmadae. 210N Line Street. Sues 31 Z Alexandra. VA 22314 Tampa. FL 30610
Job Truss Truss Type Oty Ply Park Sq Hm/Tribeea-198681 T12535482
P1986B-T CJ5T SPECIAL 2
Job' o a
Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 17 06:18.50 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-eRO4F82y_XBbEyPJRu3PsmMJ7MLKTBOE593J7kylMbJ
t-0-0 2-3-4 5-"
1-0-0 2-3-4 2$12
20 =
Scale = 1:17.3
22t-3.d 5-QO
2$12
Plate Offsets (X.Y)— 12:Edoe.0.0-41.13,0-3-10.D-0-111
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lld PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.D4 3 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Ver1fTL) -0.10 3 >577 180
BCLL 0.0 Rep Stress Inca YES WB D.OD Horz(TL) 0.06 5 n/a We
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Weight: 19 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns.
BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
3-6: 2x4 SP No.3
REACTIONS. (lb/size) 4=114/Mechanical, 2=264/D-", 5=78/Mechanical
Max Horz 2=108(LC 8)
Max Uplift 4=51(LC 8). 2=73(LC 8). 5=12(LC 8)
Max Grav 4=114(LC 1).2=264(LC 1),5=86(LC 3)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3 Opsf: h=25ft; 8=45ft; L=2411: eave=4R, Cat.
II, Exp B; Encl , GCpi=0.18; MWFRS (directional), 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 designedfor a live load of20 Opsfon the bottom chord in all areas where a rectangle 3-6-0tall 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 51 lb uplift at joint 4, 73 Ib uplift at joint 2
and 12 lb uplift at joint S.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
QWARNING. VMfy ddslpn paremNrvs and READ NOTES ON T70S AND INCLUDEDMITE/( REFERENCE PAGE Md•7175 rer. /GD3/2015 BEFORE USE.
Design valid for use only with MTett® connecom Thedesign is bated only upon parameters shown. and is for an individual budding component, not
truss system Before use, the budding designer must rent' the applicability of design parameters and property mcaporale this design into the overall
budding design Bracing indicated is to prevent buckling of individual truss web andfor Gard members only. Additional temporary and permanent bracing
isalways requiredfor stabddy and to prevent collapse with possible personal injury and property damage For generalguidance regarding the
fabrwabon, storage, delwery, erection and bracing oftrusses and trusssystems. we ANSVTPI1 OuMhy Criteria. DS049 and SCSI Building Component 6904 Peke Eno BlvdSafetyInformationavailablefromTrussPlateInstitute. 210 N Lee Street, Suite 31Z Mumma. VA 22314. Tampa. FL 36810
Job Truss Truss Type Ory Park Sq HnVTribeca-1986-8jPty T12535483
P1986B T 01 COMMON 4 1
Job Reference
Mid -Florida Lumber, Barlow. FL. 8 130 s Sep 15 2017 MTek Industries. Inc Fn Nov 17 06:18:51 2017 Page 1
10:3zzrES595gHBgKdROwR6OYzkwee-6d_TTU2alqGRr6W7caeP v1N6GJCaONKppsgAylMbl I -
1 12 I 4.11-4 I 9-114 1.
0.12 4.11-4 5.0-0 4x4 =
150
11 Jim 1.Sx4 11 LOADING (
psf) SPACING- 2-" CSI. TCLL
20.0 Plate Grip OOL 1.25 TC 0.29 TCDL
10.0 Lumber OOL 1.25 BC 0 20 BCLL
0.0 ' Rep Stress Ina YES WB 0 08 BCOL
10.0 Code FBC2014/TP12007 Matnx-MS DEFL.
in (loc) Udell Ud PLATES GRIP Verl(
LL) -0.01 5.6 >999 240 MT20 244/190 Vert(
TL) -0.03 5.6 >999 180 Horz(
TL) 0.00 5 n1a n1a LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD BOT
CHORD 20 SP No.2 WEBS
20 SP No.3 BOT CHORD REACTIONS. (
lb/sae) 7=46310.7-4, 5=381/0-4-0Max
Horz 7=11O(LC 6) Max
Uplift 7=134(LC 6). 5=101(LC 8) FORCES. (
lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=320/104, 3.4=317/100, 2-7=-420/146, 4-5=338/112 Scale.
3le'=1' Weight.
60 lb FT = 20% Structural
wood sheathing directly applied or 6-0.0 oc pudins, except
end verticals. Rigid
ceiling directly applied or 10-0-0 oc bracing NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25R; 8=45R; L=241t; eave=4ft; Cat. II;
Exp B; Encl.. GCpi=0.18, MWFRS (directional); end vertical left exposed; 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 134 lb uplift at joint 7 and 101 lb uplift at joint
5. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies 0
WARNING - Verity design parameters and READ NOTES ON INS AND INCLUDED IIaTEK REFERENCE PAGE UH-7472 rev. 104712015 BEFORE USE. Design
valid forum only with Mrrekm connectors This design is based only upon parameters shown, aria is for an ardiid ual building component, not a
truss system Before use. the building designer must venry, the appicabibty of design parameters and property incorporate this designinto the overall building
design Bracing indicated is toprevent bmliling of individualtons web andfor chord members only. Additional temporary and permanent bracing is
always required for stably and toprevent Collapsewith possible personal aprry and properly damageFor generalguidance regarding thefabrication.
storage. delivery, erection and bracing of trustee and truss systems. see ANSVTPII Quality Criteria. OSB-ae and SCSI Building Component 6904 Psrke East Blvd Safety
Information available from Trans Plate Insldae. 218N. Lee Street. Sute 312. Abundna. VA 22314 Tsmpa, FL 36510
Job Truss Truss Type Oy Pant Sq HnVTnbeca-1986-BIPIY T12535484
P1986B-T D2 COMMON 2 1
job
Mid-Flodda Lumber, Bartow. FL.
I."
314 =
5-0.0
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 17 06:18.52 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-opYrgg3CWBOITGLYJS1yBShB92gxl m%ZTYOCryIMbH
4x4 =
1 Me
5-"
3X4 =
1-0.0
Scale = 121.9
Id
4$0 5-0-0
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Ilden L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 027 Vert(LL) -0.01 6-13 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 019 Vert(TL) -0.03 6-13 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 007 Horz(TL) 0.00 4 n/a Na
BCDL 100 Code FBC2014/TPI2007 Matnx-MS Weight: 39 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.00 oC purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=468/0-4-0, 4=452J0-"
Max Horz 2=57(1.0 6)
Max Uplift 2=204(LC 8), 4=197(LC 8)
Max Grav 2=468(LC 13), 4=454(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=458/162, 3.4=450/161
BOT CHORD 2.6=451352, 4-6=45/352
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft, L-24111; eave=4M Cat.
11, Exp B; Pan. Encl., GCpi=0.55; MWFRS (directional); cantilever left exposed: 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 3-6-0tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 204 lb uplift at joint 2 and 197 lb uplift at
joint 4.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING - V design — 0 wily p
M
e
k* co
end READ NOTES
is
rase ANDINCLUDED
parametersmeters
REFERENCE PACE
idwidu l
rev.
building co
p
o
BEFORE USE.
Design veld to use only with MRek®tonroaos. Thisdesign is basedonlyupon Parametersshown, end rs foran indrvrdu6l DudMnp component, not
a truss system. Before use, thebuilding designer must veritythe applicabi6ry of design parameters end property inrupaate this design into the overall
budding design. Bracing mdcated isto prevent buckling of indrAdual buss web endfo chord members only Additional temporary end pemunent bracing
is au+ays requrrcd for stability and toprevent collapse with possible personal injury and property damage For general purmnu ropaNrnp the
fabrication. storage, delivery, erection and bracing of trusses andtrusssystems, see ANSVTPn Quality criteria. DS8a9 and BCSI Building Component 6904 Pefke East Blvd
SafelyInformation available from Truss Plate Instate. 213 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Ory, Park Sq Hm/rnbeca-1986•BJPty T12535485
P19868-T 03 GABLE 1 1
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Nov 17 05,18:52 2017 Page 1
I0:3zuE5595gHBgKdROwR6OY7kwee-apYrgg3CWBOITGLYJStyBSix93Zx2FXZTYOCcyIMbH
5.0-0 i 10.0-0 1
1-0-0 5-04 5." 1-0.0
Scale = 1.219
4x4 =
11
tl r tl
30 = 150 II 1.50 II 1.5x4 II 3x4 =
44W S."
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.22 Vert(LL) 000 5 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.01 5 Nr 120
BCLL 0.0 Rep Stress Ina YES WB' 004 Hori(TL) 0.00 14 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matnx-MS Weight: 42 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. WEBS
20 SP No 3 OTHERS
20 SP No.3 REACTIONS.
All bearings 9-8.0. lb) -
Max Horz 2=57(LC 6) Max
Uplift All uplift 100 lbor lessat joint(s) 7,6 except 2=175(LC 8), 4=1 S5(LC8) Max Grav
All reactions 250 lb or less at joints) 7, 8, 6 except 2=299(LC 13). 4=265(LC 14). 2=294(LC 1). 4=262(
LC 1) FORCES. (lb) -
Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft, Cat. II; Exp
B; Part. Encl.. GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss
designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSIrrPI 1 4) Gable
studs spaced at 2-0-0 oc. 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rid
between the bottom chord and any other members. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) 7, 6 except (It=1b) 2=175,
4=155, 2=175, 4=155. 8) Non
Standard bearing condition. Review required. Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies Q WARNING -
Vivify design parametersand READ NOTESONTN/S ANDINCLUDED MTEK REFERENCE PAGE 01-7473 ray. 141MM015BEFORE USE. Design valid
for use onlywith MRek® connectors This design is based only upon parameters shown, Will is for an individualbuilding component. not a truss
system Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall buading desgn
Bra" indicated is to prevent buildupof individual tress web and/or chord members oray, Adddanal lemparary and permanent bracing is ahways
requiredfor stability and to prevent collapsewith possible personal injury and property damage For general guidance regarding the fabrrcafron, storage,
delivery, erection and bracing of lasses and trusssystems, we ANSIRPN Oualhy Criteria. OSBa9 and SCSI BuildingComponent 6t104 Parka East Blvd. Safety Information
available from Tens plate Institute. 210 N LeaStreet. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-81 T12535486IP1986B-T Ft ROOF TRUSS 12 1
Job Reference (optionall
miff-rionoa Lumcer, tlenow, I-L. 3.13u s bep lbzu11 Mn ex Industries, Inc rn Noy 17 05:1B:54 ZU17 Pagel ID:
3zzrE5595gHBgKdROwR6OYzkwee-WCtb5W5S2le0rar5gk7L 1rX1YzYAPmxpDm1VA"MbF 0.
1-8 Scala =
1488 tx3 =
lx3 = 54
II 36 FP = 36 FP = 54 II 14 =
5x6 II ax6 II 4x8 II 5x8 II tx3 = 1
2 3 4 5 6 7 0 9 to 11 12 13 14 15 16 17 33
32 31 30 29 28 27 26 25 24 23 22 21 2D 19 1B Bx6 =
5 aI( MIS = 3x8 MT20HS FP = 3XB MT20HS FP = Bx6 = W II 6x6 = 35 :
1 a
1
28,84 Plate
Offsets (X.Y)— 19 0.3-0.0.0.01. 117:0-3-0.Edoel LOADING (
psf) SPACING- 14-0 CSI. DEFL. in Ioc) Vdefl Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.0D TIC 0.28 Vert(LL) 0.63 25 533 360 MT20 2441190 TCDL
100 Lumber DOL 100 BC 0.96Ven(TL) 0.99 25 341 240 MT20HS 1871143 BCLL
0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.12 18 n/a n/a BCDL
5.0 Code FBC2014/TPI20D7 Matrix-S Weiaht: 225 lb FT = 20%F. 11%E LUMBER-
BRACING - TOP
CHORD 20 SP No.2(flat) TOP CHORD BOT
CHORD 20 SP No 2(nat) WEBS
20 SP No 3(nat) BOT CHORD REACTIONS. (
lb/size) 33=10371041-0, 18=1037/0-B-0 FORCES. (
Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD1.33=102610, 17-18=102610, 1-2=1157/D, 2-3=3D96/0, 3.4=4654/0, 4-5=-4654/0, 5.
6=5738/0, 6-8=-6391/0, 8-9=-6624/D, 9.10---6624/0, 10.12--6393/0, 12-13=5737/0, 13.
14=-4654/0,14-15=-4654/0,15-16=3096 0,16-17=1157/0 BOT
CHORD 31-32=D/2235, 3D-31=D/3935, 29-30=015292. 27-29=016163. 26-27=016624. 25-26=0/6624, 24-
25=016595, 22-24=016166. 21.22=015291. 20.21=013935. 19-2D=0/2235 WEBS
17-19=011538. 1-32=011538, 16-19=142710, 2-32=142710, 16-20=011140, 2-31=011140. 15-
20=11101D, 3-31=1109/0, 15-21=D1933, 3-30=01932, 13.21=826/0, 5.30=-027/0, 13-
22=01590. 5-29=0/590, 12-22=568/0, 6-29=564/0, 12.24=0/362, 6-27=14/469, 10-
24=380/0, 8-27=576/130, 1D-25=-327/439 Structural
wood sheathing direly applied or 6-0.0 oc purtms, except
end verticals. Rigid
ceiling directly applied or 2-2-0 oc bracing 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) Due
to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection. Building designer to consider providing means
to dampen possible floor vibration. Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies 0 WARNING•
V U.."r Mry design
parameters end READ NOTES ON 7TBS AND INCLUDED wa1Ex REFERENCE PACE M67Qf rev. ra 03%tarSBEFORE USE. Design valid
for use only with MTek® connectors The design is based only upon parameters shown, end is for an indwidual building component, not e trusssystem. Before use, the budding desrgnar must verify the OW"biNy of design parametersend progeny incorporate the design into the overall budding design
Baring indicated is to prevent buckling of indmdual thus web endfor chord members onty. Additional temporary and permanent bracml; rs asirays
required for s abdey end to pavam Co6epse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPH Oualhy Criteria, DSB49 and SCSI BuildingComponem SWIM Parke East Blvd Safety InformationevadablefromTrussPlateInstitute. 216 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 35610
Job Truss Truss Type Oty Park Sq Hm/rnbeca-1986•8IPty T12535487
P19868-T FIA ROOF TRUSS 1 1
o '311
Mid-Flonda Lumber, Barlow, I-L. 0.14V 5 aep a to I r mn Iex rfrous ob' me — ivuv r r W. ro.aa cv r r —W i
ID:3zzrE5595gHBgKdROwR6OYzkwee OOzis55p3mbgHHESeaZg44?NyBGAzFOrt4pxylMbE
0.1-8
H P3'0
3x4
1x3 =
IX3 =
1
t
31 30
1x3 II 3x4 =
1x3 =
1x3 II 3x6 FP = 30 = 1x3 II 4x8 = 1411 1x3 =
2 3 4 5 6 7 8 9 10 36 11 12 13 14 15 16
29 28 27 26 25 24 23 22 21 20 19 16 17
3x6 = 30 = 116 II 4x4 = 3x6 FP = 3x6 = 1x3 II
35
34
LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in floc) Udell Ltd PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.19 25-26 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 SC 0.94 Vert(TL) -0.29 25-26 >686 240
BCLL 00 Rep Stress Inv YES WB 0.54 Horz(TL) 0.03 23 n/a n/a
BCDL 5.0 Code FBC2014rP12007 Matrix-S Weight: 148 Ib FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
7-16: 2x4 SP No. 1(flat) except end verticals.
BOT CHORD 20 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
22-31: 20 SP NoA(ftat)
WEBS 20 SP No.3(flal)
REACTIONS. All bearings 12-7-4 except (It=length) 31=0-8-0.
Ib) - Max Uplrfl All uplift 100 Ib or less at joint(s) 20 except 21=228(LC 3)
Max Grav All reactions 250 Ib or less at joint(s) 17. 18, 19. 20,21 except 31=546(LC 1). 23=1122(LC 1)
FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-31=542/0, 1-2=516/0, 2-3=1266/0, 3.4=1651/0, 4-5=1651/0, 5-6=1600/0,
64-116710, 8-9=58310, 9-10=58310. 10-11=01977 BOTCHORD29-
30=01993, 28.29=0/1523, 27-28-0/1683, 26.27=011521, 25-26=01583. 24-25=0/583. 23-24=260/
0, 21-23-52810 WEBS 1-30-
0 701, 2-30-663/0, 2-29=0/380, 3-29=358/0, 11-21=0/490, 11-23=-677/0, 6-26=-497/
0, 10.23=1030/0, 8-26=0/802, /0.24=0/1137, 8.25=392/0, 9.24=462/0 NOTES. 1) Unbalanced
floor
live loads have been considered for this design. 2) All plates
are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrfl at joint(s) 20 except (A=lb) 21=228. 4)
Recommend 2x6
strongbacks, on edge, spaced at 10-" 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. Printed copies of
this document are not considered signed
and sealed and the signature must
be verified on any electronic copies
0 WARNING - Verily
design parameters and READ NOTES ON INS AND INCLUOEO MMK REFERENCE PAGE 11I067473 rev. 14e3MIS BEFORE USE. Design valid for
use only with MTeli® connectors This design is based only upon parameters shown, and a for an Individual budding component, no a truss systemBeforeuse. the buildupdesigner mustverifythe applirAbihry ofdesign parametersandproperty incorporate this designinto theoverall budding designE
sang untrrated is to prevent bucidarg of individual Ms weband/orchordmembers orgy. Additionaltemporary and permanentbracing itsalwaysrequired
for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication, storage, delivery,
erection and bracing of trusses and truss systems. we ANSVTPn Duality criteria. 05049 and SCSI Building component 6904 Parke East S M Safety Information available
from Truss Plate Inslsule, 216 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oy Py Palk Sq Hm/Tribera-1986 B
T12535488
P1986B-T FIB ROOFTRUSS 4 1
0 0
Mid -Florida Lumber, Bartow, FL.
D-1-8
HFLI&A
33 32 31
1x3 H 4x4 =
8.130 s Sep 15 2017 MTek Industries, Inc. Fri Nov 17 06:18:56 2017 Page 1
ID:3zzr£5595gHBgKdROwR6OYzkwee-TbnMWC6iaNukytsTn9Ap61 cHBmFstgs6U4WdLNyiMbD
5x12 = 30 =
Ila II 4x6 = 1x3 11 3x6 MT20HS FP =
3 4 5 6 7 8 9 1D 11
30 29 28 27 26 25 24 23 22
3x6 MT20HS = 3x6 MT20HS FP = 696 II 7r6 = 16 =
4x6 = 5x5 =
1x3 II
12 13 14
21 20 19
30 = 3x6 MT20HS =
15.3-8
14-30010-12 16.3.4
12.11.12 13.7-12 1 1.1 26.82
12-11.12 0• -e .o 12.3.4
oaoD5-0 0.1-8
0.4,12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Ven(LL) -0.18 29-30 >999 360
TCDL 10.0. Lumber DOL 1 00 BC 0 95 Ven(TL) -0.27 29-30 >706 240
BCLL 0.0 Rep Stress Incr YES WB 0 71 Horz(TL) 0.03 23 n/a n1a
BCDL 5.0 Code FBC2014/TPI2007 Malm-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(Oat) TOP CHORD
BOT CHORD 2x4 SP No.2(ftat) *Except'
17-28 20 SP No.1(flal) BOT CHORD
WEBS 2x4 SP No.3(flat)'Except'
9-24: 2x4 SP No.2(flat)
REACTIONS. (lb/size) 33=7310", 17=48010-8-0, 23=1888/0-8-0
Max Grav 33=769(LC 3), 17=570(LC 4), 23=1888(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-33=763/0, 16-17=564/0, 1-2=719/0, 2-3=1740/0, 3,A=2208/0, 4-5-220B/0,
5-6=2020/0, 6-7-1308/90, 7-8=324/472, B-9-324/472, 9.11=0/1417, 11-12=553/689,
12-13=11571284. 13-14=11571284, 14-15-1115151. 15-16-50310
BOT CHORD 31-32=0/1382, 30-31=0/2073, 29-30=0/2213, 27-29=0/1827. 25-27=-483/324,
24-25=472/324, 23-24=2157/0, 22-23=1970/0, 21-22=936/116, 20.21=4681963,
19-20=14411242, 18-19=0/961
WEBS 7.25=107710, 8-24=31410, 9-23=2360/0, 1-32=01977, 2-32=923/0, 2-31=01498, 3-
31=463/0, 5-29=32810, 6-29=0/322. 6-27=77910, 7-27=0/1482, 16-18=01684, 15-
18=-63816, 12-20=01396, 12-21=700/0, 11-21=0r736, 11-22=1087/0, 9.22=0/1121, 9-
24=02396 a
le =
1'48 6 3x4
tx3 =
Ila =
15
16 37
36
J a
18
17 3x4 =
I)0 II PLATES
GRIP MT20
2441190 MT20HS
1871143 Weight:
156 lb FT = 20%F, 11%E Structural
wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals Rigid
ceiling directly applied or 2-2-0 oc bracing 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 3x3 MT20 unless otherwise Indicated. 4)
Recommend 2x6 strongbacks, on edge, spaced at 1D-" 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. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies 0
WARNING - VoVy design parameters and READ NOTES ON THIS AND INCLUDED MTEx REFERENCE PAGE MM17473 rev. fAVVM5 BEFORE USE. Design
vabdforrise onlywithMTekrP connectorsThis designis basedonly uponparameters &town, and is foran r4widual budding componsm, not atrusssystem. Before use, the budding designer must verdy the applicability of design parameters and property incorporate this design into the overall budding
design. Bracing indicated is to prevent bucklap of individual buss web andlor chord members only. Additional temporary and permanent bracing is
always required lot stability and to prsveni collapse with possible personal injury and pmpeny damage. For general guidance regarding the fabrtcalron,
stooge, daboly. erestan and braong of trusses and truss systems, see ANSVTPH Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd SafetyInformationavailablefromTrussPlaufInstitute, 210 N Lee Street, Suite 31Z Akxandna, VA 22314 Tampa, FL 36610
Job Truss Truss Type fay Ply Park Sq Hm/Tribeca-1986-8
T12535489IP19868-T F1C GABLE 1 I Job Reference foutionall
Mid-Flonda Lumber, tsanow, FL.
0-ke
1 2 3 4 5
491
48 47 46 45 44
O.IJV aJCp I.I GV I/ will Cn nluuaY Ka, b. r„," ,/ v. a,..r• cv,• rayc ,
10.322rE5595gHBgKGRO FR6OY2kwee-xnLk1Y7LLgObZ1RILsh21F9bxAoldeGtkGBIgylMbC
O-V
Scale = 1:45 a
34 FP =
6 7 e 9 10 11 12 13 14 15 16 17 to
43 42 41 40 39 3e 37 36 35 34 33 32 31
3xa FP =
12.11.4 14.3.4 1574
19 20 21 22 23 24
172
30 29 2e 27 26 25
li'll.411.4-0 1.4-0 1 1.4-0 1.4-0 1.4-0 1.4-0 1.4.0 1.4-0 1.3-4 6 - 2 1.4-0 ' 1.4.0 ' 1-4-0 ' 1.4-0 ' 1-0-0 ' 14-0 ' 1.4-0 ' 1.4-0 ' 1-4-0 411.4'
00.12 0.7-8 1.2-0
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a nla 999 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 25 n/a n/a
BCOL 5.0 Code FBC20141TP12007 Matrix-R Weight: 123 lb FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 640 oc pur ins,
BOT CHORD 20 SP No.2(flat) except end verticals.
WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 20 SP No.3(flat)
REACTIONS. All bearings 28-6-8.
lb) - Max Grav All reactions 250 lbor less at joint(s) 48. 25, 36. 37. 39, 40. 41. 42, 43, 44, 45, 46. 47. 35, 34,
33, 32, 31. 30. 29, 28. 27. 26
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1113 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one lace or securely braced against lateral movement (i e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
Printed copies of this document are
not considered signed and sealed and
the signature must be venfied on
any electronic copies
Q WARNING - Verify dealpn parsmetaa and READ NOTES ON TMS AND INCLUDED a9TEX REFERENCE PAGE M9.7479 rev. /dVYla/SBEFORE USE. Designvalid foruse only with Weldswntroaors. This design Is basedonly uponparameters shown. and is foran uMlviaual buildupComponent. not
a truss system Before use, the buildup designer must vent' the applicability of design parameters and property Incorporate this design intothe overall
budding design Bracing oldlcated Is toprevent buckling ofindividual trussweb andlor chord members only Additional temporary and permanent bracing
isahreys requiredforstability and toprevent collapse withpossible personalinjury and property damage. Forgeneral guidarlca regarding the No
fabrication. aorage, delivery. erection and bracing of trussesandtruss systems, see ANSVIPII Quality Criteria. 05049 and SCSI Building Component 6904 Perlis East BlvE
Safety Information available from Togs Plate Insldule. 215N Lea Street, Suite312. Alexandria. VA 22314, Tamps. FL 36610
Job Truss Truss Type PalkSq Hrf1/Tnberz.-1986 810tyjPIy T12535490
P1966B-T F2 ROOF TRUSS 1 1
M10-I-IODOa Lumber, Banow, FL.
0-1.8
H 1 1-3-0
04 =
170 =
11Li = 3x5 =
1 2 3
3
B 130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 D6:18:58 2017 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee-Pzv6xtBzS BSBBDsvaCHBSiZBawRLb Px02kOGylMbB
3x6 = I)C II 311E FP=
4 5 6 7 B
Scale: 3111'=T
3x5 = 4x6 =
9 10
qY
1.50 11 4x5 = 3x8 MT20KS FP = US = 4x6 =
3x5 =
7.10.8
7.10.8
2
1.0.1D
1A.14
10.2-2
Plate Offsets (X.Y1— 11:Edoe.D-1-81
LOADING (psQ SPACING- 2.0.0 CSI. DEFL. in (loc) Ilden Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC D.88 Vert(LL) 0.30 14-15 >761 36D MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.9D Vert(TL) 0.47 14-15 >484 240 MT20HS 1871143
BCLL 00 Rep Stress Inv YES WB 0.66 Horz(TL) 0.07 11 n/a nla
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight 99 lb FT = 20%F, 1196E
LUMBER. BRACING -
TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2(nat) "Except* except end verticals.
11-18: 2x4 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2x4 SP No.3(nat)
REACTIONS. (Ib/size) 21=1034/0.8-0, 11=1034/Mechanical
FORCES. (lb) - Max. CompJMax. Ten. - All forces 25D (lb) or less except when shown.
