HomeMy WebLinkAbout3942 Night Heron Dr 18-3517; NSFHIMOPACTYFOE STATEMENT
STATEMENT NUMBER• 18100006
BUILDING APPLICATION #: 18-10000686BUILDINGPERMITNUMBER: 18-10000686
1',36-11
agt, 3 0
UNIT ADDRESS: NIGHT HERON DRIVE 3942 17-20-31.502-0000-0730
TRAFFIC 20NE•022 JURISDICTION• SEC: RNG: SUF: SUBDIVISION P-
PARCEL:
PLAT BOOK: PLAT BOOK PAGE: BLOCK:
TRACT:
LOT:
OWNER NAME:
ADDRESS:
pg(C1APPLICANT
ADDRESS: 5200 V3NELANDNROADRSTES10000RLANDp FL 32811LANDUSE: SINGLE FAMILY RESIDENCETYPEUSE:
WORK DESCRIPTION: CITY-SANFORDSPECIALNOTES: 3942 NIGHT HERON DRIVE / WYNDHAMPRESERVE ./ .LOT 73 / SFR
FEE HENEFIT RATE ITTYPEDISTSCHEDRATE UNIT
UNIT TOTAL DUEUNITSTYPE
ROADS-ARTERIALSS CO -WIDE ORDSingleROADS-COLLECTORSHoNlA,- ing 705.00 1.000 dwl unit 705.00
FIREnRESCUFamilyHousing .00 1.000 dwl unit 00 LIBRARY
CO•WIDE ORD .00 SCH109Se
Family Housing 54.00 1.000 dwl unit Single
Family Housing ORD
y,
000.00 54.
00 PARKS
1.000 dwl unit 91000.00 LAW
ENFORCE N/A 00 DRAINAGE
N/A .00 AMOUNT
DUE 9,759.00 00
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UND SEMINOLECOUNTYROAD, FIRE/ER THE RESCUE, LIBRARY AND/OR EDUCATIONA ISSUANCEOFABUILDINGPE /IT. L TORSONS
APPEALRTHECALCULATIONED TOFTANNYY OFITHESABOVEHMENTIONED APPLICANT, FEES
MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN p
MUSTIMEETTTHEFRE8UIRREEMENTSROFCTHEACOUNTYTLAND13EVELOPMENTECODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY BUILDING
DEPARTMENT OR CITY OF SANFORD 1101
EAST FIRST STREET SANFORD, FL 32771PAYMENT 1
THEOUNTYOBUILDINGBEYPERMMIT
NUMBER AT THERTOP ILEFTOOFDTHISESTATEMENT. ( THIS STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \ UUU ISSUED
WITHIN
60 CALENDAR DAYS FROM THE DATE ABOVE DATE: August
15, 2018
costFFYUIt$UW4b// cs00K:a1WJvage:J1L;(1 h'AUt,)KI:U:611/%LU10;e:J4VI 1-M
REC FEE $10.00
Parcel ID Number: 17-20-31-502-0000-6'7.30
Prepared By
and
eturn To:
1-1
Daphne Clark
Park Square Homes
5200 Vineland Road, Suite 200
Orlando, F132811
08) 0 (0 PEI) rjGl 13400*511 U111_0
CERTIFI COPY GRANT MALOY
CLER F1'HECI IT COURT =
AND 0 PT* .0-
SEMI 'Q t, it r V_ , 2 ':
6Y U r V D
18Date ---
State of Florida. _
1
County of Seminole. Permit Number: 1
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of Property: LOTI 3
Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81,
Page.93-102, of the public records of Seminole County, Florida.
Address : Sanford F132773
2. General Description of Improvements: New Single Family Home
3. Owner Information : Name Park Square Enterprises LLC
Address 5200 Vineland Road, Suite 200, Orlando, F132811
Telephone (407) 529-3000
4. Fee Simple Title Holder: N.A.
5. Contractor Name and Address : Name Park Square Homes
Address 5200 Vineland Road, Suite 200, Orlando, Fl 32811
Telephone (407) 529-3000
6. Surety: N.A.
7. Lender: Name Fifth Third Bank
Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227
S. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as
provides by 713.13(1)(a)7., Florida Statutes: N.A
9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b),
Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the date of recording.
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 INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMMENCEMENT.
11. Date Signed : S Signature of Owner's Agent:
Vishaal upta
Executive Vice President, Park Square Enterprises LLC
Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID.
Notary Public co;iss IFF
Daphne Clark * * ; tN
O
My commission expires: 6/27/19 gddetf
Serial No. FF209108 N ignature: =seal:
CITY Of
SANFORD AUG 15 2Q18 Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT ( 0 3S Application No:
zjq12"°0
DocumenConstruction Value: $ Job
Address: M Nzon Ir., Se gLel 4 11 k 3a1113 Historic District: Yes NoFzl Parcel ID:
17-20-31-502-0000-01$0 Residentiala Commercial Type of
Work: New Addition Alteration Repair Demo Change of Use Move Description of
Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE
LOT # Plan Review
Contact Person: ANTHONY PERROTTI Title: Account Manager Phone: 407-
592-4187 Fax: Email: Anthony@PermitsPermitsPermits.com Property Owner
Information * * * CONTACT* " Anthony Perrotti
Name Park
Square Enterprises LLC Phone: 407-592-4187 5200 Vineland
Rd STE 100 Anthony erm;
s Street: Resident
of property. City, State
Zip: Orlando FL 32811 Contractor Information
Name VISHAAL
S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200
Vineland Rd STE 100 Fax: City, State
Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer
Information Name: Phone:
Street: Fax:
City, St,
Zip: E-mail: Bonding Company:
Address: N/
A
Mortgage Lender: Address: N/
A
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. 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 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: 611 Edition (2017) Florida Building Code Revised: January
1, 2018 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 l 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.
1L.—
Signature of Owner/Agent Date
VISHAAL S GUPTA
Print Omer/ARent's Name
of Notary -State of Date
ottiu.ot,
y-, CoMmmoMWn GG14922
Expires: October 23, 2021
F ed 1hN Aaron Notary
Owner/A ES Personally Known to Me or
Produced ID N/A Type of ID
Signature of ntractor/Agent Date
VISHAAL S GUPTA
Print Contractor/Agent
Signature of Notary -State of Florida I Date'
110k,V'd(/ Anthony J. Perrolti1
Commission # GG149722
Expires: October 23, 2021
o Bonded thru Aaron Notary
Contrac f' ent is YES Personally Known to Me or
Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Q Electrical [R Mechanical [2' Plumbing k Gas[-] Roof
Construction Type: Flood Zone:
Total S Ft of Bid ZG'g > q g: Min. Occupancy Load: [ -( # of Stories: 2 A 1
V6 Occupancy Use: 123
New Construction: Electric - # of Amps Z0Q Plumbing - # of Fixtures I$
Fire Sprinkler Permit: Yes No a- # of Heads
APPROVALS: ZONING 014 UTILITIES:
COMMENTS:
ENGINEERING: " tc-9i'ZA-SFIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 3Z• % `"^e
MWo T>r'iioeca. - 3, Gf—
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: `fir t • 16• t
Revised: January I, 2018 Permit Application
odi I.
1P SXRFORD , Building &Fire Prevention Division
g PERMIT APPLICA TION
FIRE DEPARTMENT
Application No: t
Documented Construction Value: S I La bq—? .
Job Address:U60 .lJ('., Sera 3v11 3 Historic District: Yes NoFzl
Parcel ID: 17-20-31-502-0000-01$0 Residentiala Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use[] Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT #
Plan Review Contact Person: ANTHONY PERROTTI Title: Account Manager
Phone: 407-592-4187 Fax: Email: Anthony@PermitsPermitsPermits.com
Property Owner Information * * * CONTACT * * *
Anthony Perrotti
Name Park Square Enterprises LLC Phone: 407-592-4187
Street: 5200 Vineland Rd STE 100
Anthony ermits .
Resident of property? .
City, State Zip: Orlando FL 32811
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100
Street: 5200 Vineland Rd STE 100 Fax:
City, State Zip: Orlando FL 32811 State License No.: CRC1330351
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current 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.
li,- 41A
Signature of Owner/Agent Date Signature of ContractorlAgent Date
VISHAAL S GUPTA VISHAAL S GUPTA
Print Owner/Agent's Name Print Contractor/Agent' me
Signature of Notary -State of Florida Date I I Signature of Notary -State of Florida Date
G',misslnon i GG149722
hV !aG',-
mmission 922
Anthony J. Petti
com
a Expires: October 23, 2021 « Expires: October 23, 2021
Owner/A E
mN Eton Notary =-,,, • • ,o Bonded lhru Aaron Notary
ersonally Known to Me or Contract dent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No - # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: W M/1 A-1 WASTEWATER:
FIRE: BUILDING:
Revised: January I, 2018 Permit Application
CITNY OF
AFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Daphne Clark Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com
Property Address: 3942 Night Heron Drive
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0730
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O -PICI L US ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-3517
Reviewed by: Michael Cash, CFM Date: August 21, 2018
0 CITY OF Application for Right -of -Way
S OPD Utilization Permit
PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771
SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work done 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. It does not approve any work within any other jurisdiction's right-of-way. All requested
Information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right-of-way and
use shall be provided or application could be delayed.
Project Location/Address: 34401 Ni`
Aerial Installation
Underground Utilities
Small Cell/Wireless
Q Other (describe):
v
Directional Bore
Roadway open cut -single lane
Co -location I —
Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME
Jack & Bore
Roadway open cut —multi lane
New pole
WYNDHAM PRESERVE LOT #
Schedule of Work: Start Date: Completion Date:
Emergency Repairs - Reason:
Excavation Information: Total length (Feet) q Open Roadway Cuts:
Aerial Info: Length (Feet) # of Poles (Existing) (New)
This Application is submitted
Signatur Print Name: VISHAAL S GUPTA
Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: /
Address: 5200 Vineland Rd., STE 100, Orlando FL 32811
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com
Notice: /rt is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's
jurisdiction, and the right, title, or interest In the land to be entered and used by the permltee. The permltee shall at all times assure all
risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage,
or expense, arising in any manner, on account of the permit request by said permlttee of the aforesaid rights and privileges. In the event
that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in
conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of
Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and
again when construction is completed via the following email address: michael.cash Qsanfordfl.aov
Application No: Fee: Date:
Reviewed:
Public Works
Utilities
on I
Engineering
Inspected By:
Conditions*:
Date:
Date:
Date:
Date:
SCPA Parcel View: 17-20-31-502-0000-0730 http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PlD=17203 15020...
eat
ao..+aaoou+rv,aora
Parcel Information
Property Record Card
Parcel: 17-20-31-502-0000-0730
Property Address: 3942 NIGHT HERON OR SANFORD. FL 32773
Value Summary - - - - --- - - --- --
Parcel 17-20-31-502-0000-0730
Owner(s) PARK SQUARE ENTERPRISES LLC
Property Address 3942 NIGHT HERON DR SANFORD. FL 32773
Mailing 5200 VINELAND RD #100 ORLANDO, FL 32811
Subdivision Name WYNDHAM PRESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
o
118.93
13 0
1_R_91
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 10 0
Depreciated Bldg Value
Depreciated ExFT Value
Land Value (Market) 51.000 14.000
Land Value Ag
JustlMarket Value •• 51.000 14.000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 1 $0 - i $0
P&G Adj 0 SO
Assessed Value 51.000 14.000
Tax Amount without SOH: $266.00
2017 Tax Bill Amount $266.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 73
WYNDHAM PRESERVE
PB 81 PGS 93-102
Taxes - -- — - - --
Blue I Exempt Values I Taxable Value
51.000 0 61.000
51,000 0 E51,000
51.000 0 51,000
51.000 0 51,000
51.000 0 i51,000
Sales
Description Date Book Page Amount Qualified Vadlmp
SPECIAL WARRANTY DEED 11/1/2017 09033 0005 768.000 No Vacant
i Flnd Comparabla Sales]
Land- - - - - - - - --- - ----- ---- --- - - - - - --
i--------- ----------- ----- --- ------ --- —
I
I- - - - - - -- - - --- - ---- --
i
Method Frontage Depth Units Units Price
Building Information
Permits
Land Value
LOT 1 51,000.00 E51,000
Permit # Description Agency Amount CO Date Permit Data
No Permits
I of 2 8/I5/2018, 10:31 AM
LIMITED POWER OF ATTORNEY
DATE: S I S
I HEREBY NAME AND APPOINT:
Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner, Gustav Botes, KarenMcAdams,
EACH AN AGENT OF: PARK SQUARE HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF: sq C-
FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER: 71
SUBDIVISION:
ADDRESS:
PARCEL ID: Old 0c) - 0,7 3 Q
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
VISHAAL S GUPTA
NAME OF CONTRACTOR.)
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CRC1330351
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument w ackn ledged before me this:
DATE: gtq
BY: visHAAL S dUPTA Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.
NAME: D.A.Clark
My Commission # FF209108
My Commission Expires 6127/19
NOTARY: SIGNATURE OF NOTARY:
a 20% Dn 1S$1tl o 2D19
wo Woo
ho1
NOTARY SEAL.
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 73 Tribeca 8 Alt Mbth RHG - E Builder Name: Park Square Homes
Street: Permit Office: City of Sanford
City, State, Zip:. Sanford , FL ,
Owner:
Permit Number: { 8 _ 3 5 17Jurisdiction: 6 50 nL-, Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2
Y%1 tE
1. New construction or existing New (From Plans) 9. Wall Types (2674.7 sqft.) Insulation
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1368.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1313.0 sqft.) Insulation Area
5. Is thisa worst case? No a. Under Attic (Vented) R=30.0 1313.00 ft2 6.
Conditioned floor area above grade (ft2) 2087 b. N/A R= ft2 Conditioned
floor area below grade (ft2) 0 c.
N/A R= ft2 11.
Ducts R ft2 7.
Windows(243.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2 a.
U-Factor: Dbl, U=0.55 115.00 ft2 SHGC:
SHGC=0.22 b.
U-Factor: Dbl, U=0.54 64.00 112 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.25 a. Central Unit 41.0 SEER:16.Ob c.
U-Factor: Dbl, U=0.58 64.00 ft2 SHGC:
SHGC=0.29 13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00 SHGC:
Area
Weighted Average Overhang Depth: 2.915 ft. Area
Weighted Average SHGC: 0.246 14. Hot water systems a.
Electric Cap: 50 gallons 8.
Floor Types (2087.0 sgft.) Insulation Area EF: 0.900 a.
Slab -On -Grade Edge Insulation R=0.0 1028.00 ft2 b. Conservation features b.
Floor Over Other Space R=0.0 774.00 ft2 None c.
other (see details) R= 285.00 ft2 15. Credits Pstat Glass/
Floor Area: 0.116 Total
Proposed Modified Loads: 65.07 C C PASSTotalBaselineLoads: 68.11 11 7 7 1
hereby certify that the plans and specifications covered by Review of the plans and SHE Spq, this
calculation are in compliance with the Florida Energy specifications covered by this Code.
calculation indicates compliance p
vj`
Vii„ f -.'', •n Austin
Toth Digitally signed Austin Toth 0180806with the Florida Energy Code. O PREPARED
BY: Date-
9:47.45-04'00' Before
construction is completedca o DATE:
this building will be inspected for a compliance
with Section 553.908 I
hereby certify that this buildin , as de is in co pliance Florida Statutes. 01
with
the Florida Ener o e. Cot) WE OWNER/
AGE • BUILDING OFFICIAL: DATE:
DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance
with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested
in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 8/
6/2018 7:45 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lot 73 Tribeca 8 Alt Mbth RH Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2087 Lot # 73
Owner Name: Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV
of Units: 1 Worst Case: No PlatBook:
Builder Name: ' Park Square Homes Rotate Angle: 0 Street:
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
Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL_ORLANDO_SANFOR 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 5 4 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 ft2 11 0.29 0 0.71
2 Raised Floor 2nd Floor ---- ---- 101 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 112.5 It 1028 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 774 ft2 0.29 0 0.71
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 1578 ft2 0 ft2 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 ft2 N N
8/6/2018 7:45 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1st Floor 30 Blown 1313 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space P-VA1116, Ft In Ft In AranI
1 N Exterior Frame - Wood 2nd Floor 11 47 0 9 0
i
423.0 ft2 0 0.25 0.8 0
2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 32 6 9 4 303.3 ft2 0 0 0.8 0
3 E Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0
4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 10 0 9 4 93 3 ft2 0 0 0.8 0
5 S Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 08 0
6 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 41 0 9 4 382.7 ft2
I
0 0 0.8 0
7 W Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0
8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 29 0 9 4 270.7 ft2
I
0 0 0.8 0
9 - Garage Frame - Wood 1st Floor 11 27 6 9 4 256.7 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value I Width Height Area
Ft In Ft In
1 E Insulated 1 st Floor None 39 I3 8 24 ft2
2 Wood 1st Floor None 39 12 8 8 21.3 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Omt 10 Frame Panes NFRC U-Factor SHGC Imp Area Depth' Separation Int Shade Screening
1 N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
2 N 1 Metal Low-E Double Yes 0.54 0.25 N 12.0 f12 1 ft 0 in 1 ft 4 in Drapes/blinds None
3 E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
4 E 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
5 E 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 5 ft 4 in 1 ft 4 in Drapes/blinds None
6 S 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
7 S 5 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
8 S 6 Metal Low-E Double Yes 0.54 0.25 N 16.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
9 S 6 Metal Low-E Double Yes 0.54 0.25 N 4 0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
10 W 7 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
11 W 7 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft- 1 it 0 in 1 ft 4 in Drapes/blinds None
12 W 8 Metal Low-E Double Yes 0.55 0.22 N 40.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
13 W 8 Metal low-E Double Yes 0.58 0.29 N 64.0 ft2 8 ft 0 in 1 ft 4 in None None
14 W 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
8/6/2018 7:45 PM EnergyGauge® USA Section R405.4.1 Compliant Software I Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 394 ft2 394 ft2 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 .3778 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:9 39 k8tu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 41 kStu/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
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
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 It Attic 99.3 ft2 Prop. Leak Free 2nd Floor --- cfm 62 6 cfm 003 050 1 1
8/6/2018 7:45 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling[ ]Jan
Heatin[X1 Jan
Feb
Feb
MarEMar
Apr
Ar
Ma
May
Jun
Jun
Jul
Jul
AugSe
AuSep
Oct
Oct
Nov
Nov
Dec
Dec
Venting[) Jan l Feb Mar Apr May Jun Jul Aug Se Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 1st Floor
Default 8 Ibs/s .ft. 0 ft2 0 ft 0.3 2nd Floor
Name:
Rating Compant:
Signature:
Date:
8/6/2018 7:45 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: Permit Number:
Sanford, FL,
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct b8fore final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.'
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelolbe 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 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
8/6/2018 7:46 PM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory): Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance .
with the times when heated water is used in the occupancy.
8/6/2018 7:46 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 /2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage lank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (381C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
1R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safely factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Vmin. a. When tested in accordance with HVI Standard 916
8/6/2018 7:46 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
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.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat -pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatoryphe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0
c) AHU location Attic/Attic
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 4 13. Cooling system: Capacity 41.0
a) Split system SEER 16.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 2087 d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average) 7a. 0.555
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.246 14. Heating system: Capacity 39.0
c) Area 7c. 243.0 a) Split system heat pump HSPF 9.0
b) Single package heat pump HSPF
8. Skylights c) Electric resistance COP
a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE
f) Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b. 11.0 15. Water heating system
c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90
b) Gas fired, natural gas EF
10. Wall type and insulation: c) Gas fired, LPG EF
A. Exterior: d) Solar system with tank EF
1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF
2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec%
B. Adjacent: g) Other
1. Wood frame (Insulation R-value) 1061. 11.0
2. Masonry (Insulation R-value) 10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 11 a. 30.0 b) Cross ventilation No
b) Single assembly 11b. c) Whole house fan No
c) Knee walls/skylight walls 11c. d) Multizone cooling credit
d) Radiant barrier installed 11 d. No e) Multizone heating credit
f) Programmable thermostat Yes
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, 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
Lbecompleted
based on i compliant features.
Builder Signatur Date: I.S/
Address of New Homer l `lob X)iG4 Cnn [` City/FL Zip: Sanford, FL 3d%%3
8/6/2018 7:46:13 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 73 Tribeca B Alt Mbth RHG - E Builder Name: Park Square Homes
Street: Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number: YU
Owner: Jurisdiction: 691500 Wx
Design Location: FL, Sanford U
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attics aces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Pytantl behind p4pong and wiring-
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
8/6/2018 7:46 PM EnergyGaugeO USA FBC 61h Edition (2017) Compliant Software Page 1 of t
Project Summary
N Entire House
One Stop Cooling and Heating
7225 Sardscove Cout, W irter Park FL 32792 Phore• (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com Ucerse: CAC032444
For: Paark Square Homes
Notes:
Weather:
Winter Design Conditions
Outside db 44 OF
Inside db 68 OF
Design TD 24 OF
Heating Summary
Structure 18399 Btuh
Ducts 2797 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21196 Btuh
Infiltration
Method
Construction quality
Fireplaces
Orlando Executive AP, FL, US
Simplified
Average
0
Heating Cooling
o uAreame ft3) 197 6 7196 Air
chargesfiour 0.41 0.21 Equiv.
AVF (cfm) 135 69 Heating
Equipment Summary Make
Trane Trade
TRANE Model
4TW R6042H1 AHRI
ref 7563302 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 29 OF 9
HSPF 39000
Btuh @ 47°F 0
OF 0
cfm 0
cfm/Btuh 0.
50 in H2O Job:
Tribeca B RHG Alt Mbth Date:
07/01/2017 By:
LF/LM M
Summer
Design Conditions Outside
db 93 OF Inside
db 74 OF Design
TD 19 OF Daily
range L Relative
humidity 50 Moisture
difference 46 grAb Sensible
Cooling Equipment Load Sizing Structure
21494 Btuh Ducts
9420 Btuh Central
vent (0 cfm) 0 Btuh none)
Blower
0 Btuh Use
manufacturers data n Rate/
swinq multiplier 0.98 Equipment
sensible load 30172 Btuh Latent
Cooling Equipment Load Sizing Structure
3150 Btuh Ducts
1924 Btuh Central
vent (0 cfm) 0 Btuh none)
Equipment
latent load 5074 Btuh Equipment
Total Load (Sen+Lat) 35246 Btuh Req.