TOP CHORD 1-21=1D27/0, 10-11=1027/0, 1-2=1003/0, 2-3=257910, 3.4=3547/0, 4-5=3966/0,
5.6=3966/0, 6-8=3574/D, 8-9=2608/0, 9.10=1WBM
BOT CHORD 19-20=0/1940, 17-19=013184, 16.17=013966, 15-16=0/3966, 14.15=0/3886, 13-14=0/3217, 12.13=0/
1978 WEBS 1D-12=
D11395, 1.20=0/1364, 9-12=1294/0, 2-20=1303/0, 9.13=0/876, 2-19=0/889, 8.13= 847/
0, 3-19=843/0, 8-14=0/497. 3.17=0/573, 6-14=-443/0, 4-17=768/0, 6.15=219/
504 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 3x3 MT20 unless otherwise indicated 4) Refer to
girder(s) for truss to truss connections. 5) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means 6) CAUTION, Do
not erect truss backwards Printed copies of
this document are not considered signed
and sealed and the signature must
be verified on any electronic copies
WARNING - V n
Q rz/ifydrilyplramHMaturdREAD NOTES ON /NISAND INCLUDED agiExREFERENCEPAGE MLL7QJ rev. 1bD3/20/5 BEFORE USE. Design validfor
use only won Me edib Connectors This design is based Deny upon parameters shown, and is for on individual buildup cornponenl, net a truss system
Before use. the buldi ng designer must vent' the applcabilny of design paramelee end property ineorporale this design into the overall building design BMCMDandrcetedistopreventhCkbngofln&MLOl their web anmorChord membent owy. Addsional temporary and pemenam braemgIs always requitedIOr $Mbeay and to pravmn Collapse with possible personal inpury and Property damage. For general guidance regardo g the lebrntalron, storage, delivery,
ereaxan and bracing of trusses end truss systems, see ANSVTPIt Quality Clitoris, DS849 and SCSI Building Component 69D4 Parke Eau BNd Salary Information availablefromTruesPoneInatnule, 218 N Les Street, Suite 31Z Alexandria, VA 22314. Tampa. FL3661D
Job Truss Truss Type Oty Ply Park Sg HMTribeca-1986-B
T12535491IP19868-T F3 ROOF TRUSS 3 1
Job Reference tootional)
Mid-Flonda Lumber, Barlow. FL.
ID
0-1.8
1--1 i 1.3.0
a 1Ju s sep 1 e zU1 / tw I ex inousines, inc. rn Nov if wziwav zV 1 r rage i
ID.3zzrE5595gH8aKdROwR6OYzkwee-t9TU8D9bsl GJpLb2TH) WkgEvp_R84BdYA2["MbA
1 -4-0
Scale = 1:13 2
11x3 11 23x3 = 31x3 II 4133 11 53x3 = 63x3 11
3,6 =
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Lid
TCLL 40.0 Plate Grip OOL 1.00 TC 018 Vert(LL) 0.02 9.10 999 360
TCOL 10.0 Lumber OOL 1.00 BC 0.21 Vert(TL) 0.03 9.10 999 240
SCLL 00 Rep Stress Ina YES WB 0.13 Horz(TL) 0.00 7 n/a n/a
SCOL 50 Code FBC20141TPI2007 Matnx-S
LUMBER- BRACING-
3x5 =
PLATES GRIP
MT20 2441190
Weight: 40 lb FT = 20%F, 11%E
TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
BOT CHORD 20 SP No.2(flat) except end verticals.
WEBS 20 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (Iblsize) 10=37010-4-0, 7=376/Mechanical
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=52210, 3-4-52210, 4-5-522/0
BOT CHORD 9-10=0049, 8-9=0/522, 7-8=01350
WEBS 5-7=466(0, 2-10=-461/0, 5-8=0/268, 2-9=0/269
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-" oc and fastened to each truss with 310d (0.131' X 3') nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
4) CAUTION, Do not erect truss backwards.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Verify design parameters and READ NOTES ON TMS AM INCLUDEO a6TEK REFERENCE PAGE MIN473 tar. 106IR01S BEFORE USE.
Design vabd for use only with Wek® connectors This design is eased only upon parameters shown, and is for an itdwidual budding component. nat
atruss system Before use. the building designer must vendy the applratmW ofdesign parameters and property incorporate this design coo the overas
buildupdesign Bracingindicated is to prevent bucWmgof mdmdualbuss webandarchordmembers only Additional temporaryandpermanent bracing
a always required for stability Will to prawn collapse with possible personal injury and property damage For general guidance regarding 00 MR
Imbrication. storage. delwery, erection and bracing oftrusses andtruss systems, we ANSVTPl1 Quality Criteria, 05641 and SCSI Building Component 6904 Parke EastBlvd
Safety Information avallable from Truss Plate Institute. 216 N Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610
Job Truss Tnlss Type Oty Ply Park Sq Hrri/Tribece-1986-BI T12535492
P1986B-T F3A GABLE 1 1
Job Reference (opi
Mia-Fkinda Lumber. Bartow, FL.
OM
3 4
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 17 0618.59 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-t9TUBD9bslGJpLb2THlWkgEvvR_UD4C7YA21HyrylMbA
Stele = 1:13.2
5 6 73x3 II
14 13 12 11 10 9 8
34 = 3,0 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 40 D Plate Grip DOL 1.0D TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 100 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999
SCLL 0.0 Rep Suess Ina YES WB 0.03 Horz(TL) 0.00 8 n/a n/a
BCDL 5.D Code FBC2014/TP12007 Matrix-R Weight: 36lb FT = 2D%F, 1196E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0411 oc puriins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 7-1-0
lb) - Max Grav All reactions 250 to or less at joints) 14,8,11,12,13.10.9
FORCES. (lb) - Max CompJMax. Ten. - All forces 25D (Ile) or less except when shown.
NOTES-
1) All plates are tx3 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 toeach truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
6) CAUTION, Do not erect truss backwards.
WARNING - VerCy dest i parameMs and READ NOTES ON TICS AND INCLUDED aCTEK REFERENCE PAGE IMC-7473 rav, I&SMIS BEFORE USE.
Design wed lot use enty with Wake, connectors. This design is based only upon parameters shown, and is for an individual building component, not
e truss system. Before use. Ne bu8dmp designer must wily Ne applicability of design parameters end property incorporate Nis design into the overall
busding design Bracing indicated is to prevent bucBmgof individualtruss webnolor chordmembers only, Additionaltemporaryand permanentbracing
is sWays required lot pabday, and to proved collapse wan possible personal injury and property damage. For general guidance regardsp the
fabrrelion. Moraps, delnery, erection and bracingoftrusses and truss systems, see ANSVTPl1 Quality Criteria. OSO49 andSCSI Building ComponentSalaryInformationavailablefromTrussPimaInstatae. 218 N Lee Street, Suite 312. Alexandra. VA 22314
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
KNEW
Mwe
61101 Parke Fast Blvd.
Tampa, FL 36610
Job Truss Truss Type Oty Ply Park SQ HMfribeca-1986-8
T12535493
P1986B-T F38 ROOF TRUSS 1 1
ReferenceJob
Mid-Flonda Lumber, Bartow, FL.
41-0
H 1.3-0
12
e.13u s Sep lb 2u1 / Mt I eK Indusules, IOC Fn NOv 1 r ub:19:uuzul r Yage 1 I
D:3zzrE5595pHBaKdROwR6OY2kwee-LMOsMZ9DdbOAOVAEO?EIGtn4ROmMpewlOiUrU9yIMb9 1-
4-0 Scale -
1.13.2 11X3
II 23x3 = 31X3 It 4110 II 534 = 634 II 3x6 =
LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL
40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.02 10-11 1-999 360 TCOL
10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) 0.03 10.11 999 240 BCLL
0.0 Rep Stress Incr YES WS 0.12 Horz(TL) 0.00 7 n1a n/a BCDL
5.0 Code FBC2014/rP12007 Matrix-P LUMBER-
BRACING- 3x6 =
PLATES
GRIP MT20
2441190 Weight:
40 Ile FT - 20%F, 1196E TOP
CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 20 SP No.2(flat) except end verticals. WEBS
20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. REACTIONS. (
lb/sae) 11=316/0.3.8, 7=306/Mechanmcal, 9=124/0.3-6 Max
Grav 11=323(LC 3), 7=306(LC 1). 9=174(LC 6) FORCES. (
lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP
CHORD 2-3=390/0, 3-4=390/0, 4-5=390/0 BOT
CHORD /411=0/295, 9-10=01390, 8.9=0/390, 7-8=0/268 WEBS
5-7=357/0, 2-11=36910, 5-8-551261 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 10-0.0oc and fastened to eachtruss with 3-10d (0.131" X 3") nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. 4)
CAUTION, Do not erect truss backwards. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies O
WARNING • VwNy design parameters end READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE 1140-7477 rev. 14003r 1S BEFOREUSE. Design
valid for use drily with Welt® Connectors This design is based only upon parameters shown, and is for anindividual budding Component, not s
tresssystem Before use, the building designer must verity the sppleibmYly of design parameters and property bK.ofporetathis design into the overall building
designBracing indicated is to preventbucWing of individual trusswebandlorchord members" Additional temporaryandpermanent bracingis
alwaysrequired for stability and to preventcollapse with possible personal injury and property damage For general guidance regarding the Is fabrication.
storage, delivery. erection and bracing of trusses and truss systems, we ANSIRPII Quality Criteria. 05849 and SCSIBuilding Component 69N Parke Earn Sled Safety
Information available from Truss Plats Intedute. 216 N. Lee Street, Suds 312, Alesandria. VA 22314 Tampa, FL 36610
Job Thus Thus Type Oty Ply Paris Sq Hm/Tribeca-1986-BI T12535494
P19868-T F3G ROOF TRUSS 1 1
Job
Mid-Flonda Lumber, Banow, FL.
a1$
H 1-3.0
12
It.130 s Sep 15 2017 MTek Industries, Inc. Fn Nov 17 06 19.00 2017 Page 1
ID:3zzr£5595gHBgKd ROwR6OYzkwee-LMOsMZ9DdbOAOVAE07E IGtn71 Ohlpc8iOiUA J9yl Mb9
14-0
13
Scale = 1:13.2
1.6.n 4.1.12 5.7.0
18-0 2.7-12 1.5.4 1S-0 h
Plate Offsets (X.Y1— 1470-3-0.0 01
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in hoc) Well Ud PLATES GRIP
TCLL 400 Plate Grip DOL 100 TC 047 Vert(LL) -002 7-8 >999 360 MT20 2441190 TCDL
10.0 Lumber DOL 1 DO BC 0.59 Vert(TL) -004 7-8 >984 240 MT20HS 1871143 BCLL 0.
0 Rep Stress Ina NO WB 0.24 Horz(TL) 0 Ot 7 n/a n/a BCDL 5.
0 Code FBC2014/TPl2007 Matrix-P Weight 49 lb FT = 20%F, 1196E LUMBER- BRACING -
TOP CHORD
2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, BOT CHORD
2x4 SP No.2(flal) except end verticals. WEBS 2x4
SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/
size) 11=315/0-4-0, 7=929/Mechanical, 9=436/03.8 FORCES. (lb) -
Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
6-7-261/0, 2-3=41410, 3-4=41410, 4-5=414/0 BOT CHORD
10-11=01291, 9-10=01414. B-9=0/414, 7-8=0/775 WEBS 5.
7-1008/0, 2-11-374/0, "=-654/0 NOTES- 1)
Unbalanced
floor live loads have been considered for this design. 2) All
plates are MT20 plates unless otherwise indicated. 3) All
plates are 3x6 MT20HS unless otherwise Indicated. 4) Refer
to girder(s) for truss to truss connections. 5) Recommend
2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 310d (0 131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. 6) CAUTION,
Do not erect truss backwards. 7) Hanger(
s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 1014 lb down at 5-11-12 on top chord. The
designiselection of such connection device(s) is the responsibility of others. 8) In
the LOAD CASE(S) section, toads 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 (
plQ Vert: 7-
11=10. 1.6-100 Concentrated Loads (
lb) Vert: 13=
935(1`) Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies QWARNING • VrllIn
desrpn parellrer4n candonnectors READ
NOTES
ON base AND INCLUDED refers REFERENCE PACE eva.IQ3 rev, rag con
o BEFORE not
USE.
Design
Hnd
for use only with MTlIt®COnnepDfa The Oesipn is Dosed only upon parameter Shown, and n for M individual Du9dnp compDnent, not a buss
System Before use, the budding designer must venfy the applicability at design parmmer and property incorporate the design into the overall bull ing
design Bracing indicated is to prevent Duckling of mm ddual bussweb and/or chord member only Additional temporary and permanent bracmg k is elways
required for stabddy and to prevent collapse with possible personal mjury and property damage For general guidance regarding the labry atgn,
storage. delivery, areawn and bracing ofbussesand buss systems, weANSI TPII Quelay Cdtena, DSB-89 and BCSIBuilding Component 6904 Parke Fast BlW Safety InformationevadablefromTransPlateInsamree, 218 N Le! SUM. Sues 31Z Alexandra. VA 22314 Tampa, FL 36610
Job Truss Truss Type Ory Ply Park Sq HrtJrribeca-1986-B
T12535495
P19868-T FS ROOF TRUSS 1 1
b Reference (optional)
Mid-Flonda Lumber, Bartow, FL.
1 7x6 =
a.17u s bep a zu1 t mn eK inausmes, roc. rn mov ft uo. iti uI zui t rape i
ID:3zzrE5595gHBgKdROwR6OYzkwee-pYaFZvArOVW12elRai1_p5KCBnA_Y6PrdME00bOMb8
Scale = 1 17 6
frill II 11Q II
2 3 4 5
3x6 =
6
12 11 10 9 8 7
LOADING (psf) SPACING- 2-" CSI. OEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) nla n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) rVa nla 999
BCLL 0.0 Rep Stress Inv YES WB 0.05 Horz(rL) 0.00 7 nla nla
BCDL 50 Code FBC2014/TPI2007 Matrix-S Weight: 53 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 9-7-8 oc purling,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. Except:
6-0.0 oc bracing: 9-10.
REACTIONS. All bearings 9-7-8.
Ili) - Max Grav All reactions 250111 or less at joint(s) 12, 7, 8, 11 except 9=250(LC 1), 10=250(LC 1)
FORCES. (Ili) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 3x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing
3) Recommend 2x6 strongbacks, on edge, spaced at 10." 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.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Na•7473 ray. 10e142013 BEFORE USE.
Design valid foruse only with sNTelrO connectors. This design is based only upon parameters shown, and is for an individual budding component, not
atruss system Beforeuse. the bulid" designer must verilythe applicabilityofdesign parameters and propertyIncorporate thisdesign Wit the overall
budding design. Bracing indicated is toprevent buclduq of individual truss web andlor chord members only. Additional temporary and permanent bracing
is always required for stability and topravem collapse with possible personal injury and property damage For general guidance regarding the
fabrication. storage, delmery. erection and bracing of trusses and truss systems, we ANSVrPft Quality Criteria. US849 and SCSI Building Component 6904 Parke East Bid
Safety Information milAble from Truss Plate Institute, 218N lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss TrussType QA Py Park Sq HMTribera1986-B
T12535496
P19868-T F6 ROOF TRUSS 3 1
o e o to
Mid-Flonda Lumber, Barlow, FL. 8 13D s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06:19:02 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-HkSdmFBU9DeugoJdSOGDMIsR?BV HY??sOzxZlylMb7
1-3-0 0-48 36 _
1 3x6 = 2 1x3 II 3 1x3 II 4
Scale = 1.9 4
393 = 3x3 =
8 7 6 5
10 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 VBrl(LL) 0.00 7 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.07 Verl(TL) 0.00 7 999 240
BCLL 00 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a
BCDL 50 Code FBC2D14/TPI2007 Matrix-S
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 20%F, 11%E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins,
SOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=186/Mechanical, 5=186/Mechanical
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown
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.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARNING • v r
rHy Mslpn premefrs eMREADMOTES ON THIS ANDINCLUDED aDTEK REFERENCE PACE it!d-Tp3 rer. /fW3/fefS BEFOREUSE.
Design valid for use only with Wait& connectors. Thai design is baud only upon parameters shown, and its for on ndwiduel budding component, not
a truss system Before use, me buildup designer must verify the appbrabaty ofdesign parameters and property incorporate this design coo the ovens
buddngdesign Bracing ndruteaistoprevent b-Cid 9 of ndwidualtruss webenwor chord members only. Additional temporaryendpermanent bracing
isalways required for stab2dy andtoprevent collapse with possible personal injury and property damage For general guidance regarding the
ladlcabon, storage, dein ery, erection and bracing of IMUCS end truss systems, We ANSIM11 Quality criteria. DSBa9 andSCSI Building component 69D4 Parke Fast BidSafetyInformationovodobbfromTensPlateInstitute, 218 N LeeStreet, Suite 312. Alexandria, VA 22314 Tampa, FL 3661D
Job Truss Truss Type oty Pty Park Sq Hmnribece-1986-8
T12535497
P19868-T F6A GABLE 1 1
Job Referencei
Mid-Flonda Lumber, Bartow, FL. 0. I.W 5 Aep 10 zu I r nu Ian lmui ei. I16 rn nuv I w as vc cv r r vow= I
10:3zzrE5595gHBgKdROwR6OYzkwee-HkBdmFBU9DeugoJd80GDMIsS 1BWgHZ_?sOvZlylMb7
2 14 II 3 1x3 II 4 34 11
Scale = 19.4
8 7 6 5
3x3 11 1x3 II IX3 11 34 11
1.411 aslz a5.12 1-4-0
LOADING (psf) SPACING- 2-" CSI. OEFL. in loc) li Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 100 TC 0.06 Vert(LL) n1a n1a 999 MT20 2441190
TCOL 10.0 Lumber OOL 1.00 BC 0.01 Vert(TL) n1a n1a 999
BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 5 Na n1a
SCOL 5.0 Code FBC2014rrPI2007 Matrix-R Weight: 20 lb FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purling,
BOT CHORD 20 SP No.2(8at) except end ver icals.
WEBS 20 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 20 SP No.3(flat)
REACTIONS. All bearings 3-7-8
Ib) - Max Grav All reactions 250 lb or less al joint(s) 8, 5, 6, 7
FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web).
3) Gable studs spaced at 1-4-0 oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING . Varlrydislpnperamerers andREADNOTES ONT10SANDINCLUDEDWTEK REFERENCEPAGENa-7473ray. 149317016 BEFORE USE.
Design valid for use only with Wake, connectors. This design Is based only upon parameters shoism. and Is for an oidr idual budding component. notatrusssystemBeforeuse, the buildingdesignermust verifythe appliabdayof designparameters andpropertyuncorporale thedesign intothe overall
buailing design Bracing indicated is toprevent bu:dmg ofmdrodwl truss web and/or chord members only. Adddional temporary and permanent bracingisallaysrequiredforstabilityandtopreventcollapsewdhpossiblepersonalinjuryandpropertydamage. Forgeneral guidance regarding the No
fabrication. storage, detnery. erection all bracing of lasses and truss systems, see ANSUTPN Quality Criteria. OSS-89 and BCSI Building Component 6904 Perlis EastShid
Safety Information available from Truss Plate Institute. 214 N Lee Sir", Suite 312, Alexandra, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Paris Sq Hm/Tribets-1986B
T12535498
P1986B-T FT1 FLOOR 1 qJ e31)
Nuo-rionaa Lumber, Barlow, rL 8.130 s Sep 15 2017 NbTek Industries, Inc Fri Nov 17 05:19:03 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-mxil bC6wWmkHyupl7oSuWPOzbh40tE85gjVSTyIMb6
26-1D14
24$ 3-0.2 7.2•a tObU 14.3-4 17.9.10 21+0 24.10.E 26-2.2 268•S
2+6 1.312 3b•6 3.6•B 3-6 3fr6 3.68 3tr•6 1. o2 1 1.7.10
Scale - 1.49 2
1.5x4 11 3x8 = 1.50 II 4x8 = 1 Sx4 11 4x9 = Sx5 = 4XS = 1.5x4 II 3x6 = 1.5x4 II
1 2 3 4 5 B 7 B 9 10 11
20 21 19 22 23 18 24 25 17 20 10 15 14 13 12
4x4 = 4x9 = 2.4 II 900 MT2DKS = 2x4 II
3A-2 7.2-0 10.9-14 14-'l-a 17-9.10
4x8 = 2x4 II
211-0 24-10.B
44 =
21i10.14
4x4 =
2
3A2 2 F1-7-10 1
Plate Offsets (X.Y)— 117:o-2-6.0-3-ot.11711-5.0.o-4-1211
LOADING (psf) SPACING- 1.3-0 CSI. DEFL. in (be) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.0D TC 0.88 Vert(LL) 0.87 16-17 >39D 36D MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.65 Ven(TL) 1.34 16-17 >253 24D MT20HS 1871143
BCLL 0.0 Rep Stress Inv NO WB 0.60 Horz(TL) 009 12 n/a nla
BCDL 5.0 Code FBC2014/TPI2007 Matrix -MS Weight: 469 lb FT = 209E
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purtins,
BOT CHORD 2x6 SP DSS except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 20=2765/D-74, 12=1644/0.7-4
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25D (Ib) or less except when shown.
TOP CHORD 1-2=298/0, 2-3=-8539/0, 34=8588/0, 4-5=15770/0, 5-6-15770/0, 6-7=12728/0,
7-8=127281D, 8-9=5246/0, 9-10=520D/0
BOT CHORD 19-20=015632, 18.19=0/14514. 17-18=0/14514. 16-17=0/16595, 15.16=D/16595.
14-15=0/9963, 13-14=019963, 12-13=013436
WEBS 3-19=296/0, 4-18=01954, 6-16=0/965, 9.13=272/0. 4-19=612210, 4-17=0/1301,
6.17=-854/0,8-13=4873I0,8.15=0/2865, 6-15=-4007/0,2-19=0/3784, 2.20=5811/0,
10-13=0/2297,10.12=3563/0
NOTES-
1) 3-ply truss to be connected together with 10d (0.131"x37 nails as follows:
Top chords connected as follows: 2x4 - 1 rowat D•7-0oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 rowat 0-9-0oc.
2) All bads are considered equally applied to all plies, except it noted as front (F) or back (8) fare in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated.
3) All plates are MT20 plates unless otherwise indicated.
4) Required 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (D.131" X 3') nails Strongbacksto
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) 369 lb down at 2-1-0, 369 lb
down at 4-1-0, 369 lb down at S.1-0, 369-lb down at 8-1-0, and 369 lb down at 9-7-8, and 622 Ile down at 13-4-8 on bottom chord
The design/selection of such connection device(s) is the responsibility of others.
6) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection. Building designer to consider
providing means to dampen possible floor vibration.
LOAD CASES) Standard
1) Dead + Floor Live (balanced) Lumber Increase=l 00. Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-11=63, 12-20=-6
Concentrated Loads (lb)
Vert: 21=369(F) 22=369(F) 23=369(F) 24-369(F) 25=-369(F) 26=-622(F)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 wARN/NO • vrNy deslpn peremnrs ant READ N07E5 ON T1n5 AND INCLUDED MI7Ex REFERENCE PAGE MLL7473 nr. f&W,701SBEFORE USE. Design
validforuse onlywith M1TekO comwoors This designISbased onlyuponparamelers shown, end is for an individual buddingcomponent, not a
trusssystem Before use, the budding designer must verity the applrcablaly of design parameters and propeny IMDWete this design ddo the overall budding
design. 8mcaV indicatedis to prevent bueldngof individualWAS weband/orChord membersonly AddMOnal tempornyand permanent orating rs
envoys required for Stability and 1e preverd Collapse in possible pentonal injury and property damage For general gudanCe regarding the fabrcauon,
storage• delivery, ererslen and bracing of trusses and truss systems• see ANSUIPII Quality Criteria. DSB49 and BCSI Building Component 6904 Parke Eau Blvd SafetyInformationevadablefromTrussPlatennslaule. 218 N. Lee Street, Suite 31Z Alexandria. VA 22314 Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq HMTribeca-1986-8
T12535499
P19868-T FT2 FLOOR 1
b Reference
Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06:19:03 2017 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-nub7_bC6wVNnkHyupl7oSuW PYgbMOgP$5plb5TyIMb6
2a11 ) a-11-10 7-4-9 ) 9-11-4
2-&11 2.4-15 24.15 24-11
Scale - 1 10 4
1 300 =
3x4 It
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 2x6 SP No 2
WEBS 20 SP No 3
Rr:Jty 1.5x4 11 3x10 =
2tM ll 4.11-10 73-9 1 9,11.4
30
IA211 2.4.15 1 2.4.15 2b11
4 0-2-121 f9:0-440-2-121 SPACING-
1-0-0CSI. DEFL. in loc) Well Ud PLATES GRIP Plate
Grip DOL 1.00 TC 0.38 Vert(LL) -0.07 8 >999 360 MT20 2441190 Lumber
DOL 1.00 BC 0.74 Vert(TL) -0.11 8 >999 240 Rep
Stress Incr NO WB 0.82 Horz(TL) 0.01 6 n/a n/a Code
FBC2014/TPI2007 Matnx-MS Weight: 111 Ito FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-" oc purlins, except
endverticals BOT
CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (
lb/size) 10=1837/0-4.0, 6=1998/0.7-4 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except whenshown TOP
CHORO 1-10-1637/0, 1-2=3350/0, 2-3-3350/0, 3.4=3490/0, 4-5=3490/0, 5-6-1690/0 BOT
CHORD 9.10=0/276, 8-9=0/4868, 7.8=0/4868, 6-7=0/293 WEBS
1-9=0/3308, 2-9=775/0, 3-9-163410, 3-8=0/349, 3-7-148310, 4-7-767/0, 5-7=0/3440 NOTES-
1)
2-py truss to be connected together with 10d (0.131"x3") nails as follows, Top
chords connected as follows: 20 - 1 row at 0.9411 oc. Bottom
chords connected as follows: 2x6 - 2 rows staggered at 0.9-0oc. Webs
connected as follows, 20 - 1 row at 0.9-0 oc. 2)
All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply
connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3)
Girder cames tie-in span(s) 7-0.0 from 0-"to 9-11-4 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-" 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) 181 lb down at 3.9-12. and 181 lb
down at 5-9-12, and 181 lb down at 7-9.12 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. LOAD
CASES) Standard 1)
Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform
Loads-tplff Vert:
1-5-330, 6-10-5 Concentrated
Loads (lb) Vert:
6-66 11=-181(B) 12-181(8) 13-181(8) Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies Q
WARNING - Verily daslgn perimeters and READ NOTES ON TNIS AND INCLUDED 411TEK REFERENCE PAGE aVF7473 nv. 141002rWIS BEFORE USE. Design
validforuse onlywith147011 connectors This designis basedonly uponparameters shown, and is foranindividual buddingcomponent, not truss
system Before use. the building designer must verify the applicability of design parameters and properly urarponde this design into the overall budding
design Bracing indicated is to prevent buckling of individual truss web ondfor chord members only. Additional temporary and permanent bracing is
assays required for Stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication.
storage. delivery, erection and bracing of trussed and truss systems, see ANSIRPII Quality Criteria. OSBa9 and SCSI Building Component 6904 Parke EAst SMSefory
InforwisVon available from Truss Plate Insblule, 216 N. Lee Street Suite 312. Alaxandna. VA 22314 Tampa, FL 36610
JOD Truss Truss Type Qy Ply Park Sq HMTribeca-1986B
T12535500
P1986B•T FT3 FLOOR 1
D
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Nov 17 06.19.04 2017 Page 1
ID:3zzr£ 5595gHBgKdROwR6OYzkwee-E7GNBxCkhqubv6TOFrJhRblg*6CINgIJKS2dwylMbS
3-2-3 6-2-9 9-4.12
3-2-3 3 7 3-2-3
1 Sx4 11
1 4x4 =
20 11
4x4 =
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
LOADING (psf) SPACING- 2 0 0 CSI.
TCLL 400 Plate Grip DOL 1.00 TC 0.21
TCDL 100 Lumber DOL 1.00 BC 0.34
BCLL 0.0 Rep Stress Ina NO WB 0 39
BCDL 5.0 Code FBC2014/TPI2007 Matrix -MS
Stab = 1.17.5
4x4 =
2x4 11
DEFL. in (loc) VdeO L/d PLATES GRIP
Ven(LL) -0.04 6-7 >999 360 MT20 244119D
Ven(TL) -0.05 6-7 >999 240
Horz(TL) 0.00 5 n/a Na
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/sae) 8=859/D-7-4, 5=733/0-3-8
FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (ID) or less except when shown.
TOP CHORD 1-8=653/0, 1-2=1709/0, 2.3=1709/0, 3-4=1686/0, 4-5=647/0
BOT CHORD 6.7=011686
WEBS 1-7=0/1623, 2-7=286/0, 3-6=308/0, 4.6=D/1621
Weight: 104 ID FT = 20%
Structural wood sheathing directly applied or 64).0 oc puffins,
except end verticals
Rigid ceiling directly applied or 10.00 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'X3') nails as follows,
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only bads noted as (F) or (B). unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at 10" 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 4)
Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 176 ID down at 2.1.8, and 176 ID
down at 4-1-8, and 176 lb down at 6-1-8 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=l DO Uniform
Loads (plf) Vert:
1 4- 00, 5-8-10 Concentrated
Loads (lb) Vert:
8=64 6=176(B) 9=176(B) 10=-176(B) Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies Q
WARNING • VOWY dealgn Panmelene and READ NOTES ON TVS AND INCLUDED MITEN REFERENCE PAGE MIF7473 rat. 1003MtS BEFORE USE. Design
valid for use only with MTeklb connectors This design is based only upon parameters dawn, and is lot an dndrvidual budding tomponee, net a
trusssystem Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall budding
design Breratg indicatedis 10 prevet buckling of i ndmdual trussweb andfor chordmembers ony. Addaonal temporary end permanentbrwxV is
alwaysrtQuiredtot stability and to preventcollapse with possible personalinjury andproperty damage For generalguidance regarding the Is fabnKauon,
storage, delivery. erection and bracing of trusses and buss systems, see ANSVTPn Quality Criteria, DSB-89 and BCS1 Building Component 690d Parke East BNd SafelyInformation &variable from TrussPlate Insidwa. 218 N. Lee Street, Suds 312. Alexandria. VA 22314Tampa, FL 36610
Job Truss Type Oy Park Sq HrtJTribeca-1986-B
I JPty T12535501IP19868-T JTrussJ5 JACK 9 1
Referencejobi
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ID:3zzrE5595gHBgKdROwR6OYzkwee-E7GNBxCkhqubv6TOFrJhR/yi078arrslJKS2dwylMb5
1-0-0 5.0.0
1-0^0 5-0.0
20 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32
TCOL 10.0 Lumber DOL 1.25 SC 0.25
BCLL 00 ' Rep Stress Ina YES WS 0 00
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 20 SP No.2
REACTIONS. (Iblsae) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical
Max Horz 2=108(LC 8)
Max Uplift 3=64(LC 8), 2=73(LC 8)
Max Grav 3=127(LC 1), 2=264(LC 1). 4=91(LC 3)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
Scale = 1.17.0
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) -0.03 4-7 >999 240 MT20 244/190
Vert(TL) -0.08 4-7 >765 180
Horz(TL) 000 2 n/a n/a
Weight: 18 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45f1; L=24ft; eave=4R, Cat.
II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noncorlcurrent 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 rid 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 64 lb uplift at joint 3 and 73 lb uplift at
joint 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
MOM. . Verfy design peremefers a" READ NOTES ON MS ANO INCLUDED ADTEK REFERENCE PAGE a11F7473 rev. 10MOlS BEFORE USE.
Design valid for use only with MRekO connectors This design is based only upon parameters shown, and d for an indmdual budding component. ad
a Iroassystem Beforeuse, the budding designer mustverity the applicability ofdesign parameters and propertyncorpon. this design into the overall
buadrng design Bracing indicated is to proved bucking of individual Was web andlof chord members" Additionaltemporaryand permanentbracing
is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the
labrcalan, storage. delivery. erection and bracing of trusses and truss systems, we ANSVTPII Gustily Criteria. 03649 andSCSI Building component 6904 Padre East SM
SafetyInformation available from TrussPlataInstitute. 210 N leeStreet. Suds31Z Alexandria. VA 22314 Tampa. FL 3010
Job Truss Qy Ply Park Sq Hm/Tribefa 1966 BFrusKsypeP1986B-T J7 11 1
Job Referent o t'
Mid-Flonda Lumber, Banow, FL S.130 s Sep 15 2017 MiTek Industries. Inc. Fn Nov 17 06:19:05 2017 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-IJgIPHDMSBISXG2CpYgwzxUpAPPIUw5RY Ce9MylMb4
7-"
t-0-0 7-"
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 FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
CSI. DEFL. in (loc) Wen Ud
TC 070 Ven(LL) 0.10 4-7 >814 240
BC 0 54 Ven(TL) 0.31 4-7 >269 180
WB 0.00 Horz(TL) 0.01 2 nla n/a
Matrix -MP
REACTIONS. (Ib/size) 3=183/Mechanical, 2=342/0-4-0, 4=90/Mechanical
Max Horz 2=141(LC 8)
Max Uplift 3=93(LC 8), 2=82(LC 8)
Max Grav 3=183(LC 1),2=342(LC 1),4=129(LC 3)
FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
Scale= 1,223
PLATES GRIP
MT20 244/190
Weight: 24 Ib FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vun=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24111; eave=4ft; Cat.
11, Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads.
3) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide
will rd 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 93 Ib uplift at joint 3 and 82 Ib uplift at
joint 2
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING - VQrift' dearpn Psnmaren rib READ NOTES ON TIOS AND INCLUDED IIeTEx REFERENCE PAGE aef-7Q3 m. /1aD32ef5 BEFORE USE.
Designvalidfor useonly with WTeWconnectors Thisdesign isbasedonlyupon parameters snows• and is foran aidNidualbuddingcomponent, not
rifle
Atruss syctem Before use. the building designer must vent' the applicability of design parameter: and property InColporate the design into theoverall
building design. Bracetpindicated IS toprtveid buddingof indmdualtrussweb and/or Chordmembers only Addmonallemporary and penttanant bracing
IS always required for atabddy and to prevent collapse with possible personal niury and property damage. For general guidance regarding the I 6
fabrication• storage, delwery, ereacn and bracing of threats and was "ems, see ANSUIPII Oualhy Criteria, DSB-e9 end SCSI Building Component 6904 Parke Fast BlvdSafetyIrnorinationavailablehornTrussPlateInstnide. 210 N Lee Street. Suet 31ZAlwndre• VA 22314. Tampa, FL 36510
Job Truss Truss Type Oty Park Sq HrMribeca-1986 BJPly T12535503
P19868-T JTT SPECIAL 3 1
ReferenceJob1
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fri Nov 17 06:19.06 2017 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-AW08ocE_DR9J80dONFL9NB1 xuoozDMwanex9ioylMb3
t 0-0 2 3 d 4-104 7-"
1 0 I 2-3.4 2-7-0 I 2-1-12
30 _ 1.ZIx4 11
LOADING (pan SPACING- 2-" CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83
TCDL 10.0 Lumber DOL 1.25 SC 0.32
BCLL 0.0 ' Rep Stress Inv YES WB 0.09
BCDL 10.0 Code F8C20141TPI2007 Matrix -MP
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2 'Except'
3-8. 20 SP No 3
WEBS 20 SP No.3
REACTIONS. (lb/size) 5=5/Mechanical, 2=339/0.", 7=272IMechanical
Max Horz 2=141(LC 8)
Max uplift 5=18(LC 3), 2=-82(LC 8). 7=79(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 3-4=345178BOTCHORD
3.7=1531359 WEBS 4.
7=425/181 Scale = 122.
3 DEFL. in (
loc) Udell Ud PLATES GRIP Vert(LL)
0.11 8 1 784 240 MT20 2441190 Vert(TL) -
0.26 8 >322 180 Horz(TL)
0.14 7 n/a n/a Weight: 29
lb FT = 20% BRACING - TOP
CHORD
Structural wood sheathing directly applied or 5-7-10 oc purling. BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1)
Wind:
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25rt; 8=45ft; L-2411; eave=4ft; Cat. 11; Exp
B; Encl., GCpi=0A8; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This
truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This
truss hasbeen 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd
between the bottom chord and any other members. 5) Refer
to girder(s) for truss to truss connections 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint S. 82 lb uplift at joint 2 and 79
lb uplift at joint 7. Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies 0 WAR7aNG -
Verify design parameters and HEAD NOTESON TUS ANDINCLUDED WTEKREFERENCE PAGE MX7473 rev. 16e3410/5 BEFORE USE.6.1010111 Design valid
for use only with Wake, connectors This design is based only upon parameters shown, and is for an individual building component. not a truss
system. Betas use. the building designer mast verify the apprabibry, of design parameters and property incorporate this design into the overall buedng design.
Bracing indicated a to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always
required for stability and to proverscollapse with possible personal uqury and property damage For general guidance regarding the fabrication, storage.
delivery, erection and bracing of trusses andtruss systems, seeANSUTPII Quality Criteria, 03629 and SCSI Building Component 69W Parka Fast Blvd Safety Information
available from Truss Plate Instdule, 218 N. Lee Street. Suite 312. Alesatrdna, VA 22314. Tamps, FL 36610
Job Thus TrussType Oy Ply Park Sq Hm/Tnbece•1986-B
T12535504
P19868•T KJ5 JACK 4 1
D 1
Mid -Fonda Lumber, Barlow, FL 8130 s Sep 15 2017 MiTek Industries, Inc Fri Nov 17 0619:06 2017 Page 1
ID 3zzrE5595gHBgKdROwR60Yzkwee-AWOBccE_DR9J8000NFL9W81ySokhDNLanex9loylMb3
1•S-0 7.0.14
1.5-0 7-0.14
Scale - 1: Is 9
3x4 =
r 7-0-14
7.0.14 I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 080 Vert(LL) -0.11 4-7 >781 240 MT20 2441190
TCDL 10 0 Lumber DOL 1.25 BC 060 Ven(TL) -0.32 4-7 >265 180
BCLL 0.0 - Rep Stress Inc NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 100 Code F8C2014f rP12007 Matnx-MP Weight: 24 lb FT = 2D%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0.0 oc purtins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 1D-PO oc bracing.
REACTIONS. (lb/sae) 3=183/Mechanwal, 2=375/0-6.7, 4=95/Mechanical
Max Horz 2=108(LC 8)
Max Uplift 3=79(LC 8), 2=118(LC 8)
Max Grav 3=183(LC 1). 2=375(LC 1), 4=129(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind. ASIDE 7-10: Vuk=14Dmph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=25ft, B=45ft: L=24ft; eave=oft; Cat.
II, Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 118 ID uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at
I-&12. 51 lb down and 11 lb up at 1-6-12, and 70 lb down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 4-4-12 on top
chord, and 7 lb down and 2 lb up at 1-&12, 7 lb down and 2 lb up at 1-6-12, and 17 lb down at 4-4-12. and 17 lb down at 4-4-12
on bottom chord. The design/selection of such connection devices) is the responsibility of others
7) In the LOAD CASE(S) section, loads applied to the lace 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)
Van: 1-3=60, 4.5=-W
Concentrated Loads (lb)
Van: 10=4(F=2, 13=2) 11=-10(F=-5, B=5)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING • Vesay design parametersand READ NOTES ON TNIS AND INCLUDED WYEK REFERENCE PAGE M/I.7473 rev. 1110=0/3 BEFORE USE. Design
valid foruseonlywith MITekS connectorsThis designIS based onlyuponparameters shown, and is for on individual building componem, not truss
system. Before use, the budding designer must verify One applcabaly, of design parameters and property incorporate this design into the overall budding
design Bracing indicated Is to prover bucking of individual buss web and/or chord members only Additional temporary and permanent bracing Is isakvaysr"uued for stability and to preventcollapse with possible personal injury and property damage For general guidance regarding the fabrication,
storage, delivery, erection end bracing al trusses, and truss systems, we ANSUIPIt Quality Cdterts, DS849 end SCSI Building Component 69D4 Parke East Bald. SafetyInformationavailablefromTrussPlaneInstdue. 218 N Lee Street, Suite 31Z AlexandN, VA 2231• Temps. FL 36610
Job Truss Truss Type Ory Part Sq HnVTribeca-19868
JPly T12535505
P19868-T KJ7 JACK 3 1
Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc Fri Nov 17 05:19.07 2017 Page 1
10:3zzrE5595aHBaKdROwR6OYzkweeeryWgyFc IHAmZCax¢sO3MaEwCSW3k?lhiEFylMb2
5-4-0 9-10.13
1.5-0 I 5-4-0 I 4.&13
Scale - 1.21.9
20 =
LUX. n 5
54-0 9.10.13
r . 1 1 a
LOADING (psq SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.25
TCOL 10.0 Lumber OOL 1.25
BCLL 0.0 ' Rep Stress Ina NO
SCOL 10.0 Code FBC2014frP12007
LUMBER -
TOP CHORD 2x4 SP No.2
80T CHORD 20 SP No.2
WEBS 20 SP No 3
CSI. DEFL. in loc) Udell Ud
TC 0.37 Vert(LL) 0.02 7-10 999 240
BC 0.37 Vert(TL) 0O6 7-10 999 180 WB
0.35 Horz(TL) 001 6 n/a n/a Matrix -
MS REACTIONS. (
lb/size) 4=121/Mechanical, 2=50810.67, 6=338/Mechanical Max
Harz 2=142(LC 8) Max
Uplift 4=-67(LC 8). 2 =148(LC 8), 6=73(LC 8) FORCES. (
lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=745/129 BOT
CHORD 2-7=199/679, 6.7=199/679 WEBS
3-7=0/257, 3.6=7391217 3x4 =
PLATES
GRIP MT20
2441190 Weight:
42 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10.0.0 oc bracing NOTES-
1)
Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 8=451111; L=24ft; eave=4ft; Cat. 11;
Exp 8, Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp OOL=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 24-0 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 67 lb uplift at joint 4, 148 lb uplift at joint 2
and 73 lb uplift at joint6 6)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-
6.12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 44-12, 3 lb down and 44 lb up at 44-12. and 27 lb down and 77
lb up at 7-2-11. and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1.6-12. 5 lb down at 4-
4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord The designiselection 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 (8). LOAD
CASE(S) Standard 1)
Dead + Roof live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform
Loads (pit) Vert:
1-4=-W, $4-20 Concentrated
Loads (lb) Vert:
13=53(F=27, 8=27) 14=4(F=2, 8=2) 15=10(F=5, 131=5) 16=35(F=17, B=17) Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies O
WARNING - Verity design parameters and READ NOTES ON Ties AND INCLUDED MTEK REFERENCE PAGE MIF7472 rev. 1GVLIe1S BEFORE USE.wilida
Design
valid for use only with Mn ek* connectors This design is based only uponparameters shown, and is for an individual building component, not a
trusssystem. Before use, the budding designer must verdy the applicability of design parameters and property incorporate this design into the overall budding
design Bracing indicated rs to preventbuckling of individual truss webandchord/or tordmembersonly. Additional temporary and permanentbracingis always
required for stability and to prevent collapse withpossible personal injury and property damage For general guidance regarding the fabrication. storage,
delivery. erection and bracing of trusses and truss systems. we ANS111TPI1 Quality Criteria, 056-49 and8CSt Building Component 6904 Parke East Blvd Safety Information
available from Truss Plate Institute, 218 N. Lee Street. Sued 31Z Alexandria. VA 22314. Tampa. FL 36610
Job Truss Type Dry Pry Park Sq Hm/Tribeea-1986.8TSPECIss
T12535506
P19868-T KJ7T AL 2 1
Mud-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Nov 17 06:19.08 2017 Page 1
ID:hiEj_2vgrkv4uEJUYC2jFzkFng-6uVu11GE13P101nnUgNdbZ61 WeLBhD9tEyOGmhyIMb1
1-SO 3-2.2 64-11 9.10-13 i1-5 0 3-2.2 3-2-9 3a-1
40 = Sx4 It
LOADING (psf) SPACING- 2-0-0 CSL
TCLL 200 Plate Grip DOL 1.25 TC 0.82
TCDL 10 0 Lumber DOL 1.25 BC 0.92
BCLL 0.0 Rep Stress Ina NO WB 0.30
BCDL 10.0 Code FBC2014/TP12W7 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP DSS
BOT CHORD 2x4 SP No.2 *Except'
3-9. 2x4 SP No.3, 3.6: 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (Ile/size) 5=70/Mechanical, 2=500/0.5-11, 6=367/Mechanical
Max Horz 2=142(LC 8)
Max Uplift 5=40(LC 8), 2=148(LC 8), 6=101(1_C 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=1015/253
BOT CHORD 3-8=3121978, 7-8=313/981
WEBS 4-8=27/299, 4-7=1056/337
Scale = 1:22.0
DEFL. in (loc) Well Ud PLATES GRIP
Veit(LL) -0.23 3-8 >521 240 MT20 244/19D
Vert(TL) -0.59 3-8 >202 180
Horz(rL) 0.23 6 n/a n/a
Weight: 40 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-1D-6 oc puffins.
BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
It: Exp B; Encl.. GCpi=O 18; MWFRS (directional); Lumber DOL-1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom Chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 148 lb uplift at joint
2 and 101 lb uplift at joint 6.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 ID down and 11 Ile up at
1-6-12, 51 lb down and 11 lb up at 1-6-12, and 100 ID down and 76 lb up at 7-2-11. and 100 lb down and 76 lb up at 7.2.11 on top
chord, and 7 Ile down and 2 lb up at 1-612. 7 Ile down and 2 lb up at 1-6-12. 1 Ile down at 44-12, 1 lb down at 4-4-12, and 21 lb
down at 7-2-11. and 21 lb down at 7-2-11_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 (S).
LOAD CASE(S) Standard
1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25
Uniform Loads (pip
Vert: 1.3=60, 3.5=-60, 9-10=20, 3-6=20
Concentrated Loads (lb)
Vert: 14=66(F=33, B=33) 15=4(F=2, 8=2) 17=2(1`=1, B=1) Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Vrey dasipi parametra end READ NOTES ON TIES AND INCLUDED WTEx REFERENCE PAGE et0•7473 rev. /001113IMS BEFORE USE.
Designvalidtot useonly withMITek® connectors, Thisdesign is basedonlyupon parameters clown, and a foran individualbuildup comjonem, not
A miss system Belle use, the budding designer must verily the applicability of design parameters and properly, incorporate this design into the dvra6
building design Bracing indicated Is to prevent buckling of individual oust web andfbr tlnad members only Additional temporary and permanent bracop
ns stways required for Nabday and to prevent collapse with possible personal injury and property damage For general gulerncs regarding the No
fabrication, storage, delivery, erection and bracing or Musses and truss systems, we ANSVTPII Quality Cdleria, DS949 and SCSI Building Component 8904 Parke EastBMdSafetyInforteadonavailablefromTrussPlateInslaute. 210 N In Street, Sued 312. Alexandria, VA 22314 Tampa, FL 3661D
Job Truss Truss Type Qry Park SQ Hm/fribeca- 1985-8JPly T12535507
P19868-T MG1 JACK 1 1
eall
Mid-Flonda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Nov 17 06.19:09 2017 Page 1
ID 3zzrE5595aHBaKdROwR6OYzkwee-a53GEeGtWMXu?tMz2Ovs6nfcu0mcQfClTcApl7ylMbO
I 3.7.8 1 7-"
3-7.0 3-4B
LOADING (psq SPACING- 1."
TCLL 20.0 Plate Grip DOL 1.25
TCOL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Ina NO
BCOL 10.0 Code FBC2014rTP12007
1,50 II
3
04 = 3XS MT20MS 11 4
40 =
CSI. DEFL. in loc) Udell Ud
TC 0.21 Vert(LL) 0.02 5-7 999 240
BC 0.52 Vert(TL) 0.05 5-7 999 180
WB 0.38 Horz(TL) 0.01 4 nla n/a
Matnx-MP
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 20 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=974/0.4-0, 4=768/Mechanical
Max Horz 1=57(LC 8)
Max Uplift 1=226(LC 8). 4=209(LC 8)
FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1209/272
BOT CHORD 1-5=284/1081, 4-5-28411081
WEBS 2.5=229/992, 2-4=1233/324
Scale = 1:25 0
PLATES GRIP
MT20 2441190
MT20HS 1671143
Weight: 40 lb FT = 20%
Structural wood sheathing directly applied or 5.1-6 oc puffins,
except end vefficals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25f . 8=45R; L=24ft; eave=4R, Cat.
II; Exp B; Encl., GCpi=O 18. MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live bad 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 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 1 and 209 lb uplift at
joint 4.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 lb up at
1.0.12, and 496 lb down and 130 lb up at 3-0-12. and 496 lb down and 130 lb up at 5.0-12 on bottom chord. The designlselection
ofsuch connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads.applied to the face of the truss are noted.as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert 1-3=30, 1-4=10
Concentrated Loads (lb)
Vert: 7=496(8) 8=496(B) 9=496(8)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
AWARNING- V drtV design parameters and READ NOTES ON MS AND INCLUDED aeTEK REFERENCE PAGE 1110.7473 rev. MUMS BEFORE USE.
Design valid for use any with MUM donneclera This design is based any upon parameters shown. and is for an individual budding component. not
a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporste this design udo the overall
buddingdesign Braongindicated is to preventbuWingofindividualtruss; web andfor chord membersonly. Additionaltemporary and permanent bras nig
issh sys retiwred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is
ratincalion. storage, detrery, erection and bracingoftrusses and trusssystems. we ANSVTPII Owllry Criteria, OSS49 and SCSI Building Component 6904 Parse EastBlvd.
Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 30510
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y4offsetsareindicated.
6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in fl-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g.
TOP CHORDS diagonal or x-bracing, is always required. See BCSI.
c14 cza 2. Truss bracing must be designed by an engineer. For
TT
WEBS a 4
O 4 y, p
rt' O
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never0. t''
A , U stack materials on inadequately braced trusses.
p4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate designer, erection supervisor, property owner and
plates 0- 'ne' from outside BOTTOM CHORDS all other interested parties.
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT the environment in accord with ANSIrrP1 1.
software or upon request
NUMBERSILETTERS. 8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for
ICC-ES Reports: use with fire retardant, preservative treated, or green lumber.
The first dimension is the plate 10. Camber is a non-structural consideration and is the
width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camberfor dead load deflection.
the length parallel to slots. 11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements
LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss Unless Otherwise shown.
in all respects, equal to or better than that
specked.
13. Top chords must be sheathed or purirns provided at
output. Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft spacing,
BEARING established by others.
or less, if no ceihng is installed, unless otherwise noted.
IS. Connections not shown are the responsibility of others.
Indicates location where bearings 16. Do not cut or after truss member or plate without prior
supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer.
reaction section indicates joint
number where bearings occur. IT Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptableI environmental, health or performance risks. Consult with
project engineer before use. Industry Standards:
ANSI/TPI1: National Design Specification for Metal 19 Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction. i and pictures) before use Reviewing pictures alone
DSB-89: Design Standard for Bracing. is not sufficient.
BCSI: Building Component Safety Information,11Wk 20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSIrrPI 1 Ouality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
RECORD COPY
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12'- 0"
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10'- 0" 3.11 GARAGE
L 9'- 4" 19'- 4" 1
FIRST FLOOR
16"
16"
16"
20"
icc 28'- 8"
INll
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1 Ill
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10 1
1I I I
1I I I
1I IN
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16._ 0" B1 I _ 12'- 8"
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
20 Cont Bander •.
vl1
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
r HEEL HEIGHT = 2 x 4
BOTTOM = 2 x 4
TOP= 2x4 12
1 6.0 PI
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12
TRUSS END DETAIL
o J L 4 - HUS26 1- PLY HGR
0
A IS 11 - HHUS46 FLR HGR
O 1-THA422 STRAP HGR
O
MID - FLORIDA LUMBER ACQUISITIONS
BARTOW, FLORIDA
TRUSS LOADING CONDITIONS
ROOF TRUSSES I FLOOR TRUSSES
TIP CHORD LIVE- 200 1 TOP CHOW L1UE• 400
TOP CHORD DERD 10.0 T CHIitO DEAD 100
THIS TRUSS SYSTEM HIS BEEN DESIGNED WITH LORDS GEKR 31EO BY 140 MPH
WINDS USING V 2 PSF TOP CHORD GERO LORD FIND 30 1`51' BOTTOM QQtD
GERD LORD 0 MILES FROM HfRWCR4E OCERHLIE. CRT II ElP B VISCE 7.101
1986 - B (Park Square Homes
EQl ImRESS
TRAY CLG. OPT M301-
TTibeca - B
gm wart avcac srrn•.• a
P 19866-T muDUL my "' m
N/A 64-17 Bmax
Revision 19 IEGE E City of Sanford
Response to Comments Building & Fire Prevention Division
JAN 1 foil Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 17-2314 Submittal Date 1 /25/18
Project Address: 3782 Saltmarsh Loop (Wyndham Preserve lot 13)
Contact: Michelle Parkison
Ph: 407-529-3135 Fax:
Email: mparkisonfpa,,_ rksquarehomes.comXt
o Trades encompassed in revision: General description of revision
Building Changes as specified on Monta Consu ng Letter
attached.