total capacity at 0.75 SHR 3.4 ton Cooling
Equipment Summary Make
Trane Trade
TRANE Cond
4TWR6042H1 Coil
TEM6A0C42H41++TDR AHRI
ref 7563302 Efficiency
13.0 EER,16 SEER Sensible
cooling 30750 Btuh Latentcooling
10250 Btuh Total
cooling 41000 Btuh Actual
air flow 1367 cfrn Air
flow factor 0.044 chTtauh Static
pressure 0.50 in H2O Load
sensible heat ratio 0.86 Calculations
approved byACCAto meet all requirements of Manual J 8th Ed. wrigFrrtsort-
2018-Aug-0S 21 U3.18 Comfort
Bolder by W rightso1118.0.19 RSLI30040 Page l adrora
8 LHG - E\Tribeca 8 Alt Moth RHG - E.n.p Calc - MJ8 Frort Door faces: E
ONE
All Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandscove Court. Winter Park FL 32792 Phons: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopGooling.com Ucerse: CAC032444
Jab: Tribeca B RHG Alt Mbth
Date: 07/01 /2017
By. LF/LM
1 Room name Entire House FOY
2 E*osed wall 274.5 It 185 ft
3 Room height 9.1 It d 93 ft heat/cool
4
5
Room dimensions
Room area 2165.0 IF
1.0 x 73.0 ft
730 W
Ty Construaon
number
U•value
Btuh4F-+)
Or HTM
BWW
Area (IF)
or perimeter (11)
load
Bluh)
Area OF)
or perimeter (ft)
Load
Bluh)
Heat Cool Gross N/P1S Heat Cool Gross NIPIS Heat Cool
6 V)/
L--(
1213-0s6v
485-2fm
13A-4ocs
0.097
0.540
0.143
n
n
n
2.31
12.85
340
2,89
13.78
3.00
446
16
326
430
0
326
992
206
1108
1239
220
975
0
0
0
0
0
0
0
0
0
0
0
0W
1 1
12B-09w
4A5-2om
0.097
0.550
a
a
231
13.09
2.89
2755
261
15
234
0
540
196
675
413
0
0
0
0
0
0
0
0
G
4B5-2hn
13A-40cs
485-211m
0.540
0.143
0.540
a
a
a
12.85
3.40
12.85
29.73
300
1378
12
93
4
0
65
8
154
221
51
357
195
55
0
56
0
0
32
0
0
108
0
0
95
0
p 11 DO
12B-Osw
0.390
0.097
a
s
928
231
1254
2.89
24
446
24
427
223
985
301
1231
24
0
24
0
223
0
301
0
4A5-2om
4B5.21m
13A-40cs
0.550
0.540
0.143
s
s
s
13.09
1225
3.40
13.72
13.78
3.00
15
4
405
25
8
389
196
51
1322
206
55
1164
0
0
116
0
0
112
0
0
382
0
0
336
485-21n
485-2hn
0.540
0.540
s
s
12.85
12.85
13.78
15.08
12
4
24
0
154
51
165
60
0
4
0
0
0
51
0
60ICCC'
VV JJ
I--G
1213-0sw
4A5.2om
485-2fm
485.2(m
13A•40cs
4A5-2om
0.097
OS50
0.540
0.540
0.143
0.550
w
w
w
w
w
w
231
13.09
1225
12.85
3.40
1309
2.89
27.55
2973
2973
3.00
2755
261
30
4
8
270
40
219
0
0
0
166
0
506
393
51
103
564
524
632
827
119
238
496
1102
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
II--G
Vjl
I--G
I-G
P
4A5.2omd
12C-Os6v
0.580
0 091
w 1380
2.17
24.10
1.57
64
256
85
234
883
508
1542
368
0
0
0
0
0
0
0
0
LD 11 DO
168.30ad
0.390
0032
n 928
0.76
12.54
1.78
21
1281
21
1281
198
976
267
2282
0
51
0
51
0
39
0
91C
F 19A-Obscp 0295 2.64 2.06 131 131 346 271 0 0 0 0
F 19C-190= 0.049 0.40 032 181 181 73 57 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 969 118 3300 0 73 19 520 0
6 c) AED exauson 1721 27
Envelope losygain 14876 17234 1323 856
12 a) Infiltration 3523 1410 242 97
b) Room wnblabon 0 0 0 0
13 Intemalgains: Ooaipants@ 230 5 1150 0 0
Appliancesfother 1700 0
SubbAW (lines6 to 13) 18399 21494 1565 953
Less exbemalload 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 1565 953
14 Scblotal 18399 21494 0 0
15 Duct loads 15% 44% 2797 9420 15% 44°/ 0 0
Total room load 21196 3M14 0 0
Air required (dim) 0 IX7 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr ghtsoft- 2018-Aug-0521103:18
Comfort Bulder by Wrighsoft 18.0 19 RSU30040 Page 1
adrora 8 LHG - E\Tribea 8 All Mbth RHG - E.rtp Calc - M.18 Front Door faces: E
ONEr
Right-J® Worksheet
O.. Entire House
One Stop Cooling and Heating
7225 Sardscove Carl, Wirter Parr FL 32792 Phore (407) 629 - 6920 Fax, (407) 629.9307 Web wwwOreStopCoofirg com Licerse: CAC032444
Job: Thbeca B RHG Alt Mbth
Date: 07/01 /2017
Bar- LF/LM
1 Room name HALL WED
2 Eposed well 4.0 Q 285 It
3 Room height 9.0 It heakool 9.0 It heat/000l
4
5
Room dimensions
Room area
1.0 x 1620 It
1620 It=
10 x 213.0 ft
213.0 IF
Ty Condon U-value Cr HTM Area (fl) Load Area (fF) Load
number BtuW*q I or perimeter (R) BWh) or perimetear (R) BWh)
Heat Cool Gross Npr,, Heat Cool Gross NIPS Heat Cool
6 VJ/
G
12&O9N 0.097 n 231 2.89 0 0 0 0 0 0 0 0
4B5-21m 0.540 n 1225 13.78 0 0 0 0 0 0 0 0
W 13A-40cs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
1 1
Val
F
128-Osw
4AS-2om
0.097
0.550
a
a
231
13.09
2.89
27M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
l-! 485.2hn
13A-4ors
485.2trn
0.540
0.143
0 540
a
a
a
12.85
3.40
12.85
29.73
3.00
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1Ql
11D0
12B-Os6v
0390
0.097
a
s
928
231
12.54
2.89
0
36
0
36
0
83
0
104
0
122
0
122
0
280
0
351
4A5.2om
485-21n
0.550
0.540
s
s
13A9
12.85
13.72
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I----GG
y/ 13A•40 s 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
485-21n 0.540 s 1285 13.78 0 0 0 0 0 0 0 0
485.2trn 0.540 s 1225 15.08 0 0 0 0 0 0 0 0
1213-09w 0.097 w 231 2.89 0 0 0 0 135 105 242 303
4A5-2om
485-21m
0.550
0.540
w
w
13.09
12.85
2755
29.73
0
0
0
0
0
0
0
0
30
0
0
0
393
0
827
0
yJ
485-21m
13A-40rs
4A5-2om
0.540
0.143
0.550
w
w
w
12,85
3.40
13.09
29.73
3.00
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PII --
L-D
4A5.2omd
12C-09w
0.580
0.091
w 1380
2.17
24.10
1.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1100
168-30ad
0390
0.032
n 928
076
1254
1.78
0
162
0
162
0
123
0
288
0
213
0
213
0
162
0
379C
F 19A-Obstp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19a= 0.049 0.40 0.32 26 26 11 8 0 0 0 0
F 22A-Ipm m80 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED exansion 15 254
Envelope losstgain 217 386 1078 2114
12 a) Infiltration 51 20 361 144
b) Room ventilation 0 0 0 0
13 trroemalgains: 0xupants@ 230 0 0 2 460
Appliances/olher 0 0
SWo3tal(lines 6to13) 268 406 11439 2718
Less wanal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 268 406 18 27
14 Subtotal 0 0 1457 2745
15 Dud loads 15% 441/6 0 0 15% 449/ 221 1203
Total room load 0 0 1678 3949
Air required (dm) 0 0 1 1 01 175
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
t• wr gf tsoft- 2018-Arg-0S 21 U3:18
Comfort Bolder by W rightsolt 18.0.19 RSLI30040 Page 2
adrona 8 LHG - STribeca BAIL Mbth RHG - E.rtp Calc - Ml8 Frort Door faces: E
ON OP
Right-JO Worksheet
w- Entire House
One Stop Cooling and Heating
7225 Sardscove Coot, Wirier Park FL 32792 Phone: (407) 629 - 6920 Fax- (407) 629. 9307 Web: wwwOneStopCoolirg com License CAC032444
Jab- Tribeca B RHG Alt Mbth
Date: 07/01 /2017
By. LF/LM
1 Room name fveTH MTO1
2 Exposed well 115 R 3.5 R
3 Room height 9.0 R heatkool 9.0 R healbool
4
5
Room dmerGons
Room area
1.0 x 136.1 R
136.1 Re
1.0 x 17.4 ft
17A fF
Ty Construction U•value Or HTM Area (fF) Load Area (R) Load
number etuht - 9 or penmeler (R) Bluh) or perimeter (R) BWh)
Heat Cool Gross NIPS Heat Cod Gross N/PrS Heat I Cool
6 W1
I--(
12&Os6v
485-2Rn
13A-40cs
0097
0.540
0.143
n
n
n
231
12.85
3.40
2.89
13.78
3.00
54
0
0
54
0
0
125
0
0
156
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11
12&09w
4A5-2om
0.097
0550
a
a
231
13.09
Z89
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.21m
13A-40cs
485.21m
0540
0.143
0.540
a
a
a
12.85
3.40
12.85
2973
3.00
1378
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO
128-09w
0390
0.097
a
s
928
231
1254
2.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4B5-2(m
13A•4ocs
0.550
0540
0.143
s
s
s
13.09
12ES
340
13.72
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485-21m
4B5-2fm
0 540
0.540
s
s
12.85
12.85
13.78
15.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0LLL---GGG
qJ 12B-09w
4A5-2om
485.21m
0.097
0550
0540
w
w
w
231
13.09
12.85
289
27.55
2973
50
0
0
50
0
0
114
0
0
143
0
0
32
0
4
28
0
0
63
0
51
79
0
119
G
I----GG
y/
485.2fm
13A-40cs
4A5-2orn
0.540
0.143
0.550
w
w
w
12.85
3.40
13.09
2973
3.00
2755
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-G
P
LD
4A5-2Dmd
12C-Osuv
0 580
0091
w 13.80
2.17
24.10
1.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1100
168-30ad
0390
0032
n 928
0.76
12.54
1.78
0
136
0
136
0
104
0
242
0
17
0
17
0
13
0
31C
F 19A-Obscp 0295 2.64 206 87 87 228 178 9 9 24 19
F 19C-19c = 0 049 0.40 032 0 0 0 0 0 0 0 0
F 22A-lpm 1.180 28D8 0.00 0 0 0 0 0 0 0 0
6 c) AED excur9on 271 1 43
Emoelope loss(gain 571 692 152 291
12 a) Infiltration 146 58 44 18
b) Room ventilation 0 0 0 0
13 Inwmalgams: O=pants@ 230 0 0 0 0
Appliancesiother 0 0
subtotal (lines (51D 13) 716 750 197 309
Lessexlemal bad 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Stbbtal 716 750 197 309
15 Duct loads 15%1 441/6 109 329 151/ 441/ 30 135
Trial room load I 8251 1079 227 444
Air required (dm) 0 481 01 20
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wr ghtsoft_ 2018-Aug-052103:1845 '^ Comfort Builder by W dgtmoR 18.0.19 ASLI30040 Page 3
adrona 8 LHG - STribeca 8 All Mbth RHG - E.r p Calc - M18 Front Door faces. E
O
Right-JO Worksheet
ONAirS Entire House
One Stop Cooling and Heating
7225 Sardscove Coot• Winer Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Uoerse: CAC032444
Job: Tribeca B RHG Alt Mbth
Date: 07/01 /2017
By. lF/t.M
1 Room name KWIC BEDS
2 E*osed well 125 ft 11.0 ft
3 Roan height 9.0 ft heatk ool 9.0 It heakool
4
5
Room dimensions
Roan area
1.0 x 355 ft
355 fR
14D x 11.0 ft
154.0 fF
Ty Conshoon U-value Cr HTK Area (F) Load Area (11F) Load
number BtuFNle-°F) I or perimew (ft) Btuh) or perimeter (1) BWh)