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building f;E: 'Z•%- • Ids
Monta Consulting & Design
of WMR and Associates, LLC
North Pointe II Phone (407) 681-1917
1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177
Lake Mary, FL 32746 montaconsulting.com
Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management
Residential Design and BIM Modeling for Homebuilders
Park Square Homes
Wyndham Preserve— Lot 13(1986 Tribeca, Elv'B')
Plan Revision: Truss Revision
RESPONSE:
Updated structural plans with revised trusses and update engineering as needed
All the changes have been clouded and notated with delta #3.
Revised Sheets: SC, S5B
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RECORD COPY
RE: P198613-T - Park Sq Hm/Tribeca-1986-B MiTek USA, Inc.
Site Information:
66i904 Parke East Blvd.
Customer Info: PARK SQUARE HOMES Project Name: P1986B-T Model: TRIBECXmq%Sti 3g6/111
Lot/Block: 13 Subdivision: WYNDHAM PRESERVE
H
Address: 3782 SALTMARSH LOOP
City: SANFORD State: FLORIDA
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 [All Heighll Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 40 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003 section 5 of the Florida Board of Professional Engineers Rules.
No. JSeal# ITruss Name I Date INo. I Seal# Truss Name Date
1 IT12876717 JAI 1/4/18 112 IT12876728 C1 1/4/18
2 IT12876718 IA2 1/4/18 113 IT12876729 C2 1/4/18
3 IT12876719 IA3 1/4/18 14 IT12876730 C3 1
4 IT12876720 1A3T 1/4/18 115 IT12876731 CA 1/4/18
5 IT12876721 IA4 1/4/18 116 IT12876732 JCJ3 1/4/18
6 IT12876722 1A4T 1/4/18 117 IT12876733 CJ3T 1/4/18
17 I T12876723 IA5 11/4/18 118 I T12876734 I CJ5 11/4/18 I
18 IT128767241A6T 11/4/18 119 IT12876735ICJ5T 11/4/18 I
19 IT12876725 181 11/4/18 120 I T12876736 I D1 11/4/18 I
110 IT12876726 182 11/4/18 121 I T12876737 I D2 11/4/18 I
i11 IT12876727 1133 11 /4118 122 I T12876738 I D3 11/4/18 I
EVISION
nVA
This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. QSPAa16
Printed copies of this document are not considered signed and sealed and the signature must be verified on
electronic copies
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verity applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
017-2314
Q7—
cc
STATE OF 4U
January 4,2018
Lee, Julius 1 of 2
RE: P198613-T -Park Sq Hm/Tribeca-1986-B
Site Information:
Customer Info: PARK SQUARE HOMES Project Name: P198613-T Model: TRIBECA 1986 - B / TRAY
Lot/Block: 13 Subdivision: WYNDHAM PRESERVE
Address: 3782 SALTMARSH LOOP
City: SANFORD State: FLORIDA
14
INo. ISeaW ITruss Na I Date
23 IT12876739 I F1 1/4/18
124 IT12876740 I F1A 11/4/18 I
125 IT12876741 I FIB 1114/18 I
26 IT12876742 IFIC 1/4/18
27 IT12876743 I F2 1114/18 I
128 IT12876744 I F3 11/4/18 I
29 IT12876745 JF3A 1/4/18
130 IT12876746 I F5 11/4/18
131 IT12876747 I F5A 11/4118 I
132 IT12876748 I F6 11/4/18 I
133 IT12876749 I FT2 11/4/18 I
134
351f
IT12876750
TI-2876751
I J5
IR
11/4/18 I
1/4/18
A- ' i g676.752 XT 11/4/18
37. 128T,6_75T3 KJ5 1/4/18
38' 71287,67i54 ! 7 11/4/18
39 T12876755 ' KJ7T 11/4/18
40 IT12876756 I MG1 1/4/18
2 of 2
Job True SsType Oty Py Park Sq HMrribece-1986BT12876717 1C:u
1
P1966B-T Al MMON 4 1 Job
Referencei a Mid -
Ronda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:35 2018 Page 1 I0:
3zzrES595gHBgKdROwR6OYzkwee-OTVUSIJxoUEmHELYdWGHPRIGZAY9WG0 HUyidM 7311
144.0 I 21-4.5 + 28-0.0 29-6-0I1-
0-0 7311 735 7-0-5 7311 1-0-0Scale =
1:50.0 4x4 =
4x4 =
DO
12 3x4 =
4x4 = 30 = 041 = q
9.
E-13 19.11 29-M I II9-8-13 9.2-5 I 941-13 Plate
Offsets (X.Y- 12,0-2-0.Edael.13:0.3-0.0.3.41. (5.0.3-0.0.3-41.16,0-2-0.Edael LOADING (
psf) SPACING- 2-0-0CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.31 6-10 >999 240 MT20 2441190 TCOL
10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.56 6-10 >610 180 SCLL
0.0 ' Rep Stress Inv YES WB 0.25 Horz(TL) 0.08 6 nla nla SCOL
10.0Code FBC20141TPI2007 Matrix -MS Weight. 13l lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 335 cc purlins. BOT
CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/sae) 2=12071044, 6=120710 4-0Max
Harz 2=155(1.0 6) Max
Uplift 2=315(LC 8). 6-315(LC 8) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=19301486, 3-4=16961482, 4-5=1696/482, 5-6=1930/486 BOT
CHORD 2-10=33511704, 8-10-12711109. 6-8=335/1651 WEBS 4-8
1531697, 5-8=414/223, 4-10=1531697. 3-10=4141223 NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.0psf; h=25ft; 8=45ft. L=29ft, eave=4ft; Cat. II, Exp B;
End., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip OOL=1.60 3) This truss
has been designed for a 10.0 psf bottom chord livebad nonconcurrent with any other We 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-" tall by 2-0.0 wide willrd between
the bottom chord and any other members, with SCOL = 10.Opsf. 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=315, 6=
315. Printed copies of
this document are not considered signed
and sealed and the signature must
be verified on any electronic copies
0 WARMNG • Veriy,
design paromafers and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE WF747J rev. 1404341015 BEFORE USE Design vabd for
use only with lirreitm connecors. This designis basedonly upon parameters shown, and is for an nidmdual budding component, no a truss synem.
Before use, the budding designer must verify, Ore appWbWty, of design parameters and properly incorporate lids design into the overall building design Bracing
udreated is to provers budding of milmdual truss web and/or Nord members only. Additional temporary and permanent bracing is always required
for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabr"e n,
storage. delivery. erection and braang oftrasse7and truss systems, seeANSVIPf1 Duality Criteria, 05649 and SCSI Building Component 6904 Panful East Blvd. Safely Information available
from Truss PlateImadule. 216N Lea Street, Suite 312, Alexandria. VA 22314. Tampa, Fl. 36610
Job Truss Oy Ply Pant Sq Htr Tnbera1986-BT12876718TnissypeP1986B-T A2 2 1
wuo-r10110a Lumoer, MIZOW, kL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 12:39:38 2018 Page 1
1-0-0' 6-94 6.2-12
i
2$0 i 62.12 69.4
Scale = 150.0
4xB =
40
4 5
1j 19 to 9
316 = t.5x4 II 30 = 3x4 = t.5x4 II 3x6 =
3x9
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/den Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ven(LL) -0.09 12-13 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Ven(TL) -0.26 12-13 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 7 nla n/a
BCDL 10.0 Code FBC2014/TP12007 Matnx-MS Weight: 152 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/sae) 2=1207/0.4.0, 7=1207/0.4-0
Max Horz 2=142(LC 7)
Max Uplift 2-315(LC 8), 7=315(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2000/475, 3.4=1443/398, 4-5=1215/394, 5-6=1445/398, 67-1999/475
BOT CHORD 2-13=330/1716, 12-13=330/1716, 10-12=151/1214, 9.10=330/1715, 7-9=33011715
WEBS 3-13=01260, 3.12=584/206, 4-12=72/370, 5.10=73/372, 6-10=5831205, 69=0/258
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft; L=2911; eave=oft; Cat.
11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (O=lb)
2=315, 7=315.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARMNG - Veriy design Parameters and READ NOTES ON TMS AND INCLUDED alTEX REFERENCE PAGE M04472 rsv, iiuo"015 BEFORE USE
Designvalidforuse only, with MTek® connectors. This designis basedonlyupon parameters shorn, andisfor an individualtniWup Component, not isatruss "am. Before use, the budding designer mull vent' tine applicability of design parameters and properly blCalpblate this design into the overlie
budding design Bracing indicated is to preventbucklingofindividual trusswebandror Chord membersonly. Additionaltemporay andpemunem Waringrsahvaysrequiredfor5111" and to prevent collapse with possible personal injury and pmpey damage. For general guidance regarding thefabrication, storage, delivery. erection andbracing ofuuases and truss systems, see ANSVTPII Duality Ci terla, DSB-89 and BCSI Building Component 6904 Parke East Bald. Safely Information available from Truss Plata Institute. 21B N. LeeStreet. Suite 312, Meundna. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oy Part Sq HrtVfribeca-19II&BIPly T12876719
P19868-T A3 HIP 1 1
Job Reference tontionall
Mid -Florida Lumber. Bartow, FL.
1-0-0' &S64 5-2-12
06 MT20HS =
4 20
8,130 S Sep 15 2017 Wilk Industries, InG Unu Jan 4 12:JV:JV ZOIa rage 1
5.2-12 5-9-4
Scale = 1.50 0
13 R 10 e
3x4 1x4 II 30 = 30 3x8MT20HS = Ix4 II 3z4 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 12 >999 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.52 Vert(rL) -0.25 10.12 >999 180 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WS 0.31 Horz(rL) 0.09 7 n/a nla
BCOL 10.0 Code FSC2014rrPI2007 Matrix -MS Weight: 146 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 cc purins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing.
WEBS 20 SP No.3 WEBS 1 Row at midpt 4-10
REACTIONS. (lb/size) 2=1207/0.44, 7=1207/0-4-0
Max Horz 2=121(1.0 6)
Max Uplift 2=315(LC 8), 7=315(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=20361486, 3-4=16091428, 4-5=1384/416, 5-6=16091427, 6-7=20361486
BOT CHORD 2-13=348/1756, 12-13=348/1756, 10.12=207/1383, 9.10=348/1756, 7-9=348/1756
WEBS 3.12=4391162, 4-12=43/399, 5.10=-42/399, 6.10=439/162
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vut1=140mph (3-second gust) Vasd=tOSmph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; 8=45Q; L=29R, eave=4ft; Cat.
II, Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=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 w8hstanding 100 lb uplift at joint(s) except ()t=1b)
2=315, 7=315.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARNING - Vady design paramafrs and READ NOTES ON TM AND INCLUDED MREK REFERENCE PAGE MM747$ ray. 1641=15 BEFORE USE.
Design vakd for use only with MRak® connectors. This design is based only upon parameters shown, and isfor an individual building component, not
a was system. Before use. the budding designer must verify the appbabdiry ofdesign parameters and property Incorporate this design seethe overall
budding design Brsong indicated isto prevars budding of indnsdual truss web andlof chord members ordy Additional temporary and permanent tracing
is always required for su ig ty orbitto provers colapse with pos able personal injury red property damage. For general guidance regarding the Is
is, - -son. storage. ddrvery. erection and bracing oftrusses and truss systems, see ANSVM1 Quality Criteria, D5649 and SCSI Building Component 490' Parke EastBid
Safety Information available from Truss Plate Insidine. 216 N Lee Sweet. Suds 312, Alexandria, VA 22314. Tampa, FL 36610
Job Tluss toss Type Oy Ply Park Sq Hm/Tribeca 1986 B
T12876720
P19868-T A3T SPECIAL 1 1
bona
Mid-Fionba Lumber, INmow, FL. 8.130 s Sep 15 2017 PATek Industries, Inc. Thu Jan 4 12:39,40 2010 Page 1
ID:3zzr£5595gHBgKdROwR6OYzkwe"RINVMN3dOt7u27JLAL2c2_SbSLvENDugYwlyzzyklH
2.7-10 12412 1718-0 22-1012231$42r8_i3.
4 125-2-12 & 1-0.0 Scale - 149.
9 4x8 = 600
t2
1.5x4 II 4x8 = 4 S
256 3x4 = 1.
Sx4
II 3x10 = 1x4 II 30 = LOADING (psf)
TCLL 20.
0 TCDL 10.
0 BCLL 0.
0 ' BCDL 10.
0 SPACING- 240.
0 Plate Grip
DOL 1.25 Lumber DOL
1.25 Rep Stress
Inrr YES Code FBC2014/
TPI2007 CSI. TC
0.
79 BC 0.
74 WB 0.
47 Matrix -MS
DEFL. in (
loc) Well Ud Veri(LL) -
0.16 15-20 >999 240 Vert(TL) -
0.41 15-20 >835 180 Horz(TL)
0.24 8 n/a n/a PLATES GRIP
MT20 244/
190 Weight: 191
lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puffins. 1-3
2x6 SP No. t BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD
2x4 SP No.2 'Except' 2-13
2x6 SP No.1, 5.12: 2x4 SP No.3 WEBS 2x4
SP No.3 OTHERS 2x6
SP No.1 LBR SCAB
1-3 2x6 SP No.1 one side REACTIONS. (Ib/
size) 1=1170/0.4-0, 8=1194/0-a-0 MaxHorz
1=120(LC 6) Max Uplift
1=265(LC 8), 8=312(LC 8) FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-2=515/156, 2-3=26381608, 3.4=1868/470, 4-5=1701/470, 5-6=1703/472, 6-7=
1570/420, 7-0=2002/478 BOT CHORD
2-15"5412410, 14-15=452/2389, 13.14=237/1623, 10-11=342/1726, 8-10=342/1726 WEBS 3.
14=-888/248, 414=-92/492, 4-13=65268, 11-13=18811245, 6-13=891552, 7-11=
4531165. 3-15=27/353 NOTES- 1)
Attached
748-13 scab Ito 3, front face(s) 2x6 SP No.t with 2 row(s) of 10d (0.131'xr) nails spaced 9' o.c.except starling at 2-11-7 from end
at joint 3, nail 2 row(s) at 2' o.c. for 2-11-3. 2) Unbalanced
roof live loads have been considered for this design. 3) Wind:
ASCE 7-10: Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; 8=4511; L=29fl; eave=4ft, Cat. II; Exp
B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 4) Provide
adequate drainage to prevent water ponding. 5) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This
truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit
between the bottom chord and any other members. 7) Bearing
at joint(s) 1 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 100 lb uplift at joint(s) except (jt=lb) 1=265,
8=312. Printed copies
of this document are not considered
signed and sealed and the signature
must be verified on any electronic
copies WARNING - Verily
dedpn pairamstant and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE MLL7472 rev. td*=OtS BEFORE USE. Design valid
for use only with MRe m rAnneCors. This design is based only upon parameters shown, and is for an individual budding component, not a truss
system. Before use, the building designer must verify the sppbcabday of design parameters and propedy incorporate this design into the overall budding design.
Bracing indicated is to prevent buckling of indmduat truss web and%or Chordmembers only. Additional temporary and permanent bracingis arways
required for stability and to prevent cMapse with possible personal injury, and progeny damage. For general guidance regarding the fabrication. storage. delivery. erearon and bracing of trusses and truss systems. see ANSVTPh Oualhy Criteria. OSS49 and BCSI Building Component 6904 Parke fast Blvd. Safety InformationavadablefromTrussbateInsioure. 21b N. Lee Street. Suite312. AlexarWno. VA 22314. Tamps, FL 36610
Job Truss fuss Type Oy Park Sa HMrribeca1986B
IPly T12876721
P19868-T A4 HIP 1 1
job Reference li al
Mid-Flonda Lumber, Bartow, FL.
y
4-94
4x8 MT20HS =
a.13U s .Sep 15 zoiI M1tex indusUtes. inn. 1 nu Jan 4 12.311 42 201a rage 1
5.4-0 5441 4-2-12 4-S-4
1x4 II 4x6MT20HS =
Sale = 1.50.0
13 - 11 10
3x4 = 3x4 = 3x4 = 4x4 =
04 = 3xB MT20HS =
9
4
O.fLr i 19.94] I 28-&0 1V9r
smu 54-0 54-0 9-0-0
Plate Offsets (X.YE- 12:0.2-0.Edoel, f4.0.5-4.0.2-01. I6 0.5-4.0.2-01.18:0.2-0.Edeel
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Ildeft L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.35 Veri(LL) 0.12 13-16 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 SC 0.77 Veri(rL) 0.34 13-16 > 999 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(rL) 0.09 8 nla nla
BCOL 10.0 Code FBC2014/rP12007 Matrix -MS Weight 145 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purims.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3.13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/sae) 2=120711-4-0, 8=1207/0-a0
Max Harz 2=101(LC 6)
Max Uplift 2=315(LC 8), 8=315(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=20291531, 3-4=1756/456, 4-5=1779/510, 5.6=1779/510, 6.7=17561456,
7-8=2029/531
80T CHORD 2-13=398/1763, 11-13= 260/1524, 10.11=260/1524, 8-10=398/1767
WEBS 3-13=-2831157, 4-13=25/347, 4-11=98/424, 5-11-3631147, 6-11-981424. 6-10=251347, 7-
10-2831157NOTES- 1) Unbalanced roof live loads have
been
considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (
3-second gust) Vasd=108mph, TCOL=4.2psf; SCDL=3.Opsf; h=25ft; B=45ft. L=291t; eave=4ft; Cat. II; Exp 8; Encl.. GCpi=0.18;
MWFRS (directional); 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 bads. 6) ' This truss has been designed for
a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will rd between the bottomchord and
any other members. 7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (f<=lb) 2=315, 8=315. Printed copies of
this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies 0 WARNING - verity, design
parametan and READ
NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1140-7473 rev. 101I14015 BEFORE USE Design vabd for use orgy With Mrtek®
connectors This desgnis basedardy upon parameters shown. andisforanvidrvidual budding compartm noatruss system. Beforeuse, thebudding
designer must very the applKsblley of design parameters and property incorporate this design end the ovensbuilding design. Brearg edrated is to proven
taidding of hndmdual truss webandlor cord members ardy. Additional temporary and permanent bracing is always required for stabWry, and to
prevent eeaapw with possible personal miury and property damage For general gudance regarding the IN fabncallen. storage, delivery, erection and bndng of
trusses and truss systems, seeANSVIPl1 QualityCriteria, OSS41 and SCSI Building Component 6904 Parka East end. Safety information avadabk from Truu Plate Institute,
216N. Lee SUM. Suite312. Alexandria, VA22314• Tampa, FL 36610
Job Truss Type ply Py Pafk Sq HrtJTribeea 1986 BITfuss T12876722
P1986B-T A4T SPECIAL 1 1
ReferenceJobo 'o I
Mi0-Y10Uoa LOO1oer, tsanOW, rL.
2-3-4 34-6 3-4.6 3-8-12
SIM MT20HS =
1.Sx4 II
26 4 5
a.13u s Sep I ZUII MI I ex Industries. IDQ I n0 Jan 4 1Z:39.43 ZOI3 Page 1
3-5.10 3.5.10 4.2.12 4-9-4
30 = 4x8 MT20HS =
6 27 7
Scale = 1.49 9
2x4 11 1x4 tr 14 13 12 11
4x12 - 1.Sx4 II 44 = 30 = tx4 II 30 =
LOADING (psq SPACING- 2-0.0 CST. DEFL. in (roc) Ildell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.16 15-16 >999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(n.) -0.42 15-16 >823 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.24 9 nla n/a
BCDL 10.0 Code FBC2014/TPI2007 Matnx-MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD
14: 2x6 SP No.1
BOT CHORD 2x4 SP No.2 "Except' BOT CHORD
2-15: 2x6 SP No.1, 5.14: 2x4 SP No.3
WEBS 2x4 SP No.3'Except*
18-19: 2x4 SP No.2
OTHERS 2x6 SP No.t
LBR SCAB 1.4 2x6 SP No.1 one side
REACTIONS. (Iblsize) 1=1169/0.4-0, 9=1195/0.4-0
Max Horz 1=100(LC 6)
Max Uplift 1=266(LC 8). 9=-312(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2 =5151156, 2-3=2969/681, 3.4=2187/529, 4-5=21941567, 5-6-21801564, 6.7-
16891475, 7-8-17141446, B-9=2027/483 BOT CHORD
2-17=541/2767, 16-17=541/2767, 15-16=318/1915, 12-13-25011487, 11-12=355/1755, 9.11 =
35511755 WEBS 4-
16=931536. 4-15=97/456. 13-15=284/1623, 6-15=128n10, 6-13=72S/177, 7-13=-
81/413, 7-12= 41284, B-12=325/122, 3-17=27/28D, 3-16=970/251 PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 199
ID FT = 20% Structural wood
sheathing direly applied or 3-9-13 oc puffins, except end
verticals. Rigid ceiling
directly applied or 9-10-15 oe bracing. NOTES- 1)
Attached
10-2-10 scab 1 to 4, from face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.1311113) nails spaced 9" o.e.except : starting at 1-8.6 from end
at joint 1, nail 2 row(s) at 2" o.c. for 2-11-3. 2) Unbalanced
roof titre loads have been considered for this design. 3) Wind:
ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp
B, End , GCpi=0.18. MWFRS (directional); 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 noneoncurrent with any other live loads. 7) ' This
truss has been designed for a lire bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24).0 wide will fit
between the bottom chord and any other members. 8) Bearing
at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface. 9) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 0=1b) Printed Copies Of this document are 1=266, 9=312' not considered signed and sealed and the signature
must be verified on any electronic
copies WARMING - VetVy
deslgn psna lags and READ NOTES ON TM AND INCLUDED AVIEN REFERENCE PAGE a0FT473 rev. /04 WDIS BEFORE USE. Design vale
lot use only with MTek* connectors. This design is based only upon paremelent shown, and is for an individual building component, no a truss
system Before use, the buildup designer must vanry the appkabdey of design parameters and property inwtponte this design into the overt budding design.
Bracing indicated isto preventbueWup of individual trussweb aid/or &into members only. Additional temporary and permanent bracing is always
required for stabddy and to prevent COMpse With possible personal intury and properly damage. For general guidance regarding the Is tablkatem, storage,
delivery, stamen and bracing oftrusses andtruss systems, ace ANSVIPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety InformationavadaDlefromTrussPlataIncome. 218 N. Lee Street. Sucre 312. Alexandria. VA 22314. Tamps, FL 36610
Job Truss Truss Type oy Py Park Sq Hm/rribeca/9868
T12876723
P19869-T AS NIP 1 1
b f
Mid -Florida Lumber, Bartow, FL. $A30 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 12:39:45 2018
3.9-4 3.2-12 4-10.1 4-11-13 4-10.1 3-2-12 3-9.4 '1-0.0 '
Side = 1:50.0
5x5 =
3x4 = 1.50 II 5x5 =
4 520 21 22 6 2324 25 7
2 PF"PF
N-Aoo;- F777q-- 6L ikkor VAA d
eti
9
10 ,
15 14 13 26 27 12 28 29 11 ,
a
Axe 30 = GxB MT20HS = 4x8 = 30 = Axe
4x6 =
1 7-0-0 1 11-10.1 17-0-0 4-10.1
18 315
1-11-13 1 21-0-0 29R1)
4-10.1 7-0-0
Plate Offsets (X.Y- 12:0-1-5.0-0-31.f4:0.2-8.0.241.17:0.2-8.0.241.r9-0.1-10.0461
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Uden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.25 /2-14 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.62 12-14 >553 180 MT20HS 1871143
BCLL 0.0 ' Rep Stress Ina NO WB 0.82 Horz(TL) 0.14 9 n/a n/a
SCOL 10.0 Code FBC2014frPI2007 Matrix -MS Weight: 169 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purling.
4-7: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing.
BOT CHORD 2x6 SP No.1
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=1981/0-4 1, 9=2210/0-441
Max Hotz 2=81(LC 6)
Max Uplift 2=556(LC 8), 9=-W(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=396011090, 3-4=376811037, 4-5=5021 /1444, 5-6-501911473, 6.7=5019/1473,
7-8=428711246, 8.9=-4477/1294 BOT CHORD 2-
15=908/3521, 14-15=806I3318, 12-14=1301/5021, 11-12=992/3779, 9-11=108913980
WEBS 4-15=
521286, 4-14=61612161, 5-14=4191200. 6.12=576/298, 7-12=4/6/1571. 7-11=84/
620 NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=29ft: eave=4ft; Cat. II; Exp B;
End., GCpi=0.18, MWFRS (directional), 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 Irve 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-&0 tall by 2 0 wide will fit between
the bottom chord and any other members. 7) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except 04b) 2=556, 9=
648. 8) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated bad(s) 105 lb down and 106 Ill up at 13.74. 105
Ill down and 106 lb up at 15-7-4. 109 lb down and 106 lb up at 17-7-4, and 112 lb down and 106 lb up at 19.7-4, and 187 lb down
and 207 Ill up at 2141-0 on top chord, and 776 lb down and 219 Ill up at 12-9-8, 66 Ill down at 13-7-4, 66 lb down at 15.7-4,
66 Ill down at 17-7-4, 66 lb down at 19.7-4. and 66 lb down at 21-74, and 268 Ill down and 100 lb up at 21. 1-0 on bottom chord. The design/
selection of such connection device(s) is the responsibility of others. 9) In the
LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S)
Standard Printed copies of this document are 1) Dead + Roof
Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 not considered signed and sealed and Uniform Loads (pIQ
the signature must be verified on Vert 1-4=
40. 4-7=-60, 7-10=60. 2-9=20 any electronic copies O WARNING - Varfly
deslgn persmarers WW READ NOTES ON TM AND INCLUDED WTEK REFERENCE PAGE II010-7473 rsv. /aOMIS BEFORE USE. Design vabd for
use only wish MTekdP Cormectors. This desert is based only upon parameters shown, and is lar an individual budding component, not a Cross "am
Before use. the budding designer must verify the applicability of design parameters andproperty incorporate this design into the averse buildup desgn. Bracing
indicated is to prevent budding of bntimitual truss webartdbr Chord members only Addmonal temporary and permanent brearg is always required
tar stabWty and to prevers Collapse with possible personal injury and property damage. Far general gukianre regardap the in fabrication. storage, delivery,
erection and br tang of trusses and truss systems, we ANSVrPl1 Quality Criteria, 03649 and BCSI Building Component 6904 Pane East Blvd. Safety briomlatlon evadablehemTrussPlateInswula, 216 N. Lee Street. Suite 312. Alcundrta, VA 22314. Tampa, FL 36610
Job Truss Thus Type Oy Paris Sq Hm/TribeCe-1986-BIply T12876723
P1986B-T A5 HIP 1 1
Job Reference t
Mid-Flonda Lumber, Bartow, FL. 8.13D s Sep 15 2017 MTek Industries, Inc Thu Jan 4 12.39.45 2018 Pape 2
ID:3zzr£5595gHBgKdROwR60Yzkwee-506GY4RCSZVH_q?GBbtDJ5nygTG9vY?dppeWdAzyldC
LOAD CASES) Standard
Concentrated Loads (Ib)
Vert: 7=140(F) 13=778(F) 11=309(F=41) 21=97(F) 22=97(F) 24=97(F) 25=97(F) 26=-41(F) 27=41(F) 28=41(F) 29=41(F)
QWARMMG • Verify design parsmerers artd READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE dBFT173 m. I MYlOIS BEFORE USE.
Design valid for use onlywith MTek® connerdors. This design is based only upon parameters shown, and is for an hldmdusl building component, not
abusssystem. Before use, the budding designer mustverity the applicability of designparameen and property kr&gW tothis design idothe overs0
budding design. Bracing indicated Is to prevent buckh of 1110M4ual true web and/or chord members any. Additional temporary and permanent bracing
isalways required In su iday and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery. erection and bracing attruues andtruss systems, see ANSVMI Quality Criteria, DSB29and BCSI Building Component 89W Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA22314. Tampa, FL 36610
Job Truss Truss Type Dry Park Sq Hm/rribeca-1986S1ply T12076724
P19868-T A6T SPECIAL 1
do a
Mid•Fbr1da Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 12.39:46 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee.ZagemOSgOsd8czaTiRSSrJE9yteCe_3m2TN49czykIB
1 2-31 1 5 0 0 1 7 0-0 10 0 2 12-8,12 17-2-6 21-0 0 I 21.10.12 1 28
2-3-1 2 12 2OD 3.0.2 2-0-10 'a 1-510 3.2-12 Y9-1
Sx6 = 20 II 01 = Iz1 =
6 00 1112 4 29 5 30 6 31 32 7 33
54 =
34 a
Scads a 1:49.9
20 II 1.bx4 n 13 - 14 a 19
630 - 2.4 II 014 = 3x4 = 1.5x4 II 3x4 =
11 500 1 7-00 1 1002 1 12 17.2! 1 2190 1 24f012 I 2fiEO 1
2-3.4 itj 2-0-0 3 2 2b10 4-5.10 4.5.10 3.2-12 3-&4
Plate Offsets (X.Y- 12:0-2-O.Edael.(4:0.5.4.0.2-121.18:0.2-4.0.2-121.(10,0.0-12.Edael.116:0.6-4.0-3.121
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) UdeO Ud
TCLL 20.0 Plate Grip OOL 1.25 TC 0.67 Vert(LL) 0.21 16 999 240
TCDL 10.0 Lumber OOL 1.25 BC 0.81 Vert(rl.) 0.53 16-17 644 180
BCLL 0.0 ' Rep Stress Inca NO WB 0.84 Horz(rL) 0.28 10 n/a Me
BCDL 10.0 Code FBC2014RPI2007 Matnx-MS
PLATES GRIP
MT20 2441190
Weight: 397 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied or 5.9-6 oc puffins,
4-8: 2x6 SP No.2.8-11: 2x4 SP No.2 exceptend verticals.
BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10 0oc bracing.
2-16: 2x6 SP No. 1. 6-15: 2x4 SP No.3
WEBS 20 SP No.3 *Except*
20-21: 2x4 SP No.2
OTHERS 2x6 SP OSS
LBR SCAB 1-4 2x6 SP DSS one side
REACTIONS. (lb/sae) 1=2215/0-4-0, 10=2170/0-40
Max Hors 1=79(LC 6)
Max Uplift 1=652(LC 8), 10=659(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=983/329, 2-3=6797/2045, 3-4=572211766, 4-5=6345/1953, 5.6= 6345/1953.
6-7=7026/2162, 7-8=-4681/1469, 8-9=395011216. 9-10=399311182
BOT CHORD 2-19=1818/6343, 18-19=1818/6343, 17-18=1483/5191, 16-17=203917092, 6-16=01354. 14-15=
114/447, 13.14=973/3537, 12-13=982/3499, 10.12=98213499 WEBS 4-
18=-434/1405, 4-17= "8/1515. 14-16=125714384, 7-16=80212660, 7-14=18951"1, 6-14=
450/1492, 8-13=63/522, 9-13=253/169, 6.17=1001/293, 3-19=151/609, 3.18=
14661427 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 at0.9-0 oc, 2x4 - 1 row at 0.9-0 oc. Webs connected
as follows 2x4 - 1 row at 0.94 oc. 2) All
loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections
have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Spectal
connection required between scab 1 to 4 back face(s) and truss. 4) Unbalanced
roof live loads have been considered for this design. 5) Wind:
ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=29ft; eave=oft; Cat. II; Exp
S; End., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide
adequate drainageto prevent water ponding. 7) This
truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. Printed Copies Of this document are 8) ' This
truss has been designed for a live bad of 20.Opsf on the bottom cord in all areas where a rectangle 3.6-0 tallby 2-0-0 wide not considered signed and sealed and will rutbetweenthebottomchordandanyothermembers. the signature must be verified on 9) Bearingatjoint(s) 1 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface. any electronic Copies 10) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except @=1b) 0 WARNING -
Verify design peremare s end READ NOTES ON THIS AND INCLUDED MFMK REFERENCE PAGE W;-7473 rev. 10/63MIS BEFORE USE. Design void
foruseonly, withMfTekSconnedors This design 4basedonly upon parameters shorn. and is for an individual budding component, not truss system.
Before use, the budding deaipner must vent' the appbpbddy of design parametersand properly Incorporate this design ado the overa6 building design.
Braang indicated rs to prevent buciding of individual truss web andlor chord members ordy Additional temporary and permanent bracing is Marys
rerluiredfor stabdrly and to prevero collapse with posable personal injury and property damage. For general guidance regarding the fabncalaln, storage.
debvery. ereWon and bracing of trussesand trusssystems, we ANSVM1 Duality Crherla. DSB419and SCSI BuildingComponent 6904Parke East Blvd. Safety Informatbn
avadabkfrom Truss Plate Institute. 216 N. Lee Street, Sucre 312. Alexandra, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oy Palk Sit Ht11/Tdbeea 1986 B1ply T12876724
P1986B-T A6T SPECIAL 1 2 Job Referencer a
Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 NTek Industries, Inc. Thu Jan 4 12:39.46 2018 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-ZagemOSgDsdBczaTiiRSSrJE9yieCe_3m2TN49aykl B
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lbdown and 90 lb up at 7-0-0. 26 lb up at 940-12, 26 lb up at
11-0-12. 97 lb down and 106 lb up at 13 12. 97 lb down and 106 lb up at 14-4-0, 97 lbdown and 106 Ib up at 15.7-4, 97 lbdown and 106 Ib up at 17-7.4, and 97 Ib down and
106 lb up at19.7-4, and 189 lb down and 205 lb up at 21-" on top chord, and 502 lb down and 231 lb up at 7-0.0, 180 lb down and 76 lb up at 940-12, 180 Ib down
and 76 Ib up at 11.0.12, 66 lb down at 12-10-8. 66 lb down at 144-0. 66 lb down at 15.7.4.66 lb down at 17-7-4, and 66 Ib down at 19.7-4, and 327 lb down and 97
Ib up at 21-74 on bottom chord. The design/seledion of such connection device(s) is the responsibility of others. LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (
plq Vein: 1-
23=42, 4-23= 60, 4-8=-60, 8-11=-60, 16-22=20, 15.25=20 Concentrated Loads (
lb) Vem: 4=
1(F) 8 =142(F) 6=97(F) 18=502(1`) 16=41(F) 13=327(F) 31=97(F) 32=97(F) 33=97(F) 34=97(F) 35=180(F) 36=180(1`) 37=41(F) 38=41(1`) 39=41(
F) 40=-41(F) O WARNING -
Verily deslpn parameters and READ NOTES ON THIS AND INCLUDED NREK REFERENCE PAGE sW67472 rev. IMMOIS BEFORE USE Design valid
for use only with MTeidb connectors. This design Is based only upon parameters sham, and is for an momoual building componers, not a truss
system. Boom use, the WOOD designer must venfy the appbrabdny of design parameters and property Incorporate this design ado the overaD buildup design.
Braong Indicated is to pavers buckling of undmdual twu web wWor @hold members only. Additional temporary and permanem bnarirng is abvays
required for stability and to prevem collapse with possible personal injury and property damage. For general guidance regarding the , hDnratnn, storage,
deWery, erection and bracing oftrussesandtruss systems, seeANSVTP11 CluaIMy Criteria, DSB-B! and BCSI Building Component 6904 Padre East Blvd. Safety InformationMilabkfromTrussPlateInstitute. 218 N Lee Street, Sues 312. Akxandna, VA 22314. Tampa, FL 36610
Job Truss runs Type Ply Park Sit Hmfrribeca-1986-8Icily T12876725
P19868-T Bl SPECIAL 1 2 job Reference i
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:48 2018 Page 1
10:3zzrESSSSgHBgKdROwR6OYzkwee-VznPAST4kUtsrHkrpsUwxkJS3hLw6uV3VnsAEVzykl9
33-0 I 6 3 8 9$11 I 12-5-10 15.7-9 I 18.11-4
r 3J 0 3 0 B 3-0 3 31-15 3.1-15 3.111
Scale = 1 32.9
L5x4 II
3x6 = 34 = 04 II 6x10 MT20HS = 2x4 I I 7x12 = 4x4 11
7-9tm138.14I3-F0I -03 I 3-15 315 11 Plate
Offsets (X.Y1l - 14:0.312.0.3-01.19:Edae.0.3-81. N 2,0-5-0.0.5-01.114:0.3.8.0.1.81 LOADING (
psq SPACING- 2-0.0 CSI. DEFL. in (loc) Uden Ud PLATES GRIP TCLL
20.0 Plate Grip OOL 1.00 TC 0.88 Vert(LL) 0.29 12 >776 360 MT20 2441190 TCDL
10.0 Lumber OOL 1.00 BC 0.66 Vert(TL) -0.71 12 >317 240 MT20HS 1671143 BCLL
0.0 ' Rep Stress Inu NO WB 0.84 Horz(TL) 0.07 9 Na rile BCDL
10.0 Code FBC20141TPI2007 Matrix -MS Weight: 218 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc pudins, 4-
8 20 SP No.1 except end verticals. BOT
CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS
20 SP No.3 *Except' 4-
12,&12,6-10.8-10: 2x4 SP No.2 REACTIONS. (
lb/size) 1=186510-4-0, 9=2496/0.7-4 Max
Hoyt 1=191(LC 8) Max
Uplift 1-497(LC 5). 9=774(1.0 5) Max
Grav 1-2062(LC 13), 9=2878(LC 13) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=39831994. 4-5 =1254213415, 5-6 =1254213415, 6-7=712911921, 7.8=712911921. 8.
9=2499/687 BOT
CHORD 1-14=998/3595, 13-14 =2865110458, 12-13=3104111294. 11-12=3270112085, 10-
11=3270/12085, 9-10 =1561573 WEBS
2-14=-654/2498, 5.12=861/272, 6-11=67/375, 7-10= 872/270, 4-12=32611315. 6-
12 =1981470. 6-10=5178/1410. 8-10=1844/6851, 4-14=7229/1966, 24=3500/943 NOTES-
1)
2-ply truss to be connected together with 10d (0.1317t3') nails as follows: Top
chordsconnected as follows: 20 - 1 row at0.7-0 oc, Bottom
chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, Webs
connected as follows: 20 - 1 row at0.9-0oc. 2)
All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)
Unbalanced roof live loads have been considered for this design. 4)
Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; 8=45ft; L=24ft; eave=oft; Cat. 11;
Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5)
Provide adequate drainage to prevent water pending. 6)
All plates are MT20 plates unless otherwise indicated. 7)
This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 9)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=1b) Printed copies of this document are 1.
497, 9=774. not considered signed and sealed and 10) Girder carries tie-in span(s). 5-0-0 from6-3-8 to 18-11-4 thi
nature must be verified on esignature11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) . The design/selection of such connection device(
s) is the responsibility of others. any electronic copies O WARNING -
Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NO.7473 rev. 1dA MIS BEFORE USE Design valid
for use only withMTekm connectors. This design is based only upon parameters Vow. and is for onirWrvidual budding component. not a truss
system. Before use. the budding designer must verily the spplssbWty of design parameters and property mcorporate this design and the overall budding design.
Bracing indicated is to prevent budding of indrvldual truss web andlor chord members only. Adddanal temporary and permanent brsong is sWe"
requiredfor stabWry and to provers Collapse with posarble personal equry and property damage For general gurdancie regarding the Iatlr"son,
storage. dei very. eredron and braong of trusses andtruss systems, weANSVrPl1 Quality Criteria, 0$649 and BC51 Building Component 6904 Parke East Blvd. Safety InformationavailablefromTrussRaeInstitute, 216 N. Leestreet. Suite312. Alexandria, VA 22314 Tamps, FL 36610
JobJob Truss Truss Type Oy Py Park Sq Hm/Tnbeea 19868
T12876725
T B1 SPECIAL 1 2
Mrd-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 12:39:48 2018 Pape 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-VznPA6T4kUtsrHkrysUwidcJS3hLw6uV3VnsAE Vzykl9
LOAD CASE(S) Standard
1) Dead . Root Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-60, 4-8=M, 9-1S -20
Concentrated Loads (lb)
Vert: 4-429
0 WARNING • Varfry das4ri paramarers and READ NOTES ON TM AND INCLUDED AUTEK REFERENCE PAGE 111110,7472tay. 100113/201S BEFORE USE. Design
valid for use only withMrTek$ connectors This designu based only upon parameter shorn, and is for an individual bidding component, not a
was system. Before use, the budding designer must verity the appkr bray of design permerar and properly mcmPorme this design Into the over0 budding
design. Bracing indicated it to Prevent buildup of Individualmuss web and/or chordmembers only. Additional temporary and permanent bracing Is
always re4nted for stability and to prover collapse with possible personal injury and property damage For generl guidance regardng the fabnColon,
storage, deWery, erection and bracing Of trusses and trusts systems, sea ANSVTPH Quality Criteria, DSB49 and SCSI Building Component 6904 Pare East Bled. safetyInformationavailablefromTrussPlereInsane, 218 M. Lee Street, Suite 312. Alexandria, VA 22314Tampa, FL 36610
Job Truss Truss Type Ory Ply Park Sq Hfn/Tribeca-1986-8
T12876726
P198613•T 62 SPECIAL 6 1
ReferenceJoboall
Mid -Florida Lumber, Barlow. FL.
3-3-0
8.130 s Sep 15 2017 Mi rek Industries, Inc. Thu Jan 4 12.39:49 2018
3-0.8 2-54 2-7-2 2-4-14 0124 2-5.3 2815
20 II
3
axe MT201`15 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.00
TCOL 10.0 Lumber DOL 1.00
SCLL 0.0 Rep Stress Ina NO
SCOL 10.0 Code FBC2014/TPI2007
LUMBER -
TOP CHORD 20 SP N0.2 'Except'
4-9 20 SP DSS
BOT CHORD 2x6 SP DSS 'Except'
10.12: 2x6 SP No.1
WEBS 2x4 SP No.3'Except*
3-15,4-16,8-10,8-12. 20 SP No.2
REACTIONS. (lb/size) 1=1412/0-4-0, 10=1262/0-74
Max Horz 1=195(LC 8)
Max Uplift 1=278(LC 5), 10=215(LC 5)
Max Grav 1=1634(LC 13),10=1637(LC 13)
5x5 II Ufa = 2x4 11 ex12 MT20HS = 2x4 II
Side = 1:33 0
6xa =
CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TC 0.84 Vert(LL) 0.38 /314 >586 360 MT20 2441190
SC 0.89 Vert(TL) 0.88 13-14 >255 240 MT20HS 1871143
WB 0.92 Horz(TL) 0.10 10 n/a n/a
Matrix-S Weight 109 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1.1-3 oc puffins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-4 Do bracing.
FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2-3173/557, 4-15=-68/263, 4-5=4623/1544, 5-6=4623/1544, 6.7-6041/868,
7-ezz-60381888
BOT CHORD 1-16-401/2806, 15-16=1596/7905, 14-15=1698184/4, 13.14=1290/8067, 12-13 =1290/
8067, 11-12=-487/3527, 10-11=-487/3527 WEBS 2-16=
393/2132. 4-16 =5399/1053, 2-4=2750/558, 5.14=298/38, 7-12=313138, 4-14=228/
528, 6.14=-3031682, 6.12=21581428, 8.10=-3566/494, 8.12= 431/2700 NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind ASCE
7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=4511; L=24ft; eave=oft; Cat. II; Exp B;
End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL-1.60 3) Provide adequate
drainage to prevent water pending. 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 100 lb uplift at joint(s) except (It=1b) 1=278. 10=
215. 8) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s)
is the responsibility of others. 9) In the
LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S)
Standard 1) Dead . Roof
Live (balanced)- Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf)
Vert. 1-3=%
4-9=90, 1-10=20 Printed copies of
this document are not considered signed
and sealed and the signature must
be verified on any electronic copies
0 WARNING - Verily
design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 60167477 nv. 144=015 BEFORE USE. Design vabd for
use only, withMRek® connedon This design is based only upon parameters atavm. and is for on individual building component, not a tnm system.
Before use. the buildup designer must may the applicability, or design parameters and properly incorporate this design ado the overd building design Bracing
indicated is to prevent buciding of individual truss web and/or Chard members only Additional temporary and permanent bracing is sways requaed
forstability, and to prevent collapse with possiblepersonal uqury and propertydamage For general guidance regardagthe fabrication, storage, delivery,
erection and bracing of passes and truss system, see ANSVTPII Quality Criteria, 05649 and SCSI Building Component 6904 Ponta Earl Blvd. Safety ddomu ton
available from Truss plate Imagine, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Park Sq Hmrrnbeea-1986•8jPly T12876726
P1986B•T 82 SPECIAL 6 1
n net
Mid -Florida Lumber, Bartow, FL. B.13O s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:49 2018 Pape 2
ID 32xrE5595gHBgKdROwR6OYzkwee-z9LnORU1Yn?1TRJ2NZ?9TjadS4eYrKPDkRckmfaykl8
LOAD CASE(S) Standard
Concentrated Loads (to)
Vert 4=34518=460(B)
0 WARMING • Vvffy daslgn parameters and READ NOTES ON TIOS AND INCLUDED WMK REFERENCE PAGE 61111,7473 rare. 10031"13 BEFORE USE.
Design valid for use ony, won MiTekm wrineuors. This design is based only upon parameters shorn. and is for an rndhr4ual budding Component, not i
a trusssystem. Before use, the budding designermust verily the applicability of designparameters and property incorporatethis design ciao theovert
budding design. Braung rndrrated is to prevent budding of noroual tons web wWor Nord membersonly. Additional temporary andpermanent bracing
is always required for stability and to prevent CoMpae with possible personal injury and property damage. For general guidance regarding the
aWiCatan, storage, delNery, ereciron and bracing of trusses andtruss "am. ANSVM1 Dualby Crftena, DSB49 and SCSI Sullding Component 6904 Parke East BNd. SafetyInton nation available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610
Job Truss TypeOy PlyPark Sq Hn rribece-1S86.8T128767271:173P19861iTB3 1 1
Mid-Flonda Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:51 2018 Page 1
10:3zzrES595gHBgKdROwR6OYzkwee-wYTXp7Nh1 PFRIITOU_2dYMx2?uPIJOCWCl5n gzykl6
I -100 I S-0-0 I 9$0 I I t' i 19-4-0 i 1-0-0 5.0-0 4-6-0 4-8-0 5.0.0
Scale = 1:34.8
axe =
17 18
1.50 II
19 4 20 21 22
4x8 =
30 =
1.5x4 II SxB = 1.5x4 II 30 —
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Inv NO
Cade FBC2014n-PI2007
REACTIONS. (lb/size) 2=1174/0-8-0, 6=117410-B-0
Max Horz 2=58(LC 6)
Max Uplift 2=340(LC 8), 6=340(LC 8)
CSI. DEFL. in loc) Well Ud PLATES GRIP
TC 0.46 Vert(LL) -0.08 9 >999 240 MT20 2441190
BC 0.56 Vert(TL) -0.21 9.10 >999 180
WB 0.27 Harz(TL) 0.06 6 We n/a
Matrix -MS Weight: 87 lb FT = 20%
BRACING -
TOP CHORD Structural woad sheathing direly applied or 3-5-11 oc puffins.
BOT CHORD Rigid ceiling directly applied or 9.1-10 oc bracing.
FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1991/535, 3-4=2308/673, 4-5=2308/673, 5-6-19911535
BOT CHORD 2-10=-421/1718, 9.10=418/1727, 8-9=415/1727, 6-8=4/8/1718
WEBS 3-10=01282, 3-9=2191697. 4-9=-475/253, 5-9=2191697, 5-8ro/282
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, 8=45ft; L=24ft; eave=oft; Cat.
11; Exp S; End., GCpt--0.18, MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate drainageto 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 chard in all areas where a rectangle 3-" tall by 2-0-0 wide
will f6 between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (It=1b)
2=340,6=340.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170lb down and 181 lb up at
5-0.0, 93 lb down and 77 lbup at 7-0-12, 93 lb down and 77 lbup at 9.0.12. 93 lb down and 77 lb up at 10.34, and 93 lb down
and 77 lb up at 12-3-4, and 170 lb down and 181 lb up at 14-4-0 on top chord, and 86 lb down at 5-0-0, 36 lb down at 7-0-12, 36 lb
down at 9-0-12, 36 lb down at 10-3-4, and 36-lb down at 12-3-4. and 86 lb doom at 14-3-4 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 (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (ptf)
Vert: 1-3=60, 3-5=60, 5-7=60, 11-14 =20
Concentrated Loads (lb)
Vert: 3=123(F) 5=123(F) 10=-64(F) 8=-64(F) 17-51(F) 19=51(F) 20=51(F) 22=51(F) 23=26(F) 24=26(F) 25=26(F)
26=26(F)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARNING • V ffydesign paamefers end READ ROTES ON TM AND INCLUDED AFTEK REFERENCE PAGE aCNLT473 rev. 16013411015 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based any upon parameters shown, and is for an individual bu dufg componaM not
atruss system. Before use, the budding designer must verily the applicability ofdesign parameters and properly incorporate this design imo the overall
budding design Bracing kdreated is toItrevenl budding of individual (fuss weband/or chard membersonly. Additionaltemporary and permanentbracing
is *ways required for stattluty and to prawn! COMPx with possible perwnal alloy and pfapefry "TWga. For general guidance regarding the N!
fabrication. storage. delivery. erection and bracing of trusses and truss systems. we ANSVWl1 Quality Criteria, OSS419 and BCSIBuilding Component 6904 Parke EastBlvd. Safety Information available from Truss Plate Institute. 216 N Lee Street. Suite 312. Alexandria, VA 22314, Tampa, FL 36610
Job TIUSS Truss Type Oly Ply Park Sq Hm/Tribeca-1986-B
T12876728
P1986B-T C1 COMMON 4 t
t
Mid -Fonda Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:52 2018 Page 1
ID.3zzrf5595gHBgKdROwR6OYzkwee-Ok1%OTXboINIKu2d2iZs5aTFNloz2u510PgONGzyk15
t-0-0 6.441 12-" 13-0.0
1-0-0 6.441, 6J-0
Scale = 1:24.4
414 =
30 = 1.5x4 II
314 =
6-" 6.4-0
LOADING (psq SPACING- 2.00 CSI. DEFL. in loc) I/de0 Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) -0.02 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Ven(TL) -0.07 6-12 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.10 HOrz(TL) 0.01 4 We We
BCDL 10.0 Code FBC2014frPI2007 Matrix -MS Weight: 48 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0.0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=567/0.4-0, 4=567/0-4-0
Max Horz 2=70(LC 7)
Max Uplift 2=163(LC 8), 4=163(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - AU forces 250 (lb) or less except when shown.
TOP CHORD 2-3=613/135. 3-4=613/735
BOT CHORD 2.6=26/475. "-26/475
WEBS 3-0=0/253
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vosd=IOBmph; TCDL=4.2ps1; BCDL=3.Opsf; h=25ft, B=4511; L=2411; eave=4lt; Cat.
II; Exp B; Encl., GCpi=0.1B; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads.
4) 'This truss has been designed for a Iroe load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0wide
well fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joints) except (A=lb)
2=163,4=163.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
A-RMMG - Verily dae/gn paremarent and READ NOTES ON TIDS AND IMCLUDEOWIEK REFERENCE PAGE WF7472 rev. fadQW015 BEFORE USE.
Design valid for use only with L1Tekm connectors. This design is based only upon parameters shown, and is for an individual buildup component, not
e truss system. Before use, Ibe budding designer must venly the applicability of design parameters she properly mompome this design into the overall
Wilding design. anteing indicated is to Wavers bueld, of Indntdual miss web sndlor cinnt member only. AddNonal lemporary and permanent bracing
is serays required for stability and to prevent collapse with pos- pets" injuryand propeny damage. Forgeneral guidance regarding the
hibneah0n, storsge, deWely, edition and Waong of trusses and miss Willem, we ANSVTPII Quality Criteria, DS049 and BCSI Building Component 6904 Parke Eau Blvd. SafetyIntortnatbn avadabx eom Tmu Plate Inhere. 21a N. Lae Streei. Sure312. Axxandna. VA22314. Tampa. FL 36610
Job Truss cityPy ParkSQ HrMribeca-1986-B1=--Type
P19868-T C2 N 3 1
to
Mid-Florida Lumber, Bartow, FL. 11.130 s Sep 15 2017 M7ek Industries, Inc. Thu Jan 4 12.39:53 2018 Page 1
10 3zzrE5595pHBaKdROwR60Y7kwee-sxblEpX020N9y2cpcP45en007i7AnLLoMxvizykl4
tb0 6-4-0 12-6-0
t 0-0 6-" 6-4-0 t
4x4 = Scale V21-1'
aco 12
2
4
30 =
sg?