Heat Cool Cross N/P/S Heat Cool Gross WP/S Heat Cod
6 W!
G
126-09w
485-21m
0.097
0.540
n
n
221
12.85
2.89
13.78
68
0
68
0
156
0
195
0
99
12
87
0
201
154
251
165
W 13A-40 s 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
JJ
G
12B-0sw 0.097 a 231289 0 0 0 0 0 0 0 0
11 4A5-tom 0550 a 13.09 27.55 0 0 0 0 0 0 0 0
I- G 4B5-2hn 0S40 a 12.85 29.73 0 0 0 0 0 0 0 0
y/ 13A•40 s 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
485-2hn 0S40 a 12.85 13.78 0 0 0 0 0 0 0 0
L fp 11 D0 03M a 928 12.54 0 0 0 0 0 0 0 0
12B-09w 0.097 s 231 2.89 0 0 0 0 0 0 0 0
4A5.2om
485-2hn
0550
0540
s
s
13.09
1225
13.72
13.78
0,
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4os 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
485.2kn 0540 s 12.85 13.78 0 0 0 0 0 0 0 0
485-21n 0540 s 12.85 15.08 0 0 0 0 0 0 0 0
12B-0sw 0.097 w 231 2.89 45 37 85 107 0 0 0 0
4A5.2om
4B5-21m
0.550
0.540
w
w
13.09
12.85
27.55
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.21m 0-w w 12.85 29.73 8 0 103 238 0 0 0 0
13A-40cs
4A5.2om
0.143
0550
w
w
3.40
13.09
3.00
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2omd
12C-0sw
0.580
0.091
w 13.80
2.17
24.10
1.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
LD 1100
1613-30ad
0.390
0.032
n 928
0.76
12.54
1.78
0
36
0
36
0
27
0
63
0
154
0
154
0
117
0
274C
F 19A4bscn 0295 2.64 2.06 36 36 94 73 0 0 0 0
F 19C-19a= 0.049 0.40 032 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) AED exurrsion 79 34
Envelope lossrgain 465 755 472 656
12 a) Whradon 158 63 139 56
b) Roan ventilation 0 0 0 0
13 Internal gains: 002pant5@ 230 0 0 1 230
ApplWwes/other 0 0
Stbtoial (lines 6 b 13) 623 818 612 942
Less e4Bmal load 0 0 0 0
Less transfer 0 0 0 0
Redslribulion 0 0 82 125
14 Subtotal 623 818 694 1067
15 Duct loads 1151/4 440/a 95 359 150/ 44% 105 468
Total room load 718 1177 799 1535
Air required (dm) 0 52 1 0 68
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r- wr`ghts t=- 2018-Atg-05 2103:18
A Comfort Bolder by Wrightsoft 18.0.19 RSLI30040 Pape 4
adrone 13 LHG - E\Tribeca BAIL tvlbth RHG - E.rtp Calc - Ml8 Front Door faces: E
ONE
Right-M Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCootirg com License: CAC032444
Job: Tribeca B RHG Alt Mbth
Date: 07/01/2017
By- LF/LM
1 Room name BED2
2 Exposa. Adl 13.0 ft 0 t1
3 Room height 9.0 R heattool 9.0 ft heaftol
4
5
Room dimensions
Room area
1.0 x 138.5 R
1385 fF
55 x 3.0 It
165 fF
Ty Corstrtxlon U-value Cr HTM Area (fF) Load Area (W) Load
number BWh4fL*9 BWhAF) or perimeter (ft) Bfuh) or perimeter (It) Btuh)
Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool
6
C
12B-0sw
485.21n
13A•40cs
0.097
o.54o
0.143
n
n
n
2.31
12.85
3.40
2.89
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11
q! 1213-09N
4A5-2om
0.097
0.550
a
a
231
13.09
229
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G 4135.2hn
13A-40 s
485.21m
0.540
0.143
0.540
a
a
a
12.85
3.40
12.85
29.73
3.00
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1100
126.09N
0390
0.097
a
s
928
2.31
12.54
2.89
0
117
0
102
0
235
0
294
0
0
0
0
0
0
0
0
4A5.2om
485.21m
13A-40 s
0.550
0.540
0.143
s
s
s
13.09
12.85
3.40
13.72
13.78
3.00
15
0
0
12
0
0
196
0
0
206
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.21m
4B5.2fm
0.540
0.540
s
s
12.85
1225
13.78
15.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
128-05w
4A5-2om
4BS-21m
0.097
0.550
0.540
w
w
w
231
13.09
12.85
289
27.55
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
485.21m
13A-400S
4A5.2om
0.540
0.143
0 550
w
w
w
1225
340
13.09
29.73
3.00
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-G
P
L-D
4A5.2omd
12C•0sw
0 580
0.091
w 13.80
2.17
24.10
1.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11130
16B-30ad
0.3W
0.032
n 928
0.76
12.54
1.78
0
139
0
139
0
105
0
247
0
17
0
17
0
13
0
29C
F 19A-0bstp 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19csm 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) AED excursion 34 1
Emelope bsstain 537 713 13 28
12d a) hfit aCon 165 66 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Om parts @ 230 1 230 0 0
Applianoes/odw 0 0
Subtotal (lines 6 to 13) 702 1009 13 28
Less eMmal bad 0 0 0 0
LessVansfer 0 0 0 0
Redis7ibudon 52 87 13 28
14 Subtotal 754 1097 0 0
15 Duct loads 15% 44-/ 115 481 150% 4411/6 0 0
Total room bad 869 1577 0 0
Air required (dm) 0 70 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wNg+tsof!- 2018•Aug-052193:18
cw Comton Bolder by WrigH oll 18.0.19 RSLI30040 Page 5
adrone B LFIG . E\Tribeca BAIL Mblh RHG . E.rtp Calc - MJS Front Door faces: E
Right-J® Worksheet Job: Tribeca B RHG AkMbth
ONE STOP Entire House Date: 07/01/2017
One Stop Cooling and Heating
air LF/LM
7225 Sards000e Court, Winter Park A. 32792 Phone. (407) 629 - 6920 Fax (407) 629. 9307 Web: wwwOneStopCootirg.com Ucer se: CAC032444
1 Room name LAUN 9TH2
2 F osed wall 145 R 6.0 R
3 Room height 9.0 1t heat/aool 9.0 It heat/aool
4
5
Room dimensons
Room area
6.0 x 85 ft
51.0 IF
6.0 x 6.0 R
36.0 IF
Ty Construmon U-value Or HTM Area (IF) Load Area (fF) Load
number Bl uhAF *q BQuhAF) or perimeter (R) Bt uh) or perimeter (11) Bauh)
Heat Cool Gross NAS Heat Cod Gross N/ps Heat Cod
6 t1213-09N 0.097 n 231 2.89 0 0 0 0 54 54 125 156
485.21n 0.540 n 12.85 13.78 0 0 0 0 0 0 0 0
W 13A-40cS 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0
Vpl 128-09N 0.097 a 221 2.89 54 54 125 156 0 0 0 0
11 4A5-2om 0.550 a 13.09 2755 0 0 0 0 0 0 0 0
I-C 485-2fm 0540 a 12.85 29.73 0 0 0 0 0 0 0 0
13A-40rs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
485.21m 0 540 a 12.85 13.78 0 0 0 0 0 0 0 0
11 DO 0 390 a 928 1254 0 0 0 0 0 0 0 0
1213-09H 0.097 s 231 2.89 77 73 167 209 0 0 0 0
4A5-2om 0.550 s 13.09 1372 0 0 0 0 0 0 0 0
485.21m 0.540 s 12.85 1378 4 4 51 55 0 0 0 0
v)I 13A-40s 0.143 s 3.40 300 0 0 0 0 0 0 0 0
4B5-2fm 0.540 s 12.85 1378 0 0 0 0 0 0 0 0
I-GG 485-2hn 0.540 s 12BS 15.08 0 0 0 0 0 0 0 0
1q/ 12B-Os6v 0.097 w 231 2. 0 0 0 0 0 0 0 0
4A5-2om OS50 w 13.03.09 275555 0 0 0 0 0 0 0 0
4B5-2fm 0.540 w 12AS 29.73 0 0 0 0 0 0 0 0
4B5-21m 0.540 w 12.85 29.73 0 0 0 0 0 0 0 0
13A-40r5 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 2755 0 0 0 0 0 0 0 0
4A5-2omd O.580 w 13.80 24.10 0 0 0 0 0 0 0 0
P
D
12C-Osw 0.091 2.17 1.57 0 0 0 0 0 0 0 0
11D0 0390 n 928 12.54 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.76 1.78 51 51 39 91 36 36 27 64
F 19A-Obscp 0295 264 2.06 0 0 0 0 0 0 0 0
F 19C-19= 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) AED excursion 38 9
EffA4gx loss/gain 382 473 152 211
12 a) hfittration 184 73 76 30
b) Room oentlaton 0 0 0 0
13 Internal gains Oomupants @ 230 0 0 0 0
Appliancesicittw 500 0
Subbtal (lines 6 to 13) 566 1046 228 242
Lesseudemal bad 0 0 0 0
Less transfer 0 0 0 0
Redstribution 538 830 31 47
14 Subtotal 1104 1877 259 288
15 Duct loads 154% 441/ 168 822 15% 44% 39 126
Total mom load 1 1272 2699 1 415
Air required ((*n)0 119 0 18
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
F wriaftemolt- 2018-Aug-0521:03:18
Comfort Binder by Wrightsof118 0.19 RSU30040 - Page 6
adrona 8 LHG - E\Tdbeca 8 Alt Mblh RHG - E.rtp Calc - MI8 Front Door faces. E
ONI
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandscove Cart Winter Park FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629.9307 Web: www.OreSlopCoolirg com License: CAC032444
Job: Tribeca B RHG Alt Mbth
Date: 07/01 /2017
By. LF/LM
1 Room name TOl2 BED4
2 EVosedwell 6.0 It 36.0 ft
3 Room height 9.0 It heaVbool 9.0 It heaVbod
4
5
Room dimensions
Room area
6.0 x 6.0 ft
36.0 11F
1.0 x 146.3 R
1463 tF
Ty Corlstrudon
number
U-value
BtuhAF-°g
Or HTM
BWFv1F)
Area (F)
or perimeter (R)
Load
Btuh)
Area (fM
or perimeter (R)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Nt12&Osw
485-2hn
13A-40s
0097
0.540
0143
n
n
n
2.31
12A5
3.40
2.89
13.78
3.00
54
4
0
50
0
0
115
51
0
144
55
0
117
0
0
117
0
0
270
0
0
338
0
0
G
W
11
1213-09w
4A5-2om
0.097
0.550
a
a
231
13.09
289
2755
0
0
0
0
0
0
O
0
113
15
98
0
225
196
281
413
I-G 41215.21n
13A-40 s
485.21rn
0.540
0.143
0.540
a
a
a
12.85
3.40
12.85
29.73
3.00
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
v
11 DO
128-09w
0390
0.097
a
s
928
231
12.54
2.89
0
0
0
0
0
0
0
0
0
95
0
95
0
218
0
273
4A5-2om
485-21M
13A-40s
0 550
0 540
0.143
s
s
s
13.09
12.85
3.40
13.72
13.78
300
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-C
TC'
v
485-21rn
485-21m
0.540
0.540
s
s
12.85
12.85
13.78
15.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-C
I-C
12B-Osw
4A5-tom
4B5.2fm
0.097
0.550
0.540
w
w
w
231
13.09
12AS
289
27.55
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TEi485-21m
13A•40s
4A5-2om
OS40
0.143
0.550
w
w
w
12AS
3.40
13.09
29.73
3.00
2755
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-G
P
4A5.2omd
12C-Osw
0.580
0091
w 13.80
2.17
2410
1.57
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LD 1160
168-30ad
0.390
0 032
n 928
0.76
1254
178
0
36
0
36
0
27
0
64
0
146
0
146
0
n 1
0
260c
F 19A-Obsoa 0295 264 2.06 0 0 0 0 0 0 0 0
F 19C•19csm 0.049 040 0.32 9 9 4 3 146 146 59 46
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 10 9
Errvelope Ioss(gaan 198 256 1080 1621
12 a) Infiltration 76 30 456 182
b) Room ventilation 0 0 0 0
13 Internal gains Omipants @ 230 0 0 1 230
Applianoesbther 0 0
Subtotal (lines 6 b 13) 274 286 15% 2033
Less e)Wmalload 0 0 0 0
Less transfer 0 0 0 0
Redisfibu8on 31 47 46 70
14 SubbAW 305 333 1582 2103
15 Dud loads 15°/ 44% 46 146 15% 44°/ 240 922
Total room loci 351 479 1823 3025
Air required (dm) 0 21 0 134
Calculations approved bVACCA to meet all requirements of Manual J 8th Ed.