1.5x4 II
f.4d 1l$0
3x4 =
I 6.4.0 I G-4-0 I
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) 11defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) .0.02 5-8 >999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.34 Vert(rL) -0.07 5.8 >999 180
8CLL 0.0 ' Rep Stress Ina YES WB 0.10 Horz(rL) 0.01 4 nla n/a
BCOL 10.0 Code FBC2014RPI2007 Matrix -MS Weight: 46 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=506IMechanical, 2=56710i-0
Max Harz 2=69(LC 7)
Max Uplift 4=120(LC 8), 2=163(LC 8)
FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 616/137, 34=6151137
80T CHORD 2-5=53/477, 4-5=531477
WEBS 3-5=0/254
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vuk=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf,, h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
II; Exp 8: End., GCpn=0.18, MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord Irve load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (tt=lb)
4=120, 2=163.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
QWARNING • Witty designparameters and READ NOTES ON TM ANDINCLUDED WTEK REFERENCE PAGE M7477 mv. 1663MIS BEFORE USE
Design valid far useonly withMTekli connectors. This design is based only upon parameters shwas. and is for an mErvidual budding component, not
a truss system. Before use. the budding designer must vent' the applrrablbty ofdesign parameters and property incorporate this design wife the owrap
budding design. Bracing indicated is to prevent budding of Utdmdual truss web and/or chord members only Additional temporary and permanent bracing
O always required for inability and to prevent Collapse withpossible personal mjuryand property damage. For general guidance regarding the is
fabrication, storage. delivery, erection and bracing of trusses and truss systems, am ANSVTPII Quality Cnterla, OSS49 and SCM Building Component 6904 Parke EastSMSafetyInformationavailablefromTrussRatelnstaNe. 218 N. LeeStreet, Suite 312. Alexandria. VA22314. Tampa. FL 36010
Job Truss Truss Type Park Sit Hm/Tribeca-1986-B10tyjPly T12876730
P1986B-T C3 HIP 1 1
job R (optional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 4 12:39:54 2018 Page 1
ID:3zzrES595gHBgKdROwR60YZkwee-K79gR9YrKKe7ZCB7A7bKA7ZdZ5UOWofyu)JVR9zykf3
1-0.0 5-0-0 7-8-0 1241-0 13.8.0
1.0.0 S60 2.8-0 S." 1.0-0
Stab' 1r2=T
4x6 =
4x4 =
3x4 = 1.Sx4 II 3x4 =
LOADING (psf) SPACING- 2 0 0 CSI. DEFL.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(rL)
BCLL 0.0 Rep Stress Ina NO WB 0.09 HOrz(TL)
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS
in (loc) Well Lid
0.02 8 >999 240
0.06 8-11 >999 180
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (IWsize) 2=792/0-4-0, 5=792/0-4-0
Max Horz 2-58(LC 6)
Max Uplift 2=234(LC 8), 5-234(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-1167/311, 3-4=992/302. 4-5=1168/310
BOT CHORD 2-8=2031983, 7-8-200/991, 5-7=202/984
0.02 5 n/a We
3x4 =
PLATES GRIP
MT20 2441190
Weight: 54 lb FT = 20%
Structural wood sheathing directly applied or 5-2-10 oc puffins.
Rigid Ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=2511; B=451Y L=241Y eave=OR, Cat.
II; Exp B, End., GCpi=0.18; MWFRS (directional); 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 a8 areas where a rectangle 3-6-0 tall by 24)-0wide
will fit betweenthe bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=234,5=234.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 170lb down and 181 lb up at
5.0-0, and 93 lb down and 77 lb up at 6-", and 170 lb down and 181 lbup at 74-0 on top chord, and 86 lb down at &", and 36
lb down at 6.4-0, and 86 lb down at 7-7.4 on bottom Chord. The design/selection of such connection device(s) is the responsibility
ofothers.
8) In the LOAD CASE(S) section, bads 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=40, 4-6=-60, 9-12=20
Concentrated Loads (lb)
Vert: 3=123(F) 4=123(F) 8=64(F) 7=-04(F) 15=51(F) 16=26(F)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 wARAffma • vanity design paramer. and READ NOTES ON THIS AND INCLUDED WTEX REFERENCE PAGE 10114472 far /DOWD/S BEFORE USE
Designvalidfor use only with MTek® connectors. This designis basedonlyuponparameters shown. and is for an indmduol budding component, not
a truss system. Beforeuse, the budding designer must vent' the applxabibyofdesign parameters and properly mccuWate this designinto the overall
budding design. Bracing indwaled is to prevent Duckling at rndrAdual INse web anWor cifWd memberf only. Additional bemporsry and pemn&nfxa bWOng Offileis &Ways required for subiliy and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the
librkalron, Shortage, delivery. erection end broong of busses and Coss systems, see ANSMI OoathyCMerla, DS019 and SCSI Building Component 8904 Parke EastBWd.
Safely Information available from Truss Plate Insbdrde, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss russ Type Ply Park SQ Hrt fribeca1986-8
JACK 10ty T12876731
P1986BT CJ1 11 1
ReferenceJob
Mid-Flonda Lumber, Barlow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 12.39:54 2018 Page 1
ID:3z2TE5595aHBe1KdROwR6OYtwme-K79gR9YrKKe7ZC87A7bKA7ZgO5YaWp4yuiJVR9zykl3
1d-0 1 1-"
1-0-0 1-0-0
Searle = 1:7.0
2x4 =
i 100It
LOADING (psn SPACING- 2-0-0 CSI. DEFL. in (loc) Uden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 5 > 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(rL) 0.00 5 499 180
BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(rL) 0.00 2 n/a n/a
SCOL 10.0 Code FBC20/41TP12007 Matrix -MP Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
REACTIONS. (lb/sae) 3=10/Mechanical, 2=130/0.44, 4-0lMechanical
Max Harz 2=42(LC 8)
Max Uplift 3=3(LC 5), 2=73(LC 8)
Max Grav 3=11(LC 13), 2=130(LC 1), 4=12(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf., BCDL=3.Opst h=258; 8=4511; L=24n; eave=4ll, Cat.
It: Exp 8: End., GCpi=0.18; MWFRS (directional): 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 &0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
AWARNING - Veftdesign parameters andREAD NOTES ON THIS AND INCLUDED AITTEKREFERENCE PAGE WW4T3 raw. 14WMIS BEFORE USE.
Design valid for use anywith WOW CGnneaors This design is Weed only upon parameters shown, and is for an individual building Component. net
a truss system Before use, the buildup designer must venty the applicability of design parameters and properly lrtoorp irate this design ago the overall
Wilding design Bracing indicated is to prevent budding ofindividual truss web andlor Gard members only. Additional temporary and permanent broong
is always reVuuad for stabddyand to prevent Collapse with possdilepersonal mjury and propetty damage. Forgeneral godance regarding the
fabrication. storage. delivery, ereaian and bracing of trusses and truss systems, see ANSVrPf1 aualtry Crltarla, 05849 and BCSI Building Component G904Parke Fast Blvd.
Safely lrgontnttlon evadable (rain Truss Plate Institute. 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oy Ply Park Sq HmRribeca-1986B1 T12876732IP1986B•T CJ3 JACK 12 1
Job Reference
Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc Thu Jan 4 12.39 55 2018 Page 1
ID 3zzrES595gHBgKdROwR6OYzkwee-oJi2eVZT5dmsBMmBjg674C5g1NFGK56N32_bzykl2
1-0-0 3."
1-0-0 3.0-0
stab 110*
2x4 =
3-0-0
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/19D
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 ISO
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 nla We
BCDL 10.0 Code FSC2014/TPI2007 Matrix -MP Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 340 oc puffins.
SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oe bracing.
REACTIONS. (Iblsize) 3=71/Mechanical, 2=1880", 4=36/Medlanicat
Max Hors 2=74(LC 8)
Max Uplift 3=34(LC 8), 2=66(LC 8)
Max Grav 3=71(LC 1), 2=188(LC 1). 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25f1; B=45R; L=2411; eave=411; Cat.
It. Exp B; End., GCpi=0.18; MWFRS (directional); 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 34-0 tall by 2-0-0wide
will Tn between the bottom chord and any other members.
4) Refer to girder(s) for truss to thus connections.
5) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 1 DO lb uplift at joint(s) 3, 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
AWARNING - Vady dtYlgn psramerers and READ NOTES ON TM AND INCLUDED AWEK REFERENCE PAGE aCF7473 rev. M002 IS BEFORE USE.
Design valid for use only with MiTek® tatheaors This design is based only upon parameters shown, and is for on indm0ual budding componehe not
a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly Incorporate this design imo the ovem
budding design. anteing rndrrated is to prevam buWrngatindrAduM trussweb and/or theremembers only. Addlbonaltemporary and petitioners bracing
is always required for subday and to prevent mhpse with possible personal "and property damage. Forgeneralguslshoeregardmg the
fabrication, storage, delivery. erearmand bracing ofmisses and wassystems, am ANSMI Grusthy Criteria, DS049 and SCSI Building Component 6904 Parke Fast BlvdSafetyInformationavailablefromTrussPietaInsldoe. 218 N. Lee Street. Suns 312. Mexandna, VA 22314 Tampa, FL 36610
Job Truss Truss Type Park Sq Hmrrribeca-1986-Bloty1ply T12876733
P19869-T CJ3T SPECIAL 2 1
Job Reference a
Mid -Florida Lumber. Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:39:56 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYxkwee-GWGOsra6sxulpW LOHYdaFOe7zvC2JaF L1oc1N1 zykll
t-0-0 2.3-4 i3-0-0
1-0-0 2-3-4 i 2
Scab. I-=t'
20 =
LOADING (psQ SPACING- 2-0 O CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12
TCDL 10.a Lumber DOL 1.25 BC 0.17
BCLL 0.0 ' Rep Stress Incr YES WS 0.00
SCOL 10.0 Code FBC2014ITP12007 Matrix -MR
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP N0.2 'Except'
3-6: 2x4 SP No.3
REACTIONS. lb/size) 2=1881044, 5=1/1/Mechanical
Max Harz 2=83(LC 6)
Max uplift 2=64(LC 8), 5=50(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
OEFL. in (loc) Udell Ud PLATES GRIP
Vert(LL) 0.01 6 >999 240 MT20 2441190
Vert(TL) -0.01 6 >999 180
HGrz(TL) 0.01 5 n1a n1a
Weight: 13 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 3 0 oc purlins.
BOT CHORD Rigid ceiling direly applied or 6-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2ps1; BCOL=3.0psf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber OOL=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) Refertogirder(s) for truss totruss connections.
5) Provide mechanical Connection (by others) of truss to bearing plate capable ofwithstanding WO lb uplift at joint(s) 2. 5.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING • verily, daalpn panmafars and READ NOTES ON THIS AND INCLUDED 411TEK REFERENCE PAGE WF747J nv. 16M MIS BEFORE USE.
Design vabd for useonly wlh MTek® connectors This design is based only upon parameters shown. and isfor an individual budding componerd, not
a truss system. Before use, the building designer must verity the applicability ofdesign panlmerers and Property incorporate this design into the overag
building design Bracing indicated is to prevent buciding of mndn4dust truss web anNv Nord members only. Additional temporary and permanent bracing
is always required for subtly and to preventelapsewith possible personal injury and propertydamage Forgeneral guidance regarding the 0
labncaton, storage, delivery, erection andbracingoftrusses and trusssystems, see ANSVrPlI Oualky Criteria, OSBAI6 and BCSI Buading Component 6904 Parke East Blvd
SafetyIntorutlen available from TrussPlateinstitute. 218 N. LeeStreet. Sure 312. Alexandna. VA 22314. Tampa, FL 36610
Job Truss toss Type Oty Park Sq Hm/Tnbeca-1986-B1py T12876734
P19868-T CJS JACK 4 1
o ti a
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc Thu Jan 4 12:39:56 2018 Page 1
ID:3zzrf 5595gHBgKdROwR6OYzkwee-GWGOsroSsm4pW LOHYdoFOexrvBDJaF L1 oeW1 zyld t
1-0-0 5-"
5_"
Scale - 1:17.0
2x4 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (be) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) -0.03 4-7 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(TL) -0.08 4-7 >765 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) 0.00 2 We We
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-041 oc bracing.
REACTIONS. (lb/size) 3=127MIechanical, 2-26404-0, 4=64/Mechanical
Max Horz 2=108(LC 8)
Max Uplift 3=-64(LC 8). 2=73(LC 8)
Max Grev 3=127(LC 1). 2=264(LC 1), 4=91(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=2511; 8=45tt; L=2411: eave=4tt; Cat.
11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1 60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0tall by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Vartry, daslgn paramarea end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE WO-703 ray. 10WR013 BEFORE USE
Designvalidfor useonlywith Wee* connecors This designis based only upon parameters sham, and is for anrndrodual building wmponem, notatrusssystem. Before use. the buddingdesignermust veritythe appbubday ofdesign parameters andproperlyin FWD this design ono the overt
budding design. among md"ed isto proven: Welding of individual truss web andlor Unord members only. Additional temporary and permanent bracing
is asvays fe"red for etabdny and to prevent Collapse with possible personal injury and property damage For genenu guidance regarding the
fabneatan, storage, delivery, emcuon and braang oftrusses end trdu systems. see ANSVW" Quality Criteria, DS849 and B= BuildingComponent 6904 Parke East Blvd. Safety Information available from Thus Role Insunne, 218 N. Lee Street. Sucre 312. Alexandria. VA 22314. Tampa, FL 38610
Job Truss Truss Type Oty Park Sq Hm/rnbeca1986BIPly T12876735
P1986B•T CJ5T SPECIAL 2 1
i a
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 12:39:57 2018 Page 1
ID.3zzrE5595gHBgKdROwR6OYzkweeddgo3AakdFOaOgwarF81odB5gJWUjAqOahY92Uzyk10
1-0-0 23.4 5-0-0
1-0-0 23-4 24-12
Scale = 1:17.0
2x4 =
23-4 241.12
Plate Offsets (X.Y>— 12:Edoe.0-0-41.13,0.310.0.0-111
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Ildeff Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.44 Vert(LL) -0.04 3 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 SC 0.31 Vert(rL) -0.10 3 >577 180
BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(TL) 0.06 5 n/a n/a
BCOL 10.0 Code FBC2014frP12007 Matrix -MR Weight: 191b FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puritns.
BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling direly applied or 6.0-0 oc bracing.
3.6: 20 SP No.3
REACTIONS. (Ib/size) 4=114/Mechanical, 2=264/0.4-0, 5=78/Mechanicel
Max Hors 2=108(LC 8)
Max Uplift 4-51(LC 8), 2=73(LC 8). 5=12(LC 8)
Max Grdv, 4=114(LC 1), 2=264(LC 1), 5=86(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opst; h=25H; 8=45f1; L=24R; eave=4rt; Cat.
II; Exp B; End.. GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 psr 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
willfit between the bottom chord and any other members.
4) Refer to girder(s) for truss totruss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, S.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING • Verify design parameters end READ NOTES ON TM AND INCLUDED AMK REFERENCE PAGE W?473 rev. 160=15 BEFORE USE
Design valid for use onlywith MRekS connectors Thisdesign alased onlyupon parametersshown, and isfor an indradual budding component not
a truss system. Before use, the building designer must very the appleabtlay of design parameters and properly incorporate this design ado the events
budding design. Breang indKeted is io prevent budding of individual truss web and/or Nord members only. Adddianal temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal kqury and property damage. For general guidance regarding the No
labir"ton. storage. delivery. eredron and luadng oftrusses and trusssystems, see ANSVIPtt GuaVly Criteria, DS829 and SCSI BuildingComponent 6904 Perke East Blvd. SafetyInformation available from Truss late InsuNe. 216 N. LeeStreet. Suite 312, Alexandria, VA22314. Tampa, FL 36610
Job Truss Truss Type Oy Ply Park Sq Hm/Tnbera1986-81 Tt2876736IP198BB-T Dt COMMON 4
Job Reference lootionall
Mid -Flo ida Lumber, Bartow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 12 39 58 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee-CuOSHV&MOYOR2pVmPygGLrjlrytTScgXpLHibwzykl9
1.0.12 4.11.4 9-11
1-0-12 4.11.4 5-0-0
4x4 = Seale - 130 9
1.Sx4 II
4-t1J
3x$ — 1.5.4 II
0.tt.4I4-tt 5.0.0 I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Ven(LL) -0.01 5-6 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Ven(TL) -0.03 5-0 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 We We
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 60 III FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc punins,
BOT CHORD 2x4 SPNo.2 except end venicels.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (Iblsize) 7=463/0.7-4, 5=381/0-"
Max Hors 7=11O(LC 6)
Max Uplift 7=134(LC 8), 5=101(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=320/104, 3-4=317/100, 2-7=-420/146, 4-5=338/112
NOTES-
1) Unbalanced roof live loads have been consideredfor this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft; B=45tt; L=24ft; eave=4f1; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom Chord Irve load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide
will fit between the bottom chord and any other members.
5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb)
7=134, 5=101.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 WARMING • Verily, design Parameters and READ NOTES ON THIS AND INCLUDED wTEx REFERENCE PAGE 111I1,7473 nite. lMMIS BEFORE USE.
Design valid for use onlywon MiTelibconnectors. Thisdesignis based only uponparameters sham, and isto anmemCuss btdidng canponem, no
awas system. Before use, the buiMmg deagner must venty, the spitkab0sy ofdesign parameters and properly incorporate this design rmothe overall
budding deagn Blidrlg rndrtiled is to prevent but" of IndMOuat VUU web and/or Word members only. AddNona temporary and pem1a11Mt bradng
isalways required for MWW andtopreventcollapse with possible personal injury and poperydamage. Forgeneral guidance regarding the
fabrxAtion. storage, debvey, erection and bracing ofmisses and Huss "ems. tea ANSUIPN Quality Criteria, DSB49 and BCSI BuildingComponent 6004 Parke Eau Blvd. Safetybdorinalen Available from Truss Plate Inuawe. 218 N Les Street. Suse 312. Ale andna. VA 22314 Tampa, FL 36610
Job Truss uss Type Dry ply Park Sq Hmrrribeca-19868T12876737IcroP19868-T 02 MMON 2 1
job Reference (ontionall
Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 4 12:39.59 2018 Page 1
10.3zzrES595gHBgKdROwR60Yzkwee-hSyZUsc_9sGlgz4zygBVt2GTs6OgB3Oh1?1G7Mzykl_
1-0-0 I 54-0 to." I i1005-0-0 5-04 I
stale a 1:21.9
axis =
6.00 12
2
4
5 Id1
6
LSx4 II
3x4 = 3x4
4$Q
104.0
54W
LOADING (pan SPACING- 2-0-0 CSI. OEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ved(LL) -0.01 6-13 >999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 BC 0.19 Vert(rL) -0.03 6.13 >999 180
BCLL 0.0 Rep Suess Ina YES WB 0.07 Horz(rL) 0.00 4 We We
BCOL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 391b FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc purling.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 cc bracing.
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=46810-4-0, 4=45210-8.0
Max Harz 2=57(LC 6)
Max Uplift 2=204(LC 8), 4=197(LC 8)
Max Grav 2=468(LC 13), 4=454(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown.
TOP CHORD 2-3=4581162, 3-4=4=161
BOT CHORD 2-6=45/352, 4.6=451352
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCOL=3.Opsf; h=25ft; 8=4511; L=24f1; eave=4ft; Cat.
11; Exp B; Part. End.. GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL-1.60 plate grip OOL=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 ofwithstanding 100 lb uplift at joint(s) except (n=1b)
2=204, 4=197.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING • Verify, dealan parameters and READ NOTES ON TM AND INCLUDED WMK REFERENCE PAGE M?473 ray. 14,4M 0fa BEFORE USE.
Design Valid forUse only with IIRe® connectors. This design is based only upon parameters shoam, and is for an iMrvrdual building component. not
a Vass system. Before use. the bid" "net must venly, the gipbcabddyofdesign parameters and propertyincorporate this design into the overall
buildup design. Bracing indicated a to prevent buckling ofindmchord dualtrusswebandlormembers only. Additional temporaryandpermanent bracingis
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrkalran.
storage, de0very. erection and bracingoftrussesandVasssystems, we ANSVrPH Quality CAterla. DSBd9 and SCSIBuilding Component 6904 Feints East Blvd. SalaryMlomutionm0ablehamTrussPlateInstdute, 218 N. Lee Strait. Sude 312. Alexandna. VA 22314. Tamps, FL 36610
Job Tens Truss Type Oy PlyPart, Sq Hm/Tribeea-1986B
T12876738
P1986B-T D3 GABLE 1 1
Mid-Flonda Lumber, Banow, FL. B.130 s Sep 15 2017 Mafelt Industries, Inc. Thu Jan 4 12.40:00 2018 Page 1
ID:3227ES595gHBgKdROwR6OYzkwce-9KtWCdcwAO9H719WNikOGpfL WlywXygGftnpepzykm
1-0-0 5-0-0 10-"
1-0-0 5-" 5-"
Scale = v21.9
4x4 =
1$
6 7 6
30 = 1.50 II 1.Sx4 II 1.50 II 3x4 =
441.0 S."
LOADING (pst) SPACING- 24)-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.22 Ven(LL) 0.00 5 n/r 120 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.01 5 nh 120
BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 14 n/a nla
BCDL 10.0 Code FBC2014/TPI2007 Matnx-MS Weight: 42 lb FT = 2D%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-&0.
lb) - Max Horz 2-57(LC 6)
Max Uplift All uplift 100 lb or less ai joints) 7,6 except 2=175(LC 8), 4=155(1-C 8)
Max Grav All reactions 250 lb or less ai joint(s) 7, 8, 6 except 2=299(LC 13), 4=265(LC 14), 2=294(LC 1).
4=262(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live toads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf,, h=25ft; B=45ft; L=24ft, eave=oft; Cat.
II; Exp B; Pan. End., GCpi=0.55; MWFRS (directional); Cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind bads 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 ANSVTPI 1.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 pill bottom chord live load nonconcurrent with any other live bads.
6) 'Thistruss has been designed for a live bad of 20.0psfon the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0wide
will fid between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7.6 except (jt=lb)
2=175, 4=155, 2=175, 4=155.
8) Non Standard bearing condition Review required.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
0 ~NriisG . vary diesion parameters and READ NOTES ON THIS AND INCLUDED afnEK REFERENCE PAGE 111110-7473 rsv. 40MMIS BEFORE USE.
Design valid foruse only with MiTelf1b connectors. Thisdesign is basedoryupon parameters shmm. and is for an ind vidualbidding componem, not
a truss system Before use, the buildup designer mustverily the applicabilityof design parameters and property incorporatethis designinto the overall
b 009 design Bracing indicated is to prevent trucking at individual truss web and/or chord members only Additional temporary and llermanem bracing
is always required for stability and to WWre ca6apse with possible personal injury and property damage For general guidance regarding the ks
IaWicaton, storage, delivery, erection and bracing of trusses and wu systems. see ANSVTPIt Dually Criteria. DS0419 and SCSI Building Component 6904 Parke East Bled
Safety Information available it= Truss P1ale Institute. 218 N. Lee Street. Suite 312. AleiDndns. VA 22314. Tampa. FL 36610
Job Truss Truss Type Ply Park Sq Hmrrnbeca 1906.810ty T12876739
P19868-T F1 ROOF TRUSS 12 1Job Reference (ontionall
two-rlonba Lumber, esenow, M.
0-1-8
HPz!2-1
e.13u s Sep 1 o zu17 Mt I eh inaustnes. In0. tnu Jan 4 12 40 02 201 a Pagel
ID 3zzrE5595gHBgKdROwR6OYzkwee-5fdh6uesRnetXRpYeokCVhuzbK2uOEM7izFwlhzykHx
3 e ae
tale = 1 48.6
lx3 = lx3 =
6x6 = 3x6 FP = 3x6 FP = 6%6 =
11A = 64 = 5x6 II axe II 4XS II 54 II 6x6 = 1x3 =
1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17
33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
6x8 = 6x6 = 6x6 = 3x8 MT18HS FP = 4x6 I) 6x6 = 6x6 = 6xB =
11.50 SP = 3xB MT16HS FP =
4x6 II 1.50 SP =
LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.72 25 >466 360 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 8C 1.00 Veft(rL) -1.13 25 >298 240 MT18HS 2441190
BCLL 0.0 Rep Stress Incr YES WS 0.88 Horz(rL) 0.13 18 n/a n/a
BCDL 5.0 Code FBC2014rrP12007 Matrix-S Weight: 225 lb FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 20 SP No.2(flat) 'Except' except end verticals.
23-33.18-28: 2x4 SP No. I(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS 20 SP No.3(flat)
REACTIONS. (lb/sae) 33=1244/0•8-0, 18=12441041-0
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-33=1230/0, 17-18=123010, 1-2=138710, 2-3=3713/0, 34=5579M, 4-5=557910,
5-6=668210, 6-8=766010, 8.9=7943/0, 9-10=7943/0, 10-12=766610, 12-13=-U80/0,
13.14=557910, 14-15=-W7910, 1516=371310, 16-17=138710
BOT CHORD 31-32=0/2680, 30-31 =0/4719, 29-30=016347. 27-29=017390. 26-27=0l1943, 25-26=O17943,
24-25=017910, 22-24=011393.21-22=016346.20-21=0/4719, 19.20=0/2680
WEBS 17-19=0/1844, 1-32=0/1844, 16-19=171110, 2-32 =171110, 16-20=0/1368, 2-31=011368,
15-20-133110, 3-31=133110. 15-21=011115. 3-30=011115, 13.21=994/0, 5.30=99610, 13-22-0/707,
5-29=01708, 12-22=-07810, 6-29 47310, 12-24=0/434, 6.27=151557, 10.24L461/0, 8.
27=6971157, 10-25=389/521 NOTES- 1) Unbalanced floor
live
loads have beenconsidered for this design. 2) All plates are
MT20 plates unless otherwise indicated. 3) All plates are
3x6 MT20 unless otherwise indicated. 4) The Fabrication Tolerance
at joint 28 = 11%, joint 23 = 11% 5) Required 2x6 strongbacks,
on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 6) Due to span
to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection. Building designer to consider providing means to dampen
possible (lour vibration. Printed copies of this
document are not considered signed and
sealed and the signature must be
verified on any electronic copies 0
WARNING • Verily design
parematera and READ NOTES ON THIS AND INCLUDEDWMK REFERENCE PAGE 1110,7473 rev. 1410NQG/S BEFORE USE t iestgn valid for
use onlywithMRekm Connwor$. This designisbased onlyupon parameters shovm, andisfor an mdruidual buddingcomponent, not atruss system. Beforeuse. the budding designer must veiny the appltcabddy of design parameters and properlyincorporate this design ado the overall budding design. Bracing indicated
is to prevent budding of milmdual truss web and/or chord members only. Additional temporary and permanent bracing is strays required for
stability and to prevent cdapsa with possible personal injury and property damage. For general guidance regarding the is labnutton, storage, delivery, erection
and bracing at trusses andtruss systems, see ANSUrg1 Quality Criteria, 05" and BCSI Building Component 6904 Parke East BW Safety Information avadaW fromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oy Park Sq Hm/rribeca-1986-BIPIY T12876740
P1986B-T FIA ROOF TRUSS 5 1
ti a
Mid-Flonde Lumber,
0.1.8
HPAQ-1
33 32
114 II 4x4 =
Bartow, FL.
31
B.130 S Sep 1 b Zu17 MI I ex inciustnes, im 1 nu Jan 4 T2 4U:U3 2015 Paget
ID:3urE5595gHBgKdROwR60Y2kwee-2sB4KEIVC5mk8bNkBWFR2uR3pkP07ilHyd?TF7zykHw
1- PA:Lj!
Sx12 = 314 =
1x3 II 4x8 = Ilia II 34 FP =
3 4 5 6 7 a 9 10 11
30 29 28 27 26 23 24 23 22
3x6 = 3x6 FP = 6x6 II 7x6 = 3,6 =
4XS = Sx5 =
1x3 II
12 13 14
21 20
30 = 3,6 =
15J6
14-1001a12 163.4
12-11-12 1 7.1 1 1.1 266d
12.11-12 0. -8 tea 12-NA
0b00-54 at -a
a4-t2
Plate Offsets (X.Y1— ll:Edoe.0-1-81.17:0-1-8.Edael. 116:0-1.8.Edgel. 124.0-1-8.Edgel. 125 0.3-O.EdoeI
0•
wale - 1.48.6
3x4 =
14 =
1x3 =
15 16
37Z&4 36 d
19 18 17
3x4 = ba II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.D0 TC 0.66 Vert(LL) 0.18 29-30 999 360 MT20 244119D
TCDL 10.0 Lumber DOL 1.D0 BC 0.95 Ven(TL) 0.27 29-30 706 240
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.03 23 n/a n/a
BCDL 5.0 Code FBC2014/TP12D07 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No.2(flat) 'Except'
17-28: 2x4 SP No. I(flat) BOT CHORD
WEBS 2x4 SP No.3(flat) *Except*
9-24: 20 SP No.2(Ilat)
REACTIONS. (lb/size) 33=731/0.8-0, 17=480/0-8-0, 23=1888/0"
Max Grav 33=769(LC 3), 17=570(LC 4), 23=18W(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-33=763/0, 16-17=564/0, 1-2=719/0, 2-3=174010. 3.4=2208/0, 4-5=2208/0,
5-6=202010, 6-7=1308/90, 7-8=324/472, 8-9=324/472, 9-11=011417, 11-12=553/689.
12-13=1157/284, 13-14=1157/284, 14-15=1115151, 15-16-50310BOT CHORD31-
32=011382, 30-31=0/2073, 29.30=0/2213, 27-29=0111827, 25-27=4831324, 24-25=-4721324,
23-24=2157/0, 22-23=197010, 21-22=9361116, 2D-21=468/963, 19.20=144/
1242, 18-19=0/961 WEBS 7-25=
1077/0, 8-24=31410, 9.23=2360/0, 1-32=0/977, 2-32=92310, 2-31=0/498, 3-31=-463/
0, 5-29=32810, 6-29=01322, 6-27=779/0, 7-27=0/1482, 16-18=0/684, 15.18=638/
6, 12-20=01396, 12-21=700/0, 11-21=0/736, 11-22=1087/0, 9-22=0/1121. 9-24=012396
Weight: 156 Ill
FT = 20%F, 11%E Structural wood sheathing
directly applied or 6" oc puffins, except end verticats.
Rigid ceiling directly
applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2) All plates
are 3x3 MT20 unless otherwise Indicated. 3) Recommend 2x6
strongbacks, on edge, spaced at 1040 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do
not erect truss backwards. Printed copies of
this document are not considered signed
and sealed and the signature must
be verified on any electronic copies
O WARNING - Vw
y design parameters andREAD NOTES ON TM AND INCLUDED MITEK REFERENCE PAGE Ma7473 rev. IM3,70/5 BEFORE USE. Design vabd for
use only with MlTelr® connectors This design is based only upon parameters shown, and is for an rndradual budduig componenL not a truss system
Before use, the budding designer must vent' the applicability of design parameters and properly initorporate this design Into the overall budding deign Bracing
indicated is to prevent Wddrng of indnidual truss weband/orchid members only. Addilmaltemporary and permanent bracing is always required
for stabday and to prevent collapse with possible personal mlury and propertydamage. For general guidance regarding theUwe fabrication, siorape, delivery,
erection and bracing of waxes andmiss systems, see ANSVTPIIQuality Criteria, DSB419 and SCSI Building Component 6904 Parts Earn Blvd. Safety Information available
from Truss Pima Insure, 218 N. Lee Street. Suite 312, Alesandna, VA 22314. Tampa, FL 36610
Job Truss Truss Type 0ty Perk Sit HMfr1bece-1986-BIPly T12876741
P19869-T FIB GABLE 1 1
Mid -Florida Lumber, Bartow, FL.
0-ke
il,l I I I
r IV, nor LrO
8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:40:04 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-121SXag7zOubmkyWOnga6zNc7zvsK40BHki nazykHv
0-ke
Side -1:45 8
ZING MT20HS FP =
6 7 a a 10 11 12 13 14 15 18 17 1e
43 42 41 40 39 38 37 36 35 34 33 32 31
3x5 MT20HS FP =
12.11-4 14.3.4 15-7-4
II I I I I,11
411.4' 1.40 IJ-0 1-" ' 1-" ' 1-41-0 ' 1-41-0 1-" 1-01-0 ' 1-3-4 'a-6.6'
04-12
0-1--12 1." '
0.7-5 I.&A
1-4.0 ' 1.40 ' 1-01-0 ' 1." 1-01.0 ' 1.40 ' 1.4-0 ' 1-44 011-4'
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TIC 0.08 Vert(LL) n1a n1a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(rL) n1a n1a 999 MT20HS 1871143
BCLL 0.0 Rep Stress Ina YES WB 0.03 HOrz(TL) 0.00 25 n1a n/a
SCOL 5.0 Code FBC2014rrP12007 Matrix-R Weight: 123 lb FT = 20%F, I I %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 1040 oc bracing.
OTHERS 2x4 SP No.3(flal)
REACTIONS. All bearings 28.6-8.
lb) - Max Grav All reactions 250 lb or less at joints) 48. 25. 36, 37, 39, 40, At, 42, 43, 44. 45, 46. 47, 35. 34.
33, 32. 31, 30. 29, 26. 27. 26
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are MT20 plates unless otherwise indicated.
2) All plates are 1x3 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web).
5) Gable studs spaced at 14-0 oo.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each Wss with 3-10d (0.131" X 3) nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARMING - Volly design panmefers and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MO.7473 rev. 1641MIS BEFORE USE.
Design valid foruse aNy with Mfrek® connectors. This design is based only upon parameters shown. and is foran indmidual budding component. nos
a truss system. Before use. Viabuddingdesigner mual vent' the applicability ofdesign parameters acid property incorporate this designado theoverall
budding design. Bracing indicated istoprevent buciding of iiWrAdual trussweb and/or Nord members only. Additional temporary and permanent breang
ui always required for stability and toprevent collapse withpossible personal injury and property damage. For general guidance regarding the MM
fabrication. storage. delivery. erection and bracing oftrusses and truss systems. we ANSVrP11 Oualby Criteria, 01113-69 and SCSI Building Component 6904 Parke East81ASafetyInformialonavailablefromTrussPlateIntone. 216N. Lee Street. Suite312, Alexa ilm. VA 22314. Tampa, FL 36610
Job Truss Thus Type oy Ply Palk Sq HnJTribeca-1986-B
T12876742
P1986B-T F1C GABLE 1 t ReferenceIJoba
Mid -Florida Lumber, Baftow, FL.
aka
1 2 3 4 5
81
48 47 46 45 44
8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12:40:05 2018 Page 1
ID:3vtE5595gHBgKdROWR6OYzkwee-VEJgMd111dOSOuX&IvAv7JWYMXJ8bnKZOxllajOrykHu
eke
Scale - 145.8
34 FP =
6 7 8 9 10 11 12 13 14 15 to 17 1a
43 42 4/ 40 39 30 37 36 35 34 33 32 31
34 FP =
12-1I-4 14-34 15-7-4
19 20 21 22 23 24
L q21T
51
30 29 28 27 28 25
0-11-4' 1+0 ' 1+0 ' 1-40 ' 1.4.0 ' I-" ' 1+0 1+0 1+0 ' 1-3r '04-8•
04,112
0•1--12 1." • 1." • I." • 1.441 • 1f0 • 1." • 1.40 • 1." • 1." 0-I1•41
P7.8 1-2-4
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a n/a 9" MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) We nla 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 25 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matnx-R Weight: 123lb FT - 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 SP No.2(Oat) except end verticals.
WEBS 2x4 SP No.3(ttat) BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 28.6-8.
lb) - Max Grav AO reactions 250Thor less at joints) 48. 25. 36, 37, 39. 40, 41, 42, 43, 44. 45, 46, 47, 35. 34,
33, 32. 31, 30, 29, 28, 27. 26
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 1x3 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-" oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 oc and fastened to each buss with 3-10d (0.131' X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
AWARNING . Varify design paramefers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,01-7472 rev. 1dOW015 BEFORE USE
Design vabd for use 0nty with MTek® connectors. This design's based only upon paramaen shown, and rsfor an indrWduel building component, not
atruss system. Before use, the bnWmg designer must vent' the applicability ofdesign parameters and properly rnCOrpomt Nis design adothe OveraD
budding design. Bracing indrreted Is to prevent bucidrng of indmilual uuu web WW w chord members o*. AdddwW temporary and permanent bracing
is always regurrsd for stablay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is
fabrication, storage, delivery, erectWn and bracing oftrusses and buss systems, sits ANSVTPI7 Quality Criteria, OSS419 and SCSI Building Component 6204 Parke East BlvdSafetyIrdomulbnavailableIrmTrussPlateInpmne, 218 N Lee Street, Suite 312. Almridna, VA 22314 Tempe, FL 36610
Job Truss Truss Type Oy Park Scl Hm(rribece.1N6.8IIPty T12876743
P1986B-T F2 ROOF TRUSS 1 1
Job Reference factional)
Mid -Florida Lumber, Bartow, FL.
0.1-8
H —I
30 =
1X3 =
1
t
8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 12:40:07 2018 Page 1
ID:32zrE5595aHBgKdROvA60YLWme-SdRaAbi7GJG9dChVOLKNCkbgXLmk3bUstFzhOvzykHs
1 P:12 I +air
3x5 =
3x4 = tx3 II 3x6 FP = 1x3 II 1x3 =
35 2 36 3 37 4 5 8 7 a 9 10 36 11 1239 13 40 +4 41 15
32 31 30 29 26 27 26 25 24 23 22 21 20 19 /8 17 16
04 = 3x4 = 14 II 3x8 FP = 14 II
1601,1I 4.0-0I 68-01 11.7.12 5.
1-12 2
F12691-4-8 614 9.4-12 2•&
0 I 246A I 27.0.8 126$E S•1.12 2.6-0 +$-0 Plate
Offsets (X.YI- 14:0-1-S.Edael LOADING (
psf) SPACING- 1-41 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.93 Vert(ILL) 0.12 28.29 876 360 MT20 2441190 TCDL
10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) 0.18 28.29 596 240 BCLL
0.0 Rep Stress Incr NO WB 0.44 Horz(fL) 0.02 16 file nla BCDL
5.0 Code FBC2014(rP12007 Matrix-S Weight: 149 Ile FT = 20%F, 1196E LUMBER-
BRACING - TOP
CHORD 20 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing direly applied or 6-" oc purlins, 9-
15, 20 SP No. 1(flat) except end verticals. BOT
CHORD 2x4 SP No. tD(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6." oc bracing. 16-
25: 20 SP No.2(flat) WEBS
2x4 SP No.3(flal) *Except* 1-
32,15.16: 20 SP No.2(flat) REACTIONS.
All bearings 12-10-0 except (jt=length) 32=0.7-4, 16=0.7-4. lb) -
Max Upldt All uplift 100 lb or less at joint(s) 22,21 Max
Grav All reactions 250 lb or less at joints) 23, 24, 22 except 32=718(LC 3), 16=542(LC 7), 26=298(LC 3). 27=
353(LC 3), 21=342(LC 3). 19-951(LC 4), 20=714(LC 7) FORCES. (
Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-32=71610, 15-16-53910• 1-2-71110, 2-3=148110. 3-4=134610, 4-5=834/0. 5.
6=-834/0, 10-11=0/302, 11-12=01370. 12-13=01370, 13-14= 68610, 14-15=498/0 BOT
CHORD 30.31 =011332, 29.30=011635, 28.29=01834. 27-28=01834, 26.27=01475, 20.21=37010, 19.20 =37010.18-
19=01426,17-18=01932 WEBS 1-31=01916,
2-31=864/0. 6-26=478/0, 3-29=-402/0, 6.27=0/488, 4-29=01696, 4-28=-406/0.
5-27=352/0, 15-17=01639, 14-17=-W3/0, 14-18=35210. 10.21=43010, 13-16=01371, 13.
19=106010. 11-20-71610 NOTES- 1) Unbalanced floor
live
bads have been considered for this design. 2) All plates are
3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 21. 4) Recommend 2x6 strongbacks,
on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131- X 37 nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means. 5) CAUTION, Do not
erect truss backwards. 6) Hanger(s) or
other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ile down at 2-1-0, 203 lb down at 4-1-
0. 118 lb down at 6-1-0, 329 lb down at 19.3-0, 329 lb down at 20-5-8. 329 lb down at 22-5-8, and 329 lb down at 24-5-8, and
329 lb down at 26-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD
CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard
1) Dead r Floor
Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pff) Vert.
16.32-7.
1-15-67 Concentrated Loads (Ib) Vert:
11 =190(F)
35=118(F) 36=118(F) 37=118(F) 38 =190(F) 39=190(F) 40=190(F) 41=190(F) 0 WARNING - Verify dealgn
parameters and READ NOTES ON THIS AND INCLUDED WIWK REFERENCE PAGE aaF74711rsv. 10003Q01S BEFORE USE. Design valid for use only
withMRek® wnnaaors. Thisdesigna based aYy upon parameters ah . andIsfor an individual building component, not a truss system. Before use.
thebudding designer must terry the applicability of design parameters and propedy rncorporste this design into the overd budding design. Bracing indicated is
toprevent buddingofrndrxedualtruss web andfor chardmembers onty. Adddanal temporary and permanentbracing is ahrrays required for slaNq
and to prevent eosspse With possible personal ayury and property damage. For general guidance regarding the fabrication. storage. dekvery, erection and
bracing of trusses and truss "am. saeANSVrPl1 Quality Cetterla, OSS-af and BCSI Building Component Safety Information avadable from Truss
Plate Instdme. 216 N. Lee Street. Suds 312. Alexandria, VA 22314. Printed copies of this document
are not considered signed and sealed
and the signature must be verified
on any electronic copies Ii 6904
Parke East Blvd
Tamps. FL 36610
Job Tluss loss Type Oy Park Sq Htn/Tribece•198r-B1py T12876744
P1986B-T F3 ROOF TRUSS 3 1
nuu-n0n0a Lumber, ttanow, rL. 0.130s Sep 1D 2017 Mil ex Inoustnes, Ina Thu Jan 4 1240:07 201E Pagel
ID:3nkE 5595gHBgKdROwR6OYzkwee-SdReADi?GJG9dChVOLKNCkbieLzl3gCstFzhOvzykHs
00 14O t•30 3"a —
1 3116 = 2 tx3 II 3 tx3 II 4
Stale = 1:9.4
B
3x3 II
3x3 =
7 6
3x3 =
5
3x3 II
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) Iiden Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Veff(LL) 0.00 6 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Veff(TL) 0.01 6 999 240
BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 5 n/a We
BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight: 25 lb FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oe puffins,
BOT CHORD 2x4 SP No.2(flat) except end venieals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 8=122/Mechaniral, 5=122/Mechanicel
FORCES. (lb) - Max. Comp./Max. Ten. - A8 forces 250 (lb) or less except when shown.
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 1044 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.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
AwARNINO • verfy daslpn paremuers and READ NOTES ON THIS AMD INCLUDED W1`EK REFERENCE PAGE M74?3 ray. 1001*61S BEFORE USE.
Design valid for use only with MiTehm Connecions This design is baud only upon parameters shown, and IS for an ntdrwdual buildup component, not
a truss system. Before use, the budding designer must vaty, the appbudUy of design parameters and property rneorporste this design into the overall
buildup design. Bracingird"ad is to prevent bucklingof rndrodual trussweb and/or chord membent only. Additional temporary and pemnnem bracing
is ahvays required for stability and to prevent collapse web possible personal nlury and property damage. For general guidance regarding thefabrtcatron, storage, delivery, erection and bracingofmuses and trusssystems, see ANSUIPII Quality Crderla, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstaNe, 218 N. LeeSuety. Suite 312. Alexandria, VA 22314. Tamps, FL Mato
Job Truss Truss Type Oty Park Sq Hm/rribeca-1986-B113ty T12876745
P1986B-T F3A GABLE 1 1
Job Reference lootionall
Mid-Flonda Lumber. Benow. FL.
I 3x3 II
a.1:1u s 5ep a zO1 / Mt i ettindustries. rnc, i nu .fan 4 u 4u:Vo .eu1a rage 1 10:
3zzrE5595gHBgKdROwR60Yzkwee-wp7zN4dldOOFMGh 3rdy83E8Cpo8106uiEwlzykHr 2
1x3 II 3 14 If 4 3x3 II Scale =
1:9.4 B
7 B 5 3x3
11 14 11 Ix3 II 3x3 II a1f
8 a4a k1l O-4A 21 LOADING (
psf) SPACING- 1-4.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL
40.0 Plate Grip OOL 1.00 TC 0.04 Vert(LL) n/a n/a 999 MT20 2441190 TCOL
10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 5 n/a n/a SCOL
5.0 Code FBC20141TPI2007 Matrix-R Weight: 20Ib FT = 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purling, BOT
CHORD 2x4 SP No.2(flat) except end verticals. WEBS
20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS
2x4 SP No.3(flet) REACTIONS.
All bearings 3-7-0. lb) -
Max Grav All reactions 250 Ili or less at joint(s) 8, 5, 6, 7 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES-
1)
Gable requires continuous bottom chord bearing. 2)
Truss to be July sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)
Gable studs spaced at 1-441 oc. 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. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies 0
wARMNG • verity design parameters and READ NOrEs ON MIS AND INCLUDED aa7EK REFERENCE PAGE 11101-7473 rev. 1400Rd1S BEFORE USE. Design
vabd for use only w6rMiche wnneam. This design its based only upon parameters shown. and is for anindMdual building compenee6 not a
truss system. Before use. the budding designer must verity the appbrabdmy of design ammeters and properly uKarporate this das gn into the overall budding
design. Braang intimated is to prevent - - I I g of individual truss web andlor dad members only. Additional temporary and permanent broong its
shusys required for stability and to prevent collapse with posabid personal injury and propertydamage. For general guidance regarding the laboutron.
storage. delivery. erection and broongoftrussesand truss syeems. we ANSIRPII Gustily Crltaris, OSS49 and SCSI Building Component 6904 Parke East BNdSafety
Information avadable hom Truss Plate Institute. 216 N. Lee Street. Suite 312. Ale andea, VA 22314, Tama FL 36640
Job Truss Tntss Type Oy Park Sq Hm/Tribera1986 BIPly T12876746
P1986B-T FS ROOF TRUSS 5 1
Job Refe
MidFlonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 12 40.09 2018 Page 1
ID:3zzrES595gHBgKdROwR6OYzkwee-OOZLDHkFox%dW uYmMrH9hCUBfJXaA9KYSoSnzykHq
0-10.0 1-0-0 1-3-0 316 =
1 3x6 = 2 tx3 II 3 1x3 II 4
Seale - 1:9.4
3x3 II 3x3 II
3-10.0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vell(LL) 0.01 6 999 360 MT20 244119D
TCDL 10.0 Lumber DOL 1.00 BC 0.12 Ven(TL) 0.01 6 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(rL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 26 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc puffins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 8=19710.4-0, 5=197/Mechaniral
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
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-" oc and fastened to each truss with 3.10d (0.131X 3) nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. Printed
copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies 0
WARNING - Vivify daslgn paramatem and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 01167472 rev, fa03l2OfS BEFORE USE. Design
valid for use only with Walt® contractors. This design is based only upon parameters shorn, and is for an indnndual buildup component, not a
trusssystem. Before use, the budding designer must venly the applicability of designparameters and prop" incorporate this design axo the overall budding
design. Bracing indicated is to provers budding of Larlmdual truss Web andior Nord members Only Addaronat temporary and pemunem bracing is
always requlmd for stabilay and to prevent collapse with possible injury andinjuandpopery, damage. For genend guidance regardingthe IN febneatnon, alorage,
delivery. erection and bracing of trussesanttruss systems, see ANSUMI Quality CAterla, DS049 and BCSI Building Component 6904 Peru East Blvd Safety Informationave!" from Truss Plate Institute. 21a N. Lee Street. Suite 312. Montrone. VA 22314 Tampa. FL 36610
Job Truss Truss Type pry Park Sq Hm/rribece-198" jPly T12876747
P19868-T F5A GABLE 1 1
f
Mid-FlOnda Lumber, Bartow, FL.
1 3x3 II 2 tx3 II
8.130 s Sep 15 2017 MiTek Industries, Inc Thu Jan 4 12:40:09 2018 Page 1
ID•3zzrE5595gHBgKdROwR6OYzkwee-OOZLbHkFoxXBWruYmMrH9hEe8g7XbN9KYSoSnzykHq
3 Ira II 4 3x3 II
Scale =19 4
a 7 a 5
3x3 11 1.3 11
IN 1
1.3 11 3x3 II
1.21 1 12$ D-M 0.3.8 1.441
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Uden Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCOL 10.0 Lumber OOL 1.00 Bc 0.01 Vert(TL) n/a - n/a 999
SCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(rL) 0.00 5 n/a n/a
SCOL 5.0 Code FBC20141TP12007 Matnx-R Weight: 21 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc pudins,
BOT CHORD 20 SP No.2(flat) except end verticals.
WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
OTHERS 20 SP No.3(flat)
REACTIONS. All bearings 3.10-0.
Ib) - Max Grav All reactions 2501b or less at joint(s) 8, 5, 6, 7
FORCES. (tb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Gable requires continuous bottom chard bearing.
2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
3) Gable studs spaced at 1-" oc.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131- X 3-) nails.
Sirongbacks to be attached to walls at their outer ends or restrained by other means.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING • Varify aaskri gram rfers and READ NOTES ON TM AND INCLUDED aOTEK REFERENCE PAGE aCF7473 r . 10m0U70I SBEFORE USE.
lesion valid for use only with MrIeW Connectors. This design O based onlyupon parameters shown, and is for an udrdual building Component. not
atruss system Beforeuse, the Wilding designer mustverity the applicabilityofdesign parameters and propertyincorporate this design Into din award
budding design Bracing indicated is to prevent WUdmg of individual trussweb andlor tlwrd members only. Additional temporary and permanent bracing
Nalways required for Will" and to prevent Collapse with possible personal mMy and property damage. For general guidance regarding the MR
labnrauon, storage, delivery, erection andbracingoftrusses andtruss "am. ANSVTPtl Quality Criteria, USS49 and BC51 Building Component 6904 Parke East Blvd. Safety Information availablefrom TrussPlat! Institute. 216 N Lee street. Suit! 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Park Sq Hnw*Tnbeca-198&8jPly T12876748
P1986B-T F6 ROOF TRUSS 1 1
M10+1011M Lumber, Bartow, FL. 8.130 s Sep 15 Z017 Mtlek Industries, Ind 1nU Jan 4 IZ 40'1D Z015 Page 1
ID:3zzrESS95gHBgKdROwR6OYzkwee-sC6jodkuZElkUlO4SUt4gNDJ7YOVG261ZCBL7DzykHp
Scale = 1:15.5
3,3 = 1x3 II 3x3 = 34
1 US — 2 3 4 5
11 10 9 B 7 B
3x3 II 3x3 = tx3 II 3x3 = 34 = 3x3 II
9.O-0
9-0-0 I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Uden Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) n/a n/a 999 MT20 244119D
TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) n/a n/a 999
BCLL O.O Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a Na
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 49 lb FT = 20%F, 1196E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-04 oc purfins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
REACTIONS. All bearings 9.".
lb) - Max Grav All reactions 250 lb or less at joints) 11, 6, 7, 10, 8 except 9=281(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=26510
NOTES-
1) Gable requires continuous bottom chord bearing.
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.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING. Verily daahgn parameters and READ NOTES ON TM AND INCLUDED WTEK REFERENCE PAGE W14473 ray. f09Y2015 BEFORE USE.