f- wrr ghtsofrt 2018-Avg-0521.03:18
c """ """""-'• Comfort Bolder by W rightsod 18.0.19 RSU30040 Page 7
adrora B LHG • E\Tnbeca BAIL Mblh RHG • E np Calc = Ml8 FrontDoor hoes: E
ON
Right-J® Worksheet
ST Entire House
One Stop Cooling and Heating
7225 Sardscove Coot Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg oum License: CAC032444
Job: 7Hbeca B RHG Alt Mbth
Date: 07/01/2017
By. LF/LM
1 Room name STR2 DIN
2 EVosed well 105 It 23.0 R
3 Room height 9.0 It heattool 93 ft heavlood
4
5
Room dmerLvons
Room area
135 x 4.0 ft
54.0 IF
12-5x 105 ft
1313 IF
Ty Consrttdon U-value Or HTM Area (fF) Load Area (IF) Load
number EhjW*g BWFvIF) or penmeter (ft) BWh) or penmeter (ft) Bvh)
Heat Cool Gross NMS Heat Cool Gross NIPS Heat Cool
6 t12B-Osw
G
0.097 n 231 2.89 0 0 0 0 0 0 0 0
41215.21rn 0540 n 12.85 13.78 0 0 0 0' 0 0 0 0
W 13A-40cs 0.143 n 3.40 300 0 0 0 0 98 98 332 293
G
t26-Osw 0.097 a 231 2.89 95 83 190 238 0 0 0 0
11 4A5.2om 0550 a 13.09 27.55 0 0 0 0 0 0 0 0
t-G 4135.2fm 0.540 a 12.85 29.73 12 0 154 357 0 0 0 0
13A-40(s 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0
4135.21m 0.540 a 12.85 13.78 0 0 0 0 0 0 0 0
11 DO 0390 a 928 1254 0 0 0 0 0 0 0 0
yJ 1213-09w 0.097 s 231 2.89 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
485.21m 0.540 s 12.85 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
485.2fm
4135.21m
0.540
0540
s
s
12.85
12.85
13.78
15.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12B-096V 0.097 w 231 2.89 0 0 0 0 0 0 0 0
4A5.2om
4135.21rn
0550
0.540
w
w
13.09
12.85
27.55
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5.2ftn
13A-4ocs
4A5.2om
0.540
0.143
E5
w
w
w
12.85
3.40
13.09
29.73
3.00
27.55
0
0
0
0
0
0
0
0
0
0
0
0
0
116
0
0
52
0
0
178
0
0
157
0
1ql
I_-_GG
P
L-D
4A5.2omd
12C-09w
0580
0.091
w 13SO
Z17
24.10
1.57
0
0
0
0
0
0
0
0
64
0
43
0
883
0
1542
0
1160
168.30ad
0390
0.032
n 928
0.76
12.54
1.78
0
54
0
54
0
41
0
96
0
0
0
0
0
0
0
0C
F t9A-03stp 02% 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19aw 0.049 0.40 0.32 0 0 0 0 0 0 0 0
F MA-Ipm 1.180 28.08 0.00 0 0 0 0 131 23 646 0
6 c) AED excursion 55 1254
Emelope loss/gain 386 746 2040 3246
12 a) Irfiftradon 133 53 301 120
b) Room vendlauon 0 0 0 0
13 Internal gains: 0oMvarM@ 230 0 0 0 0
Applianoes(oiher 0 0
Subtotal (lines 610 13) 519 800 2340 3366
Less exM al load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 519 4800 0 0
14 Subtotal 0 0 2340 33M
15 Ducatoad5 15% 449/ 0 0 15% 44% 356 1475 Total
room load 0 0 2696 4841 Air
regcnred (rfi1) 0 0 0 214 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Comfort
Builder by W righlsoft 18 0 19 RSU2018-Aug-05 21 A3.1830040 Page 8adronla8
LHG - E\Tribeca BAIT Mblh RHG - E.np Catc - M18 Front Door faces: E
ONIE STOP
Right-J® Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsoove Coot, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com License: CAC032444
Job: Tribeca B RHG Alt Mbth
Date: 07101 /2017
By. LF/LM
1 Room name LATH KIT
2 EVosedwall 58.0 R 14.0 R
3 Room height 93 R healkool 93 R heattol
4
5
Room dimensions
Room area
1.0 x 4415 R
4415 IF
1.0 x 221.0 R
221.0 Rz
Ty Cor=mon U-value Or HTM Area (IF) Load Area (RF) Load
number BWh4,-'n BIuFvIF) or penmeter (R) Btuh) or perimeter (R) Btuh)
Heat Cool Gross N/PiS Heat Cool Grass N/P/S Heat I Cool
6 1213-09w
4B5.21m
13A•40cs
0.097
0.540
0.143
n
n
n
231
12.85
3.40
2.89
13.78
3.00
0
0
98
0
0
98
0
0
332
0
0
293
0
0
130
0
0
130
0
0
443
0
0
390W
11
1213-0s6v
4A5.2om
0.097
0.550
a
a
231
13.09
2.89
2755
0
0
0
0
0
0
0
0
0
0
0
0
0
0'
0
0
485-2hn
13A•400s
485.2fm
0.540
0.143
0.540
a
a
a
12.85
3.40
12.85
29.73
3.00
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1100
128-Osry
03W
0.097
a
s
928
231
12.54
2.89
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
485.21m
13A-40 s
OSM
0.540
0.143
s
s
s
13.09
12.85
3.40
13.72
13.78
3.00
0
0
288
0
0
276
0
0
940
0
0
828
0
0
0
0
0
0
0
0
0
0
0
0
GG
485-2hn
485.2hn
OS40
O.540
s
s
12.85
12.85
13.78
15.08
12
0
12
0
154
0
165
0
0
0
0
0
0
0
0
0
1213-09v
4A5-2om
4135.21n
465.2m
13A-40 s
4A5.2om
0.097
0.550
OS40
0.540
0143
0.550
w
w
w
w
w
w
231
13D9
12.85
12.85
3.40
13.09
2.89
27.55
29.73
29.73
3.00
27.55
0
0
0
0
153
40
0
0
0
0
113
0
0
0
0
0
386
524
0
0
0
0
340
1102
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LI-(
yJ
C
L-c^ 4A5.2omd
12C•O9w
0.580
0.091
w 1380
2.17
24.10
1.57
0
0
0
0
0
0
0
0
0
60
0
39
0
85
0
61P
11DO
1613-30ad
0"
0.032
n 928
0.76
1254
1.78
0
0
0
0
0
0
0
0
21
0
21
0
198
0
267
0C
F 19A-0 xM 0295 2.64 2.06 0 0 0 0 0 0 0 0
F 19C-19a w 0.049 0.40 032 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 442 58 1629 0 221 14 393 0
6 c) AED excursion 310 70
Ernelope loss(gain 3966 3037 1119 649
12 a) InfitUdon 758 304 183 73
b) Room wMlaoon 0 0 0 0
13 Internal gain& Ooapanls@ 230 0 0 0 0
Appliances odw 0 1200
Subootal (lines 61013) 4724 3341 1302 19M
Less extemalload 0 0 0 0
Less trarder 0 0 0 0
Redistribution 655 403 171 120
14 Stblodl 5379 3743 1473 2042
15 Duct loads 15%, 44% 818 1641 150% 44% 224 895
Total room load I 61971 5384 1697 2937
Air required (dim) 0 238 1 0 30
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wreghts- - 2018-Arg-052103:18
Comfort Sulder by Wrightso1118 0.19 RSLI30040 Page 9
adrore B LHG - E\Tdbera B All Mblh RFIG - E.np Calc - Ml8 Front Door laces: E
ON OIL
Right-JO Worksheet
F_...,. Entire House
One Stop Cooling and Heating
7225 Sardscove Court Witter Park FL 32792 Phore• (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg com License: CAC032444
Job: Tribeca B RHG Alt Mbth
Date: 07/01/2017
By. LF/LM
1 Room name STR1 PWDR
2 FVosedwall 0 it 4A it
3 Room height 93 it heatbod 93 it heat/ood
4
5
Roomdimensons
Room area
17D x 4.0 It
68.0 if
40 x 8.5 it
34.0 fP
Ty Corawon U•value Or HTM Area (W) Load Area (fl Load
number Eliu r-°F) BUW or perimeter (Q) BWh) or perimeter (ft) Btuh)
Heat Cool Gross NAS Heat Cool Gross N/P/S Heat Cool
6 W/
C3
12B•09w
4B5.2fm
13A•40ts
0.097
0S40
0.143
n
n
n
231
12.85
3.40
2.89
13.78
3.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12B•096v 0.097 a 231 2.89 0 0 0 0 0 0 0 0
11 4A5.2om OSW a 13D9 27.55 0 0 0 0 0 0 0 0
465.21m
13A•40rs
0.540
0.143
a
a
12.85
3.40
29.73
3.00
0
0
0
0
0
0
0
0
0
37
0
33
0
113
0
99
4B5.21m 0.540 a 1285 13.78 0 0 0 0 4 4 51 55
11 DO 0390 a 928 12.54 0 0 0 0 0 0 0 0
4)/ 12B•09N 0.097 s 2.31 2.89 0 0 0 0 0 0 0 0
4A5.2om
485-21rn
0 5M
0.540
s
s
13.09
12.85
13.72
13.78
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40rs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0
485-2fm 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0
485-2frn 0.540 s 12.85 15.08 0 0 0 0 0 0 0 0
12B-09A5-2ow 0.
5W
w 2.
55
0 0 0 0 0 0 0 0
4A5.2om
485.21m
OS50
0.540
w
w
13.093.0
12.85
27.55
29.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.21m 0S40 w 12.85 29.73 0 0 0 0 0 0 0 0
Vjl 13A-40cs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0
I----GG 4A5.2om OSM w 13.09 27.55 0 0 0 0 0 0 0 0
4A5.2omd
12C-Osw
0.580
0.091
w 13.80
2.17
24.10
1.57
0
116
0
116
0
252
0
182
0
79
0
79
0
171
0
124P
L-0 1160 0390 n 928 1254 0 0 0 0 0 0 0 0
C 168.30ad 0.032 0.76 1.78 0 0 0 0 34 34 26 61
F 19A4ascp 0295 2.64 206 0 0 0 0 0 0 0 0
F 19C•191sm 0.049 0.40 032 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28D8 0.00 68 0 0 0 34 4 112 0
6 c) AED exausion 6 13
Erhelopelosstain 252 176 474 327
12 a) Infiltration 0 0 52 21
b) Room ventilation 0 01 0 0
13 Internal gairm Oooupartts@ 230 0 0 0 0
Appliancesiodw 0 0
Subtotal (lines 6ID 13) 1252 176 526 348
Less extemalload 0 0 0 0
Lesstransler 0 0 144-Y
0 0
Redistribution 252 176 990 607
14 Subtotal 0 0 1516 954
15 Duci loads 15°/ 4411% 0 01 15°/ 231 418
Total room bad 0 0 1747 1373
Air required (cim) 0 0 1 1 01 61
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wryghtsof!- 2018-Aug-0521.03:18
CombrtBrilder by Wrigttsoll 18.0.19 RSLKi0040 Page 10 adrore
B LHG - E\Tribeca BAIT Moth RHG . E.rtp Calc = M1B FrontDoor faces: E
Static Pressure and Friction Rate Job: Tribeca B RHG Alt Mbth
07/01/2017
ONIE CCT.Entire House By,
DatLF/
LM CooYMO
AMO •TIMq LLC.- One
Stop Cooling and Heating 7225
Sardscove Court Winer Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: www0(vSl0pCoofirg.com Licerse: CA00324" Project• •
For:
Park Square Homes FL
AvailablePressure
Heating
Cooling 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 Total•
Supply
Return it)
ft) Measured
length of run -out 13 0 Measured
length of trunk 24 0 Equivalent
length of fittings 130 0 Total
length 167 0 Total
effective length 167 Friction
Heating
Cooling in/
100ft) in/100ft) Supply
Ducts 0.204 > 0.18 0.204 > 0.18 Return
Ducts 0.204 > 0.18 0.204 > 0.18 Equivalent
LengthDetails supply
4X--35, 11 A=20,11 G=5,11 G=5,11 A=20,11 G=5,11 G=5,1 A=35: Total EL=130 Return
TotalEL=O wrightsoft•
2018-Aug-05 21,0320 A..-.....-.-,
ComfoA Bolder by Wnghtsoft 18 019 RSLg0040 Page 1 re
8 LHG - STribera BAIL Mbth RHG - E.rnp Calc - M18 Frort Door faces: E
Duct S stem Su mma Job: Tribeca B RHG Alt Mbth
y ry Gate: 07/01 /2017
NE ST(P Entire House By: LF/LM
COOYIIO 00 M i1M0, LLC
One Stop Cooling and Heating
7225 Sardsoove Coot, Wirier Park FL 32792 Ph1re. (407) 629.6920 Fax: (407) 629.9307 Web wwwOreStopCoohrg oom Ucerse CAC032444
For: Park Square Homes
FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest fiction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.170/0.170 in H2O
0.204 in/100ft
0 cfm
167
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.204 in/100ft
1367 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Mal
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BED2 c 1577 0 70 0.292 6.0 Ox 0 VIFx 16.5 100.0 SO
BEDS c 1535 0 68 0.294 6.0 Ox 0 VIFx 15.5 100.0 SO
BED4 C 3025 0 134 0.280 7.0 Ox 0 VIFx 21.6 100.0 SO
BTH2 c 415 0 18 0.298 4.0 Ox 0 VIFx 14.0 100.0 SO
DIN c 4841 0 214 0.248 8.0 Ox 0 VIFx 25.0 112.0 st2
GATH C 2692 0 119 0.259 7.0 Ox 0 VIFx 24.0 107.0 st2
GATH-A c 2692 0 119 0.257 7.0 Ox 0 VIFx 25.5 107.0 st2
Krr c 2937 0 130 0.275 7.0 Ox 0 VIFx 16.5 107.0 st2
LAUN C 2699 0 119 0.293 6.0 Ox 0 VIFx 16.2 100.0 SO
MBED C 3949 0 175 0.205 8.0 Ox 0 VIFx 36.1 130.0 st3
MBTH C 1079 0 48 0.211 4.0 Ox 0 MR 31.1 130.0 st3
carol C 444 0 20 0.204 4.0 Ox 0 VIFx 36.7 130.0 st3
MWtc C 1177 0 52 0.205 4.0 Ox0 VIFx 35.5 130.0 st3
PWDR C 1373 0 61 0.270 4.0 Ox 0 VIFx 19.0 107.0 st2
T012 C 479 0 21 0.304 4.0 Ox 0 VIFx 16.9 95.0 st1