Design vabd for use only with Miteltib connectors. This design isbased only upon parameters shown, and is for an rnOrvrdual budOxng component. not
atruss system Beforeuse, the bolding designermustveritythe appbroh>;hty of design parameters and properly incorporate thisdesign intothe overal
Durldunp eesrpn. Bracing indicated is to prevent Westing ofmerureual true wee andlor anord members onty Additional temporary and permanent bracingrsahvaysreuredforstabilityandtopreventcollapsewithpossiokpersonalinjuryandpropertydamage. For general guidance regarding the is
fabrication. storage, delivery. amain and bracing oftnrsses and UUU systems, see ANSVMI Ouathy Ci terda, OSS49 and SCSI Burbling Component 6904Pike East Blvd. Safety Information avarlabld from Truss Plate InsldNe, 218 N. Lee Street. Suse 312, Alarsndna, VA 22314 Tampa, FL 36610
Job Truss Truss Type dry Park Sq HMrribece-1986-B1ply T12876749
P1986B-T FT2 ROOF TRUSS 1
Mid -Fonda Lumber, Badow, FL. 8.130 s Sep 15 2017 MTek Industnes, Inc. Thu Jan 4 12:40:11 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwesKOg5TiN%IKYnb6p7GIBPJMamW6yDI?LbSosxuXgzykHo
2511 4.11.10 7-4 9 9-11-4
2511 2-4-15 2.4-15 2811
Scale - 1:18.4
t.Sx4 II 4x8 = 1.5xd II 5x5 =
10 6
3.4 II 30 II
21411 } 4-11-10 74.9
24 11 r 24-15 I 2-4-15
9,114
2$11 1
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 40.0 Plate Gnp DOL 1.00 TC 0.32 Vert(LL) -0.06 8 >999 360 MT20 2441190
TCOL 10.0 Lumber DOL 1.00 SC 0.64 Vert(TL) -0.09 8 >999 240
BCLL 0.0 ' Rep Stress Inv NO WB 0.69 HOrz(TL) 0.01 6 n/a n/a
BCDL 5.0 Code FBC2014ITP12007 Matrix -MS Weight: 111 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins,
80T CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/sae) 10=1651/0-", 6=1667&7-4
Max Uplift 10=245(LC 4), 6-245(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=1462/220, 1-2=29081428, 2-3=2908/428, 3-4=2932/428, 4-5=2932/428, 5.6=14711220
BOT CHORD 9.10=38/253, 8-9=601/4118, 7-8=601/4118, 6.7=38/256
WEBS 1-9=419/2858, 2-9=7831129. 3-9=1302/190, 3-7=12771190, 4-7=781/129, 5-7=41W2879 NOTES- 1) 2-
ply
truss to be connected together with 1Od (0.131*x3") nails as follows: Top chords connected
as follows: 20 - 1 row at 0.9.0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0.9-0 oa Webs connected as
follows: 20 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind; ASCE
7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=4ft; Cat. II; Exp B,
End., GCpi=0.16; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate
drainage to prevent water ponding. 5) Concentrated bads
from layout are not present in Load Case(s): 03 Dead + Uninhabitable Attic Without Storage; #4 Dead + 0.6 MWFRS Wind (Pas.
Intemal) Left; #5 Dead + 0.6 MWFRS Wind (Pas. Intemal) Right; fib Dead + 0.6 MWFRS Wind (Neg. Intemal) Left; #7 Dead +
0.6 MWFRS Wind (Neg. Intemal) Right; #8 Dead + 0 6 MWFRS Wind (Pas. Intemal) 1 st Parallel; #9 Dead + 0.6 MWFRS Wind (Pas.
Intemal) 2nd Parallel; 410 Dead +0.6 MWFRS Wind (Neg Intemal) 1st Parallel; 411 Dead +0.6 MWFRS Wind Neg. Intemal) 2nd
Parallel, #16 Dead + 0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #17 Dead + 0.75 Roof Live bat.) + 0,75(
0.6 MWFRS Wind (Neg. Int) Right); #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel), 19 Dead + 0.
75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Ini) 2nd Parallel). 6) This truss
has been designed for a 10.0 psf bottom chord live load nanconeurrent with any other live loads. 7) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between
the bottom chord and any other members. 8) Providemechanical
connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 10 and 245 lb uplift at joint 6.
9) Girder tames
tie-inspan(s): 7-0-0 from 0-" to9-11-4 10) Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down at 3-9.12. and Printed copies of this document are 119 lb down
at 5.9.12. and 119 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the not considered signed and sealed and responsibility of others. the signature must be verified on LOAD CASE(S)
Standard any electronic copies O WARNING - Verily
design pawmerars and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE Wa-7473 rev. 10411MIS OF -FORE USE. MaMiDesign vabd far
use only with MTekm connectors This design O based only upon parameters sham, and is for an indMduid Wilding component, tubs a truss "am.
Before use, the budding designer must vetutythe appbcab tryof design parameters andproperty incorporate this designinto the overall budding design. Bracing
indsWed 1f to prevera budding of nndrAdual truss Web andlor dnord members ordy. Additional temporary and permanent bracing is always required
farstabibry and to prevent collapse With possible personal injury and property damage. For general guidance regarding the in fabrication, storage, de1wry,
erection and bracing of trusses and truss "am. ace ANSIITPII auallty CAterla, 03649 and SCSI Building Component 6904 Parke East a W. Safely Information availablefromTrussPlateInstitute. 210 N. Lee SteelL, Suite 312. Akrarndna, VA 22314. Tamps, FL 36610
Job Truss nlss Type Oy Ply Palk Sq Hm/Tribeca-1986-B
ROOF 1 T12876749lFit986B•T FT2 TRUSS 1 2 311
Mid -Florida Lumber, Bartow, FL.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-5=330, 6-10=5
Concentrated Loads (lb)
Veil: I I=30(B) 12=30(13) 13=30(B)
8.130 sSep 15 2017 MiTek Industries, Inc. Thu Jan 4 12:40:11 2018 Page 2
ID.3za£S595gHBgKdROwR6OYzkwee-KOgStzl% (Ynb6p?GfBPJMamW6yDj?LDSosxuXgzykHo
O WARNING • Verify design pemmerrs and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE a0F7473 rev. 10001MIS BEFORE USE.
Design valid for use only won Wait& Conrmeaora. This design is based only upon parameters shown. and is for an individual budding component, not
a miss system Before use, the budding designer mustvent' the appMaWay of designparomaera and property incorporate this design intothe oven0
budding desqn. among uarcated is to prevent bucidmng of utdaiidual uuss web and/or Chord member ony. Additional temporary and permanent bmchg
n ahvays required for suav D3tyandtopremCollapse with possible personal injury and property damage. For general guidance regarding the fabrication.
storage, delivery. erection and bracing of trusses and truss systems, see ANSVIPN Ouslhy Criteria, OS049 and SCSI Building Component 600a Parke East Bald. SafetyInformationavailablefromTrussPlateInstoNe. 219 N Lee Street. Suite 312. Nerandns. VA 22314Tampa. FL 36610
Job Truss Truss Type OtY Ply Park Sq Hm/rribeca-19MB
T12876750
P19868-T J5 JACK 9 1
f
Midflorida Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Thu Jan 4 12.40:12 2018 Page 1
10:3zzrES595gHBgKdROwR6OYzkwee-obETDJm85svSkzZTDvwYvolgpMfykyYb 1WgS36zykHn
t-0 0 5.0-0
1-0-0 5.0-0
20 =
LOADING (psf) SPACING- 2-00 CSI. DEFL. in loc) Udefl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Verl(LL) 0.03 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Verl(TL) 0.08 4-7 765 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(rL) 0.00 2 nla nla
BCDL 10.0 Code FSC2014rrP12007 Matrix -MP
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 20 SP No.2
REACTIONS. (lb/stze) 3=127IMechanical, 2=264/0-4-0, 4=64IMechanicat
Max Harz 2=108(LC 8)
Max Uplift 3=64(LC 8). 2=73(LC 8)
Max Grav 3=127(LC 1), 2=264(LC 1). 4=91(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1 17.0
PLATES GRIP
MT20 2441190
Weight: 18 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft, eave=oft, Cat.
11; Exp 8, End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord lire 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 wade
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 64 lb uplift at joint 3 and 73 lb uplift at
joint 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
Q WARMNG • Vanity design paramaters and READ MOTES ON THIS AND INCLUDED eOTEK REFERENCE PAGE WF7473 rev. 164MIS BEFORE USE.
design valid for use only with MTekm connectors This design is based only upon parameters shown. and is for an individual buildup Componem, no
atruss system Before use, the buildup designer must verifythe appbrabllay ofdesign parameters and property incorporate this design into the overall
budding design. Bracing indicated is toproven Wd" of rndrAdual truss webandlarNordmembers only. Additional temporaryandpermanent bracing
iseways required far stabday and toproven collapse with possible personal injury and property, damage For general guidance regarding the
fabncatan. storage. delivery, erection and bracing oftrusses and truss systems, sea ANSOIPII Owllry Crltarla, OS649 and SCSI Building Component 69W Psrke East Bhd
Safety Information available ham Truss Plate InLdute. 218 N. Lee Street. Sucre 312, Alaundna, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca-19868
T12876751
P1986B-T J7 JACK 11 1
r
Mid -Florida Lumber, Banow, FL.
I
8.130 is Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12.40.13 2018 Page 1
ID.3zzrE5595gHBgKdROwR6OYzkwee-GnosOfnms9l JL78kieRnS7rmamVTPolFAO?bYzykHm
1-0-0 7-0-0
Seale - 1.22.1
3x4 =
7-0.0
Plate Offsets (X.Yh 12:Edoe.0-0.41
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/den Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Veri(LL) 0.10 4-7 >814 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.31 4-7 >269 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) 0.01 2 n/a We
BCDL 10.0 Code FBC2014frPI2007 Matrix -MP Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-", 4=90/Mechaniral
Max Horz 2=141(LC 8)
Max Uplift 3=93(LC 8), 2=82(LC 8)
Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psf: h=25tt; B=45ft; L=2411: eave=41Y Cat.
11; Exp B; Encl.. GCpr=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrem 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-" 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 93 lb uplift at joint 3 and 82 lb uplift at
pint 2.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
OWARNImo - vMy design P---t n aM READ NOTES ON THIS AND INCLUDED 4BTEK REFERENCE PAGE WO.7472 rate. faAll"015 BEFORE USE.
Design valid for use only with Mrtek® cameaors. This design a based any upon paramefem shown. and is for an indrAdual buildup component. not
a wu "am Before use, the building designer must vent' the applicability of design parameters end prapedy incorporate this design into the overall
bu6dsip design. BrsungindicatedIs to prevent build- gofindnidual trussweb andior c1nord members only Additionaltemporary andpemnanent bracing
is sways required for stability and to prevent collapse with possible personal iniury and property damage. For general guldi nce regarding the Is
IaDrtralionn, storage, delivery, erection and bracing of woes and truss systems, see ANSVTPN Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East BWSafelyInformationmilablefromTrussPlaneInstitute, 218 N LeeStreet, Suite 312. Akxandna, VA22314. Tampa, FL 36610
Job Truss fuss Type Ofy Ply Park Sq Hn rribece-1986-B
T12876752
PISM13 T J7T SPECIAL 3 1
Mid-FlorldaLumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 12.40:14 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee4czMEe')oOdT9AzHIrKJyO DOu19ILCmuUg9Z87zykHl
10-0 2-14 104..4 7-0-010-0 2-34 2-7-0 2-1-12
Scale - 122.2
30 = 1.514 II
2.3d
2.3.4
700 14.a12
Plate Offsets (X.Y1-- 13:0-3.10.0.0.31
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Ildeg Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.83 Vert(LL) 0.11 8 >784 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.32 Vert(rL) -0.26 8 >322 180
BCLL 0.0 ' Rep Stress Inv YES WB 0.09 HOrz(TL) 0.14 7 nla nla
SCOL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 29 lb FT = 20%
LUMBER. BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc pudins.
BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
3-8: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 5=5IMechanical.2=339/0-4-0.7=272/Mechanical
Max Horz 2=141(LC 8)
Max Uplift 5=18(LC 3). 2=82(LC 8). 7=79(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown.
TOP CHORD 3-4=345178
BOT CHORD 3.7=1531359
WEBS 4-7=4251181
NOTES-
1) VMd: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=25ft, 8=45ft; L=24ft, eave=oft; Cat.
II; Exp B; End., GCpi=0.18, MWFRS (directional); Lumber DOL-1.60 plate grip OOL=1.60
2) This truss is not designed to support a ceiling and is not untended for use where aesthetics are a consideration.
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 bad of 20.0ps1 on the bottom chord in all areaswhere a rectangle 3-" tall by 2-0.0 wide
will nit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lbuplift at joint 5, 82 lb uplift at joint 2
and 79 lb uplift atjoint 7.
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Verify deslyn paranwri rs and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE UP-7473 rev. 10N741015 BEFORE USE.
Design valid for use only with atTele® connectors. This design is baud only upon parameters shown. and isfor an indrOdual building component, nol
atruss system Before use, the budding designer must veNy the appKabil" ofdesign parameters and properly incorporate this design unit the overe0
building design Bracing indicated is to provers budding of indmdual trust web andlor chard members only. Additional temporary and permanent bracing
isalways rsquirso for gelidity and to prcwa collapse with possrbie personal Nwy and property damage. For general guidance regarding the MR
Istin atron, storage, delivery. erection and brsang of trusses and truss systems, see ANSIIIPN Quality Criteria. OSS49 andSCSI Building Component 6904 Parke East SMSafetyinformationovallablefromTrussPlateInsIONe. 216 N Lee Sweet. Suite 312. AleaendM. VA 22314. Tampa. FL 36610
Job Truss IUss Type oy Palk Sq HrMribera1986-B
JACK 1ply T12876753
P19868-T KJS 4 1
o(oplionall
Mid -Fonda Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 12.40:14 2018 Page 1
ID Sur£5595gHBgKdROwR6OYzkwee-kzMEe7oOdT9AzHirKJyO_DOvs9E3CsluUg9287zykHl
1.5-0 7 14
1.10 7 14
Seam= 1:18.7
3x4 =
LOADING (psf) SPACING- 24)-0 CSI. DEFL. in loc) I/den Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.11 4-7 >781 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Ven(TL) .0.32 4-7 >265 ISO
BCLL 0.D ' Rep Stress Inrr NO WB MOD Horz(rL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=183/Mechanical, 2=375I0.67, 4=951mechanical
Max Horz 2=108(LC 8)
Max Uplift 3=79(LC 8). 2-11B(LC 8)
Max Grav 3=183(LC 1), 2=375(LC 1), 4=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f ; B=4511: L=24ft; eave=411; Cat.
II, Exp B: End., GCpi=0.18: MWFRS (directional), 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 rn between the bottom chord and any other members.
4) Refer to girder(s) for truss to thus connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 118 lb uplift at
joint 2.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at
1-&12. 51 lb down and 11 lb up at 1-&12. and 70 lb down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 4-4-12 on top
chord, and 7 lb down and 2 lb up at 1-&12, 7 lb down and 2 lb up at 1-&12, and 17 lb down at 4-4-12, and 17 lb down at 4-4-12
on bottom Chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) 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: 10=4(F=2, B=2) 11=10(F=S, B=5)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING • Vadl y duJpn pars"hin; WW READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE MD7472 nine. fdWRafS BEFORE USE.
Design vM for use only, with MTekm Connectors. This design Is based only upon parameters shoam, and is for an indrAdual budding component. not
a cocasyslem. Before use, the budding designer mustverify the appbuhby of designparameters and property rncorpomethis design into the overall
building design Bracing indicated IS to prevent bue" of rndrvidual tries web and%or chord members only. Addaiongtemporary andpermanent bracing
is sways required for stabday and to prevent collapse wall possible personal injury and property damage. For general guidance regarding the Is
fabrication. storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Owlhy Criteria. DS049 and SCSI Budding Component 6981 Pare East Blvd.
Safety Information available hours Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss runs Type Oty Perk Sq Hmirnbeee-I986-B
JACK
ly
T12876754
P19868-T KJ7 3 1
job Refereme toola
Mid-Flanda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTekIndustries, Inc. Thu Jan 4 12:40:15 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkweo-DAwcrKoONnH 1bRl1 u1 TFXOwBLZetxEl2iUv6gRzykHk
I 5-4-0 I 9.10.13
1 5-0 544 4$13
Scale = 1:21.6
2x4 =
1az4 n 5
3x4 =
5-4.0 4G13
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 7-10 999 240 MT20 2441190
TCOL 10.0 Lumber DOL 1.25 8C 0.37 Vert(n.) 0.06 7-10 999 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.35 Horz(rL) 0.01 6 n/a n/a
SCOL 10.0 Code FBC2014rrPI2007 Matrix -MS Weight: 42 lb FT is 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 644 oc purluts.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=121 /Mechanical, 2=50810.6-7, 6=338IMechaniral
Max Horz 2=142(LC 8)
Max Uplift 4-67(LC 8). 2=148(LC 8), 6=73(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown.
TOP CHORD 2-3=745I129
BOT CHORD 2-7=1991679. 67=1991679
WEBS 3-7=0/257, 3-6=7391217
NOTES-
1) Wind ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2p31; BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft, Cat.
II; Exp 8, End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 3-0.0 tall by 2-0-0 wide
will fit between the bottom chard 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 67 lb uplift at joint 4, 148 lb uplift at joint
2 and 73 lb uplift at pint 6.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at
1-&12. 3 lb down and 11 lb up at 1-r12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12, and 27 lb down and
77 lb up at 7-2-11. and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 Ib up at 1-6-12. 2 lb up at 1-&12, 5 lb down at
12, 5 lb down at 44-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection o1 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: 14=60, 5-8-20
Concentrated Loads (lb)
Vert: 13=53(F =27, B=27) 14=4(F=2, 8=2) 15=10(F=S, B=5) 16=35(F=-17, B= 17)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
WARNING • Verilydatlpn paameters end READ NOTES ON PaS AND INCLUDED WMK REFERENCE PAGE II41F7473 rev. 1000=17 BEFORE USE. Design
valid for use only withWeida Contractors. This design isbased only, upon parameters shows. and a for an individual buildup component. no a
was system. Before use. the building designer must verty the applicability of designparameters and property incorporate this design into the overall buildup
design. Bracing indicated is to prevera budding of individualtruss web andlor Chard members only. Additional temporary and permanenttmntag a
aavays retftared for slabdny and to prevent Collapse with passible personal injury and property damage. For generalguidance regarding the N! fabr
imson, storage, derectiontrussesery, erection and bradng of trusses arid trusssystems, sea ANSVTPII awlly Crkarle, 055-69andSCSI Building Component 6904 Parke Eest Blvd. SafetyInformationavailablebornTrussRateInstitute. 210 N. Lee Street. Sue 312, Alexandra, VA 22314, Tampa, FL 36610
Job Tnrss Truss Type ay Ply Pakk Sq Hm/fnbeca198&B
T12B76755
P1986B•T KJ7T SPECIAL 2 1311
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Ine. Thu Jon 4 12 40:16 2018 Page 1
ID:hiEL2vgrkWuEJUYC2jFzkFng41MU 30*84PtiCatESk_U3eTF%UWgirBxBefC"Hj
1-5 O 3.2.2 8-4-11 9-10.13
t-5-0 3-2.2 3-2.9 381
4x4 =
3x4
LOADING (psf) SPACING- 24)-0 CSI. DEFL.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL)
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Ven(TL)
BCLL 0.0 ' Rep Stress Ina NO WB 0.30 Horz(TL)
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS
in (loc) I/den Ud
0.23 3-8 >521 240
0.59 3-8 >202 180
LUMBER- BRACING -
TOP CHORD 2x4 SP DSS TOP CHORD
BOT CHORD 2x4 SP N0.2 'Except' BOT CHORD
3-9: 2x4 SP No.3, 3.6: 2x4 SP No.t
WEBS 2x4 SP No.3
REACTIONS. (Iblsjze) 5=70/Medhanical, 2=500/0-5-11, 6=367IMechanieal
Max Hors 2=142(LC 8)
Max Uplift 5=-40(LC 8), 2=148(LC 8), 6=101(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 34=1015/253
BOT CHORD 3.8>312/978, 7-8=3131981
WEBS 4-8=27299, 4-7=10561337
NOTES-
0.23 6 n/a n/a
Seale = 121.8
PLATES GRIP
MT20 2441190
Weight: 40 ID FT = 20%
Structural wood sheathing directly applied or 5.10-6 oe puffins.
Rigid Ceiling directly applied or 10" oc bracing.
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft, Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 148 lb uplift at joint
2 and 101 Ili upliftatjoint 6.
6) Hanger(s) orother connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ili down and 11 Ili up at
1-&12, 51 lb down and 11 lb up at 1.6-12. and 100 lb down and 76 lb up at 7-2-11, and 100 lb down and 76 ID up at 7-2-11 on top
chord, and 7 lb down and 2 lb up at 1-&12, 7 lb down and 2 lb up at 1-6-12, 1 lb down at 4-4-12, 1 lb down at 4-4-12, and 21 lb
down at 7-2-11, and 21 Ili down at 7-2-11 on bottom chord. The design/selection of such Connection device(s) is the responsibility
of others.
7) In the LOAD CASE(S) section, bads 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 (plq
Vert: 1-3= 60, 3-5=60, 9-10=20, 3-0=20
Concentrated Loads (lb)
Van 14=-66(F=33, B=33) 15=4(F=2, B=2) 17 =2(F=-1, B=1) Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
O WARNING - Verify erasion Peremerere and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE a9F7473 ray. 10005/5015 BEFORE USE.
Designvalidfor useontywith MTekmconnectors. This designis based ony upon parameters sham, andisfor an individual building component, not
amiss system. Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design into the overall
budding design. Bracing indicated 15 ID prevent buciang of individual truss Web andior chont members only. Additional temporary and permanent bracing
isakvays required for stability and to prevent collapse ash possible personal Injury and property damage For general guidance regarding the
fabrication, storage, delivery, ererrion andbracing at misses and miss systems, an ANSVTP" Quality Criteria, DS849 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available fromTrussplateInstitute, 218 N. Lee Sheet. Suite312. Alexandria, VA 22314 Tampa, FL 3661D
Job Truss Truss Type City Park Sq Hn rribece-1986-8IPlyI T12876756
P19868-T MG1 JACK 1 1
Iall
Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MITek Industries. Inc. Thu Jan 4 12:40.17 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-9YIMGOgHvOXlqkSOOSVkcrOZJNH PSuKAoODIJzykHi
3.7-8 7.0.0
3.7-8 3.4a
sews: 112--T
1.5x4 II
3
40 = 3x6 MT20HS II 4
4x4 =
3 7 L
3.7Af 3-4.6 t
Plate Offsets (X.YI- 11:0.2-0.Eduel
LOADING (psi) SPACING- 1-0-0 CSI.
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.21
TCOL 10.0 Lumber DOL 1.25 BC 0.52
SCLL 0.0 Rep Stress Ina NO W8 0.38
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP
OEFL, in (roc) Well Ud PLATES GRIP
Vert(LL) -0.02 5-7 >999 240 MT20 2441190
Vert(rL) -0.05 5-7 >999 180 MT20HS 1871143
Horz(rL) 0.01 4 Na Na
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 20 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1-97410-4-0, 4=788IMechanical
Max Harz 1-57(LC 8)
Max Uplift 1=226(LC 8). 4=209(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=12091272
BOT CHORD 1-5=28411081, 4-5=28411081
WEBS 2-5=2291992, 2-4=1233/324
Weight: 40 lb FT = 20%
Structural wood sheathing direly applied or 5.1-6 oc puffins,
except end verticafs.
Rigid ceiling direly applied or 10" oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-secand gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, 8-45ft; L=24ft; eave=oft; Cat.
II; Exp 8, End.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise Indicated.
3) This truss has been designed for a 10.0 psf bottom chord live bad nonconauffent with any other We loads.
4) • This truss has been designed for a live load of 20.Opsf onthe bottom chord in all areas where a rectangle 3.6.0 tall by 24-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 1 and 209 lb uplift at
joint 4.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 lb up at
140.12, and 496 lb down and 130 lb up at 3-0-12, and 496 Ill down and 130 lb up at 5 12 on bottom chord. The designiselection
of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as'front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25
Uniform Loads (plf)
Vert: 1-3=30, 1-4=10
Concentrated Loads (lb)
Vert 7=496(8) 8=496(8)9=496(B)
Printed copies of this document are
not considered signed and sealed and
the signature must be verified on
any electronic copies
Q WARNING • VeBy design peramerara and READ NOTES ON THIS AND INCLUDED NTIEK REFERENCE PAGE M703 rev. 1041742015 BEFORE USE
Designvalidfor useonlywith Mirekd0 connectors. Thisdesign is based only upon parameters shwa. and is foran individual budding component, not
alass system. Beforeuse. the budding designer mustv'enty the awWAbddy ofdesign parameters and property incorporate this designinto theoverall
buddingdesign. Bracing indicated is to preventbudding of individualtruss web andlor Nord membersonly. Additionaltemporary and permanent bracing
isalways required for srabddy and to prevent collapse with possible persons! injury and property damage. For general guidance regarding the N!
fabrication. $torage. delivery. erection and "Ongof trusses and wassystems. we ANSYTPIt Quality Crites, OSS-49 and BC81 Building component 6904 Parke East SM.
Safety Information wadable fromTrussPale Institute. 216 N LeeStreet. Smite 312. Alexandria. VA 22314 Tampa. FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
Q'y18 r
For 4 x 2 orientation, locate
plates 0- "A' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20120
software or upon request
PLATE SIZE
The first dimension is the plate
width measured perpendicular4x4toslots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
Ono (supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
dimensions shown in ft-in-sixteenths
Drawings not to scale)
2 3
TC)P cNnQnc
C1-2 C2.3
WEBS r,
4
0 =
u
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O
r
BOTTOM CHORDS
8 7 6 5
0
o:
O
U
o-
O
r
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by others.
2012 MiTek® All Rights Reserved
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, a g.
diagonal or X-bracing, is always required See SCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
S. Cut members to bear tightly against each other.
6. Place plates on each face oftruss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/rPI 1.
7. Design assumes trusses will be suitably protected from
the environment In accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or pudins provided at
spacing Indicated on design.
14 Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or after (fuss member or plate without prior
approval of an engineer.
17. Install and load vertically unless Indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
19
19
0
w
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w
3
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0
Z
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0
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En
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RECORD COPY
ir 16- 8" 12% 0"
1
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1RUM1\_'
KNEE WALL
1W"7 1
Lrc 10'-o" J GARAGE
LE 4" 17- 4" aI
FIRST FLOOR
0
0
28'. 8"
Le 16'- o" _ I 12'- 8"
APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM =4x2
TOP = 4x2
2x4 Cont Band —
TRUSS END DETAIL
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
1 HEEL HEIGHT = 2 x 4
j BOTTOM = 2 x 4
12 /
STOP= 2x4 6.0PF
12
12° I
D DETAIL
J L 4 - HUS26 1- PLY HGR
A b6 11 - THA422 STRAP FLR HGR
O'pDWC
SANFORDoil -
23 - MID -
FLORIDA LUMBER ACQUISITIONS BARTOW,
FLORIDA TRUSS
LOADING CONDITIONS ROOF
TRUSSES I FLOOR TRUSSES THIS
TRUSS SYSTEM HAS BEEN TESIGNED WITH LOHOS CENER11E0 BY 198 MPH WINOS
USING 42 PSF TOP DCRD IEMD LORD Rdl 38 PSF BOTTOM DICRO OERO
LOM 0 MILES FROM HIRiICR1E OCERLINE 031 11 EXP. B 1ftSLE 7.101 1986 -
B Park Square Homes f00dSS
12.
s11 .trmo PA"., 2q TRAY
CLG. OPT WL Tribeca -
B gm
ago ' Mum slr T c P19866-
T IDU oncy":n 131, N/
AL 17 8.