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
SO PeakAVF 0 724 0.204 677 14.0 0 x 0 VinlFlx
st2 PeakAVF 0 643 0.248 601 14.0 0 x 0 VinlFlx
so PeakAVF 0 294 1 0.204 665 9.0 0 x 0 VinlFlx st1
wrightsoft• 2018-AL05 21,0320
ComiortBinder by Wrigtboft 18.0.19 RSUi0040 Page 1 ACCK
adrore 8 LHG - E\Tribeca 8Alt Moth RHG - E.rW Calc - MJ8 Frort Door faces- E
Name
Grille
Size (in)
Htg
cfin)
Clg
cim)
TEL
M
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb2 Ox 0 0 1367 0 0 0 0 Ox 0 VIFx
W yghtsoft- 2018-Atg-05 210320
A
ComfoA Bulder by WrighLso1118.0.19 RS1A0040 page 2
adrore B LHG - E\Tribera B All Mblh RHG - E.np Cale - MA FrortDoor faces E
Level 1
1OX10.2 10X10.2
119CIM
119cfm
7" y
7"
G H 10X10.1 DIN
214 cfm
1OX8
130 cfm
7"
y
8"
FB82
Sup Riser
14"
KIT
FOY STR1
PWDR
F1 8X4
61 cfm
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
Lineset Chase — —
Condensate — - — -
Thermostat 18/8 OT
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
Job #: Tribeca B RHG Alt Mbth
Performed by LF/LM for:
Pak S4ae Hare;
FL
GARAGE
One Stop Cooling and Heating
7225Sarr5careC0n
Winer Pak, FLWM
An (4(M 629. 6920 Fac: (407) 629. 9W7
wwwOreSi[pCmingmm
Scale: 1 : 61
cardoaPh byWdj%Sdt
18.0.19 RSUM040
2018ALQ-W 21 M-.48
E\Td*= SAl M11h RHG - Eap
Level 2
F 8X4MWD
X4
cfnl 8X4
8X4
52Cf"
4,
10X10.1MBED
48chn
175 cfm MB 4 "
a"
12X12
4"
SRB
30X18
BED2
70 cUn
10X6
10 x 10
Sup Riser
14"
10X6
14" 16x16
6" 10X6 BED3
68 chn
8X46
16x16 9"
18ctm
10 x 10
1 "
a"
BTH2
woo LL 8X4
4- 21cim Mr
1367 cfm
24X18 RA STR2
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
Lineset Chase — —
Condensate — - — -
Thermostat 18/8 OT
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
9.,
7" T012
10X8
134 cfm
BED4
Zane 02mpa 1. 14
Zwe Darr W 2. W
8/pass DaTw - I(r
Job #: Tribeca B RHG Alt Mbth Scale: 1 : 61
Performed by LF/LM for:
One Stop Cooling and Heating Page 2
Pak Scwe Hanes 7225 Swd3wreC A Comfort Butler by WmgMSdt
Wirta Pak, f132732 1&0.19 FCAj30040
Ft. FIKY 201&Aug0621A3S2
fwwwD Cmif
m E\Td=a BAi n M FHG - ER p
11,
iQ
L.1V 5c P`V w\n S t Y u i ce s N
DESCRIPTION AS FURNISHED: Lot 73, WYNDHAM PRESERVE, as recorded in Plat 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 & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
REMAINDER OF LOT 7
PALMER'S DIVISION
PLAT BOOK 2, PAGE 41
S 00a18'02 " E
60.00' aG
10' FENCEI ESMT.
40.39' 40.40' 40.40'
15.67'
16.7'
m LANAI0
12.0'
15.67'
co ; LOT 73 0
rn obi
Co ctj
LOT 74
CO PROPOSED RESIDENCE Co
1986-TRIBECA-9 3.O'x4.0'
2 CAR GARAGE RIGHT u . AC
V)
w
COV'0.
ENTRY
35/-) 15.67'
9.3
JJ II
19.3'
15.67'
Ok to construct single family home WALL j
K
16
DRIVE
with setbacks and impervious area
shown on plan. 32-9'/b ;
25.2 .20•
lot 8(oTribec,a-t3, Cr91 ------ ---- ---
10' UT/L. ESMT.
rye.
pPC-l^-z56z------- ---
WALK
SETBACKS AS FURNISHED
DRAIN INLET AS
SCALED FROM
FRONT - 25'(•) DRAINAGE PLANS ,S 00916'57" E
REAR = 20'
SIDE - 5' (40' LOT) 60.00'
7.5' (60• LOT)
IO' (75' LOT)
SIDE STREET = 25• (60' & 75' LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25'
PROPOSED FINSHEO SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A MOD. QQ
PROPOSED F.F. PER PLANS 22.8• QQ
NIGHT HERON DRIVE
50' PRIVATE R/W)
LOT 72
PLOT PLAN ONLY
PLOT' PLAN AREA CALCULATIONS NOT A SURVEY
LOT AREA 7,136 t SQUARE FEET
FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK
DRIVE 4031 1 10- 513 t SQUARE FEET FOUNDATION/PAD 1.321 t SQUARE FEET
WALKS 571 300= 357 t SQUARE FEET REAR PATIO 96 t SQUARE FEET
FRONT PORCH DECK 50 t SQUARE FEET
SOD 5.1971 251 = 5,448 t SQUARE FEET POOL DECK N/A t SQUARE FEET
NOTE FRONT SIOEWALK AND STREET LOCATION TAKEN FROM PLANS PRONGED BY CLIENT • NOT nELO VERIFlEO
CRUSEYVHEYDTR-SCOTT ASSOC, INC. - LAND SURVEYORS
LCGCNO - LEGCND -
5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT PDL. POINT ON LINO NOTES.,
rIvIR. FIELDIRON RODIRONROD
TYP. PAIC. TYPICALPOINTOr REVERSE CURVAT CROINTOrCOKPOUNOCURVATUR[ 1. THE UNOERS"Co DOES HEREBY CERTIFY Rar THIS SURVEY MELTS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
C.M. COMYLEIC IDINNENi RAO. RAG, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRAIM CODE PURSUANT TO SECTION 472027. FLORIDA STATUCS
SET I.R. 1/2• IR../BLS 4396 Hit. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEVOR'S SIONMURE AND ORIGINAL RASED SEAL MIS SURVEY MAP OR COPIES ARE NOT VALID.
KC. RECOVERCO W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVE70R THERE MAY BE OTHER RESTRICTIONS
P.O.B. POINt Or BCGIMLIMO CALG CALCULATED OR LLSEMENIS THAT AFFECT THIS PROPERTY.
P.O.C. POINT OF CNCO.1 CMCNT PAIN PCRKANENT RErEREHCC MOM MCNT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
MID NAIL IALDIISK rf. 9.31- FINISHED FLOOR CLCVATION
BUILDING SETBACK LINO 3. THIS SURVEY IS PREPARED .'OR THE SOLE BENEFR OF THOSE CERTIAEO f0 AND •SHOULO NOr BE RELIED UPON BY ANY OTHER ENTITY.
R/W RIGHT -Or -VAT BM BENCHMARK B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
CSMI. CASEMENT B.B. BASE KARING 7. BEARINGS. ARC BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE SCARING (B.B.)
DRAIN. ORAIHAGC B. ELEVATIONS, IF SHOWN, ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED.
UTIL UTILITY 1 ' 9. CERTIFICATE OF AUTHORIZATION H.. 4SOB.
CLfC. • CHAIN I. NK P[NC[
WD,rC. WOOD rCMC[
C/B • CONCRCTC BLOCK
P.C. P01Nt Or CURVATUK
v.t. • POINT Or TA14GCNCT
KSC. OCSCRIPt10N
a • RADIUS
L • MC LCHGTN
0 • OCLIA
C • CHORD
C.L • CHORD SCARING
NG. • NATURAL GRAOE NORTH
CERTIFIED BY:
A._* I
TO -. CRUSE EVER. FKKi//LL[14;7'114
JAMES W. SCO R.L.S / 4801
SCALE I- I- • 20 -1 1 DRAWN Or ••• I Otea Q N
PLOT PLAN 07-24-2018
OCR NO.
4887-18
THIS BUILDING\PROPERTY DOES NOT UE WITHIN
THE ESTABLISHEO 100 YEAR FLOW PLANE AS PER FIRM'
ZONE •X• MAP / 1211700090 F (09-28-07)
RECORD COPY
Filename: PARK SQ TRIBECA•.rrr
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 0
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
Dryers 9uiLpti
Dryer No. No? Nameplate Line Neutral
c
surf;_
7R
1• 1 5000 =
2 0
3 0
Dryer Summary Standard 5,000 3,500 # 1 8 - 3 5Optional5,000 3,500
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
1 M 1 1 2.0 240 480 0
1 M 1 1 5.0 240 1,200 0
1 1 1 1 22 240 1 5,280 0
Heat/Cool Summary Standard 12,240 0
Optional 12,240 0
Fixed Appliances: Actual Number = 6
Name M? Ph No Amps Volts VA HP Line Neutral
DISP 1 1 120 600 600 600
DISH 1 1 120 1200 1,200 1,200
MICRO 1 1 120 1200 1,200 1,200
WATER HEATER 1 1 18.5 240 4,440 0
OPT POOL 1 1 10 240 2,400 0
OPT POOL HEAT 1 1 31 240 7,440 0
Fixed Appliance Summary Standard 12,960 2,250
Optional 17,280 2,250
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
Fixed Appl. Phase
22
Amps
240
Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,320 0
SUMMARY___________________________________________________________________
Standard Line Neutral
Total Total = 43,530 15,840
Maximum Amperage = 181 66
Service Voltage = 240 Service Phase = 1
Optional Line Neutral
Total Total = 34,535 15,840
Maximum Amperage = 144 66
Service Voltage = 240 Service Phase = 1
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval .Spec
Permit # #
1 8" 3 5 1 7
Project Location Address S%)
Ifi ion Form
O _DING
SAMrORD
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they areto be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Descri tion
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door FL8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional Clopay Building Products 94NO-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double Hun
Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1
Awning
Pass Through
Projected
Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2
Wind Breaker
Dual Action
Other
June 2014 1
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding James Harding Bldg Products Hardie Panel FL13223:2
Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1
Storefronts
Curtain Walls
Wall Louver
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Membrane
Greenhouse
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Panels
Other
4. Roofing Products
Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1
Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1
Roofing Fasteners
Nonstructural
Metal Roofin
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Shingles
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System
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Systems
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Adhesives /
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Liquid Applied
Roofing Systems
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adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
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Deck / Roof
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Prefab Sheds
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8. New Exterior
Envelope Products
Applicant's Signatu
Applicant's Name Itt"
Please Print)
June 2014
RECORD COPY
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: P1986B_2087-T - Park Sq Hm/Tribeca-1986-2087B MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: PARK SQUARE HOMES Project Name: P19866_2087-T Model: MgCA 9S1 b1> - B / TRAY
Lot/Block: 73 Subdivision: WYNDHAM PRESERVE 60'
Address: 3942 NIGHT HERON DR.
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 39 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 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# I Truss Name I Date No. I Seal# Truss Name ao1T14620332Al7/20/18 12 T14620343 C1
2 IT14620333 A2 7/20/18 113 1 T14620344 I C2 7/20/18
13 I T14620334 I A3 17/20/18 114 I T14620345 I C3 17/20/18
4 IT14620335 I A3T 7/20/18 115 1 T14620346 I CA 7/20/18
5 T14620336 A4 7/20/18 16 T14620347 CJ3 7/20/18
6 T14620337 JA4T 7/20/18 117 1 T14620348 I CJ3T 7/20/18
17 IT146203381A5 17/20/18 118 1 T1 4620349 1 CJ5 17/20/18
18 IT146203391A6T 17/20/18 119 1 T1 4620350 1 CJ5T 17/20/18 J
19 IT14620340161 17/20/18 120 IT14620351 ID1 17/20/18
10 IT14620341 JB2 7/20/18 121 IT14620352 ID2 7/20/18
11 I T14620342 163 17/20/18 122 1 T14620353 1 D3 17/20/18
e
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
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: 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 venfied 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.
PQU I N
O . • G•E IV S . F
No 68182
0-0'..
STATE OF :W
OR10Q'•N
IIIIIIIIft
Jmquln Velez PE No.68182
MiTek USA. Inc. Fl. Cert 6634
6904 Parke East Blvd. Tampa R. 33610
Date:
July 20,2018
Velez, Joaquin 1 of 2
E
RE: P19866_2087-T - Park Sq Hm/Tribeca-1986-2087B
Site Information:
Customer Info: PARK SQUARE HOMES Project Name: P19866 2087-T Model: TRIBECA 1986_2087 - B / TRAY
Lot/Block: 73 Subdivision: WYNDHAM PRESERVE 60'
Address: 3942 NIGHT HERON DR.
City: SANFORD State: FLORIDA
INo. ISeal# Truss Name I Date
23 IT14620354 I F1 7/20/18
124 IT14620355 I F1A 17/20/18 I
25 IT14620356 JF113 7/20/18
26 IT14620357 JF2 7/20/18
27 IT14620358 IF3 7/20/18
28 IT14620359 JF3A 7/20/18
129 IT14620360 JF5 17/20/18 I
130 IT14620361 I F5A 17/20/18 I
131 IT14620362 I F6 17/20/18 I
32 IT14620363 IFT2 7/20/18
133 IT14620364 I J5 17/20/18 I
134 IT14620365 I J7 17/20/18 I
135 IT14620366 I J7T 17/20/18 I
136 IT14620367 I KJ5 17/20/18 I
137 IT14620368 I KJ7 17/20/18 I
138 IT14620369 KJ7T 17/20/18 I
139 IT14620370 I MG1 17/20/18 I
2 of 2
Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-20878
1 T14620332
P1986132087-T Al COMMON 4 all
Mid -
Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi rekIndustries, Inc. Fri Jul 20 09:02:43 2018 Page 1 10:
3zzrE55SSgHBgKdROwR6OYzkwee-yahznRvF xt4A3LOnnHtY3PpSIo7g9sTnly5krywOPw 7.
3-11 14-4-0 21.45 28-8-0 9A-Oi 1-
0-0 7-3-11 7-05 7-0-573.11 14)•0 d_
1
04 =
6.
00 12 30 =
4x4 = 04 =
3x4 =
Scale =
1:50 0 4x4 =
b
941-
13 18.11.3 288-0 9
13 9-2.5 941,13 Plate
Offsets (X.Y1- 13:0.3-0.Edoel. f5:0-3-0.Edoel LOADING (
psf) SPACING- 2.0-0 CSI. DEFL. in loc) UdeO 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
10.0 Lumber DOL 1.25 Bc 0.95 Vert(CT) -0.45 10-13 >767 180 BCLL
00 Rep Stress Incr YES WB 039 Horz(CT) 0.07 6 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Weight. 131 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
Ib/size) 2=1207/0-".6=1207/0.4-0 Max
Harz 2=148(LC 12) Max
Uplift 2=379(11_C 12), 6=379(LC 13) FORCES. (
lb) -Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown. TOP,
CHORD 2-3=2018/607. 3-4-17971600. 4-5=1797/600, 5-6=2018/607 BOT
CHORD 2-10-584/1760. 8-10=243/1148, 6-8=-448/1760 WEBS
4-8=278/696, 5-8=452/339, 4-10=278/696. 310=452/339 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3 Opsf; h=25fl; Cat. II; Exp B; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0.0 to 14-4-0, Exterior(2) 14-4-0 to 17-
4-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1 60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, 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 (jt=lb) 2=
379,6=379. 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.68182 MTek
USA, Inc. FL Cert 8834 904
Parke East Blvd. Tamps FL 33610 Date:
July
20,2018 0
WARNING - Verily doslan paaametara and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11101.7473 tev. I&M.W015 BEFORE USE. assign
valid rat use only with MITak® connectors. Ttus design Is based only upon parameters shown, and Is (or an Individual building component. not a
t/uss "am. 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 bueNing of indMdum truss web andlar chord members only. Additional temporary and permanent bracing M Tek' IsalwaysrequiredforstabilityandtopreventcollapsewellpossiblepersonalInjuryandproperty, damage For general guidance reganting ine faWlWon,
storage, delivery, erection and bracing of atlases and truss systems, see ANSUTPII Quality Criteria, OSSJ9 and SCSI Building Component 6904 Perko East Blvd Safety
information available from Truss Plate Institute, 216 N. Lea Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610
1A
Job Truss Truss Type Sq HmfTnbeca-1986-20876
10ty IPty
Park
T14620333
P19866_2087-T A2 HIP 2 1
b Reference (optionall
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Jul 20 09:02:43 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-yahznRvF xl4A3LOnnHtY3Ps71eug5gTnly5krywOPw
rt-0-0, 6-9-4 13-0-0 1S&0 21.10.12 28-8-0
r1-0-0 6-94 6.2-12 2$-0 6.2.12 6.94 1
4xS =
4x4 =
Scale - 1 50.0
n
Id
17 12 10 9
3xS = 1 Sx4 II 3x4 = 3x4 = 1.Sx4 II 34 =
3x6 =
6 94 13-0-0 15 8-0 21-10.12 288.0
94 &2.12 2-8-0 6.2-12 6-94
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP
TOLL 20.0 Plate Grip OOL 1.25 TC 050 Vert(LL) 0.10 13-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 125 SC 0.64 Vert(CT) -0.20 12-13 >999 180
SCLL 0.0 Rep Stress Inv YES WB 0.65 Horz(CT) 0.08 7 n/a n/a
BCOL 100 Code FBC2017/TPI2014 Matnx-MS Weight: 152 Ill FT = 20%
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.7-4 oc pur ins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-3 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1207/0-4-0, 7=1207/0.4-0
Max Horz 2=136(LC 12)
Max Uplift 2=369(LC 12), 7=369(LC 13)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=21071660, 34=-1491/543, 4-S=1256/540, 5-6 1492/543, 6-7=2106/660
BOT CHORD 2-13=-559/1822, 12-13=559/1822, 10-12=258/1254, 9-10=509/1821, 7-9-509/1821
WEBS 3-13=0/289, 3.12=656/349, 4-12=133/391, 5-10=128/393, 6-10=654/350, 6-9=0/287
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.Opsh, h=25ft: Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 13-0-0, Extedor(2) 13-0-0 to
1541-0, Interior(1) 19-10-15 to 29-8.0 zone;C-C for members and forces S MWFRS for reactions shown, Lumber OOL=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 chard live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=369, 7=369.
0 WARNING - Verily doslgn parameters and READ NOTES ON IMS AND INCLUDED AgTEK REFERENCE PAGE Ma-7472 rev. 100113/205BEFORE USE. Design
valid for use only with MRekS connectors. This design Is based only upon parameters shown, and Is far an indtvqual budding component, not a
truss system. Before use, me budding designer must verily the applicability of design parameters are properly Incorporate tide design Into In* overall budding
design. Bracing Indicated is to prevail budding of Individual truss web and/or Chord members only. Additional temporary and permanent bracing Is
always required for Validity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.
Storage, dellvery, erection and bracing of trusses and truss systems, we ANSUTPH Quality Criteria, OSS49 and SCSI Building Component Safety
Information "table from Tnras Plate Institute, 214 N. Lae Sueet. Suite 31Z Alexandria. VA 22314. 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 MiTek
USA, Inc. FL Cert 6834 6904
Parke East ON& Tampa FL 33610 Date:
July
20,2018 1
MiTek'
6904
Parke Ems Blvd. Tampa,
FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca-1986.20878
T14620334
P19868_2087-T A3 HIP 1 1
o 'o all
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jul 20 09:02:44 2018 Page 1
ID.3zzr£55SSgHBgKdROwR6OYzkwee-OmFL nvtlE?xoOweLVo65Hyz590AZdbcOhifHHywOPv
r1-0-0, 5.94 11-0-0 17-0.0 22.10-12 + 28-8-0 29$-Q
1-00 5-9-4 5-2-12 6$-0 52.12 5-9.4 1-0-0
3x4 =
4x9 MT20HS =
4x4 =
1 22 23 . . 5
1x4 II 3x4 =
3x4 =
3x8 MT20HS = 1x4 II
Scale = 1.50.0
310 =
Md
a
s 9 4 11-0-0 17 B 0 22-10-12 2138-0
5-9-4 5.2.12 ".0 5-2.12 5 9 4
Plate Offsets (X.Y)- 4:0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.09 10.12 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 8C 0.58 Vert(CT) -021 10-12 >999 180 MT20HS 187/143 BCLL
0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.08 7 n/a n/a BCOL
10.0 Code FBC20171TPI2014 Matrix -MS Weight: 146 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc puriins. 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. (
lb/size) 2=1207/0-4 , 7=1207/0-4-0 Max
Horz 2=117(LC 12) Max
Uplift 2=351(LC 12). 7=351(LC 13) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=2145l706, 3-4=1660/605, 4-5-1427/595, 5-6=-1660/605, 6-7=2145/706 BOT
CHORD 2-13=-550/1863, 12-13=550/1863, 10-12=348/1427, 9.10=559/1863, 7-9=-559/1863 WEBS
3-12=510/289, 4-12=-99/421, 5.10=77/421, 6-10=510/290 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=25R; Cat. II; Exp 8; Encl., GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2.0.0, Interior(1) 2.0-0 to 11-", Exterior(2) 11-0-0 to 21-
10.15, Intenor(1) 21-10.15 to 29-8-0 zone;C-C for members and forces 6 MWFRS for reactions shown; 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. This item has been 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except @=1b) electronically signed and 2=
351, 7=351. 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 Msiek
USA, Inc. FL cart NU 8904
Parke East Blvd. Tampa FL 33810 Data:
July
20,2018 0
wARK-a - Vwffy deslgn parameters and READ NOTES ON TMS AND INCLUDED MrTEK REFERENCE PAGE MIF7473 row. IOM312015 BEFORE USE. Oesgn
valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an Individual budding component, nor- a
truss system. Before use, the budding designer must verily the applicability of design parameters and property incorporate this design Into the overall budding
design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke Eau Blvd. Safety
Information available from Truss Plate Institute, 216 N. Lee Surest, Suva 312. Alexandria, VA 22314 Tampa. Fl 361110
Job Truss Truss Type oly Ply Park Sq HnvTnbeca-1986-20878
714620335
P19868 2087-T A3T SPECIAL 1 1
Mid -Fonda Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc Fn Jul 20 09:02:45 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-uzpiB7wVWY7oONVpuCKLeLM8ZVW12emFLRCp ywDPu
2.3 4 6 7.10 11-0 0 12$12 1710 22-10-12 Le-" 29$01
2.34 4 lab 4 b 1$12 4-11 5 2-12 5 9-4 1-0 0
See Note 1 for
Scab Attachment
4x6 =
6 00 F12 1.Sx4 II Axe =
4 5 26 27 .6
Scale - 1:49 9 .
7x6 rl
2625
3 3x4
24 7
Md_
2xA II
2 29
0
1
g1s14
13 6
9 (i'?
2x4 a ,.sx4 a
2x4 a 5x12 = $
12 11 10
012 = 3x4 =
1 5x4 II 3x10 = , Sx4 II 3x4 =
2.3 4 8 7-10 11-0-0 12-8 2 17$0 22-10.12 zee 0
2-3-4 4 41 4-4-61A•12 4.11.4 5.2.12 5.9.4
Q919-Mets fx.YI— 12.0-7-12.Edoel, f3:o-3.0.0-3.41.14:0-5.4.0-2-01.16:0-5.4.o-2-0I. I177o-1-4.0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.18 15-20 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 SC 0.82 Vert(CT) 0.37 15-20 >923 180
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.22 8 n/a n/a
BCOL 100 Code FBC2017/TPI2014 Matrix -MS Weight: 191 lb FT = 200A
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc puffins.
1-3: 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-1-1 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. (lb/size) 1=1161/0-4-0, 8=1203/0.4-0
Max Horz 1=126(LC 17)
Max Uplift 1=310(LC 12), 8=349(LC 13)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-511/218, 2-3=2859/874, 3-4=1971/660, 4-5=1793/656, 5.6=1795/658,
6-7—1644/576. 7-8=2141 /670
BOT CHORD 2-15=697/2634, 14-15=692/2609, 13.14=388/1715, 10-11=527/1861, 8-10=527/1861
WEBS 3-14=-1034/415. 4-14=153/642. 4-13-138/290, 11-13=31411303. 6-13=-177/588,
7-11=530/292, 3-15=74/405
NOTES-
1) Attached 7-8-13 scab 1 to 3, front face(s) 2x6 SP No.1 with 2 row(s) of 1Od (0.131"x3") nails spaced 9" o.c.except : starting at 2-11-7
from end at joint 3, nail 2 row(s) at 3" D.C. for 2-11-3.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-10: Vuft=140Mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl.. This item has been
GCpl=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-0 to 3-3-0, Intenor(1) 34-0 to 11-0-0, Extenor(2) 11-0-0 to electronically signed and20-8-0, Intenor(1) 20-8-0 to 29-8-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip sealed by VelezJoaquin, PE OOL=1.60 4)
Provide adequate drainage to prevent water ponding. Using a Digital Signature. 5)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. Printed Copies of this 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 document are not considered will
rd between the bottom chord and any other members. Signed and Sealed and the 7)
Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vent' signature
must be verified capacityofbearingsurface. 8)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) on any electronic copies. 1=
310. 8=349. Joaquin Velez PE No.6E182 MTek
USA, Inc. FL Cert W4 SM
Perks East Blvd. Tampa FL 33E10 Date:
July
20,2018 AWARNING •
Va lly design parematers and READ NOTES ON TNIS AND INCLUDED ASTEK REFERENCE PAGE M1167472 rov. 1403/2015 BEFORE USE. Oesign
valid for use any with Mrrak® connectors. This design Is based only, upon parameters shown, and is for an individual budding component, not a
Irvin System. Before use, the budding designer must verily the applicability of design parameters and property incorporate this design Into the overae buildng
design Bntcing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary And permanent bracingM iTek' IsAlwaysratluitedforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of trusses and WAS Systems, see ANSVMI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety
Information available from Truss Plate institute, 218 N. Lea Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hrrt/Tnbera-1986.20878
T14620336
P198682087-T A4 HIP 1 1
Reference
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fn Jul 20 09:02:46 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-M9N6PSx7HsFe 1 X3)SwraAi 100zr01 a2vU?BmLAywDPt
9-0-0 14-4-0 19$0 23 10 12 28-" 29-0 0
1-0-0 4.9.4 4-2.12 5-0 5-0-0 4.2.12 4-9-4 1-0.0
04 =
LOADING (psi)
TCLL 20.0
TCOL 10.0
BCLL 0.0
BCDL 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 DOL 1 25
Lumber DOL 1 25
Rep Stress Incr YES
Code FBC2017frPI2014
REACTIONS. (lb/size) 2=1207/0-4-0, 8=120710-4-0
Max Horz 2=97(LC 12)
Max Uplift 2=329(1-C 12), 8=329(LC 13)
08 =
3x4 =
1.5x4 11
21
3x4 =
3x8 =
22
44 =
30 =
Scale = 1:50.0
04 =
CSI. OEFL. in (loc) Well Ud PLATES GRIP
TC 0.44 Vert(LL) 0 15 13.16 >999 240 MT20 244/190
SC 0.79 Vert(CT) 0.3413-16 >999 180
WB 0.17 Harz(CT) 008 8 n/a n/a
Matrix -MS Weight: 145 lb FT = 206A
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2132/762, 3-4=1831/646, 4-5=-1835l709, 5-6=1835l709, 6-7=1831/646.
7-8=2132/762
BOT CHORD 2-13=-609/1884, 11-13=-412/1588, 10-11=-419/1588, 8-10=617/1884
WEBS 3-13=3461246. 4-13=-70/408, 4-11=-196/418. 5-11=366/223, 6.11=196/418,
6-10-70/408, 7-10=3461247
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,, BCDL=3.Opsf; h=25R; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0.0 to 2-0-0, Intenor(1) 2-0-0 to 9.0-0, Exterior(2) 9-0-0 to
24-0-11. Interior(1) 24-0-11 to 29-841 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi 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 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 (jt=lb)
2=329, 8=329.
AWARNING - VOWV dealgn parameters and READ NOTES ON ndS AND INCLUDED AOTEK REFERENCE PAGE M11•7473 rev. 1603MIS BEFORE USE.
Design valid for use only with Mrreba connectors. This design Is based only upon parameters shown, and is for an Individual budding component, rat
a toss system Before use, the budding designer must verily the applicability of design parameters and property incorporate this design into the overall
budding design. Bracing Indicated is to provent buckling of individual truss web and/or chord members only Additional temporary and permanent tracing
Is always required for stability and to prevent collapse with possible persona injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses end toss systems, see ANSVrPI1 Quality Criteria, OSB49 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sidle 31Z Alexandria, VA 22314.
d
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
MITek USA, Inc: FL Cart SOU
SM Parke East Blvd. Tampa FL 33610
Oahe:
July 20,2018
MiTek'
8904 Parks East Blvd.
Tampa. FL 36810
Job Truss Truss Type Oty Ply Park Sq HtnTribeca-1986-20878
T14620337
P19868_2087-T A4T SPECIAL 1 1
all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jul 20 09:02:47 2018 Page 1
I D,3zzrE5595gHBgKdROwR6OYzkwee.dAJcoyl29NVfgeBOdMpivaTeNCOmvl2ifwJtcywOPs
1 2J 4 5 7.10 12: 12 16.2.6 196-0 i 23 10.12 2841-0 296-0,
2J-4 3.46 3-46 36 12 3 5 10 3 5 10 4.2•t2 a•9 a 1-0-0
See Note 1 for
Scab Attachment
5x8 =
1.5x4 II 3x4 = axe =
26 4 28 5 6 29 7
Scale - 1:49.9
800 12
3x4 i
3 27
30 3x4 Q
8
20 I I
2 31
Ea
1 15 9 q
17 16
5x12 = Ill I{ ?
2x4 II 3x4 = OY
2x4 11 1 5x4 11 14 13 12 11
012 = 1.Sx4 II 4x10 = 30 = 1.Sx4 II 30 =
2-M 5-7-10 9-0-0 126 12 16 26 19-0 0 23-10-12 28-84
2.3.4 3.46 3.46 3 !. 3.5.10 3.5-10 4-2-12 4.9.4
LOADING (psf) SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.78
TOOL 10 0 Lumber DOL 1.25 BC 0.76
BOLL 0.0 Rep Stress Incr YES WB 0.65
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
1-4: 2x6 SP No.1
BOT CHORD 2x4 SP No.2 'Except'
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
DEFL. in (loc) Well Ud PLATES GRIP
Ven(LL) -0.18 15-16 >999 240 MT20 244/190
Vert(CT) -0.36 15-16 >947 180
Horz(CT) 021 9 Ma n/a
Weight: 199 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing.
REACTIONS. (lb/size) 1-1161/0-4-0, 9=1203/0-4-0
Max Horz 1=107(LC 17)
Max Uplift 1=288(LC 12). 9=327(1-C 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown
TOP CHORD 1-2=511/197, 2-3=3256/1009, 3-4=2325/760, 4-5=2307/805, 5.6=2292/800,
6.7=1771/662. 7-8=1796/626, 8-9=2182/699
BOT CHORD 2-17=-844/3062, 16.17= 844/3062, 15-16=508/2036, 12-13=-407/1557, 11-12=562/1906,
9-11=562/1906
WEBS 4-16=156/614, 4-15=1901448, 13-15=445/1703, 6-15-2161754. 6-13=757/287.
7-13=-174/430, 7-12=87/308, 8-12=412/231, 3-17=-69/345, 3.16=1165/408
NOTES-
1) Attached 10-2-10 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 1-8-6
from end at joint 1, nail 2 row(s) at 3" o c. for 2-11-3.
2) Unbalanced root live loads have been considered for this design.
3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.0psf; h=25tt; Cat. II; Exp 8; Encl..
GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-0 to 3-3-0, Interior(1) 3-3-0 to 9-0-0. Exterior(2) 9-0-0 to
22-8-0, Interior(1) 22-8-0 to 29-8-0 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
OOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 1 considers parallel to gram value using ANSI/TPI 1 angle to grain formula. Building designer should verity
rapacity 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=288, 9=327.
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
AhTek USA, Inc. FL Ceti M4
601 Parke Eam Bid Tampa FL 33810
Data:
July 20,2018
O WARNING • 10arlfy lesion parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MS-7M mv. 141=015 BEFORE USE.
Design valid for we offly, wM MRekm connectors This design Is based only upon parameters shown, and is for an mdhrdual building Component, not
a truss system. Before use, the budding designer must verify the applicability of design parameters and propedy mea(porete this design Into the overall
budding design Bracing Indicated Isla prevent bucpIng of ilndMdual trUsa wee and/or dlold members only Additional temporary and perahannem tracing M ITek' I$ always required far stattdity, and to prevent collapse withpossible personal injury and property damage. For general guidance regarding Nil
fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSVIPIt Quality Crheda, OSE149 and SCSI Building Companont 6904 Parke East Blvd.
Safety IMonnatlon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa FL 36810
Job Truss Truss Type Oty, Ply Park Sq Hn Tnbeca-1986.20878
T14620338IP1986B_2087•T A5 HIP 1 1
Job Reference
Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 11 2018 Mi Tek Industries, Inc. Fri Jul 20 09 02.48 2018 Page I
10:3zzrE 5595gHBgKdROwR6OYzkwee-JYVsg8yNpTW MHgDNaLt2F76dnmVgVKOCxJgs02ywOPr
t-0-0I 3 9 4 ( 7-0-0 11-10.1 18 9.15 21 8-0 24-'0 12
1-0-0 39.4 32-12 4-10.1 4-11-13 410.1 32.12 39 1-0-0
FWW rah
5x5 =
3x4 = 1.5x4 II 5x5
4 5 20 21 6 22 23 7
10 14 "- '- 12 -- -' 11
Scale= 1,500
3xB 30 = 6x8 MT20HS = 4xB = 3x4 = 3xB
4xB = .
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
7." 11.10.1 1&9-15 21-8-0 284W
7-04 4.1U-1 4-11.13 4-10.1 7-0.0
LOADING (psf) SPACING- 2.0-0 CS1. DEFL. in (loc) Vden Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 082 Vert(LL) 0 25 12-14 999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.92 Ven(CT) 0 50 12-14 691 180 MT20HS 1871143
BCLL 0.0 Rep Stress Incr NO WS 0.82 Horz(CT) 011 9 n/a nla
SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 169 lb FT = 2096
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD
4-7: 2x4 SP No.1 BOT CHORD
BOT CHORD 2x6 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1981/0-4-0, 9=2210/0.4-0
Max Horz 2=78(LC 10)
Max Uplift 2=556(LC 5), 9=-687(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=396011188, 3.4=3768/1153, 4-5=5021/1624, 5.6=5019/1687, 6.7=5019/1687,
7-8=428711413, B-9=-4477/1440
BOT CHORD 2-15=-1062/3521, 14-15=988/3318, 12-14=1552/5021. 11-12=1175/3779.
9-11=1241/3980
WEBS 4-15=-59/286, 4-14=766/2161, 5-14=-419/287, 6.12=576/368, 7-12=649/1571.
7-11=117/620
Structural wood sheathing directly applied or 2-2-2 oc purlins.
Rigid ceiling directly applied or 6-2.15 oc bracing.
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; Cat 11; Exp 8; Encl..
GCpi=0.18; MWFRS (envelope) gable end zone: 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) na This item has been
electronically Signed and6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
sealed by Velez, Joaquin, PE7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, using a Digital Signature.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) Printed copies of this
2=556, 9=687. document are not considered
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 106 lb up at lsealed and thesignedandsea
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
Si g nature must e verifiedlbdownand207lbupat21-8-0 on top chord, and 778 lb down and 219 lb up at 12-94, 66 lb down at 13-7-4, 66 lb down at
15-7-4, 66 (b 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 On any electronic copies.
chord. The design/selection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.63182
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). MTek USA, Inc FL CeR 6834
1i904 Parke East 8Nd Tempe,FL 32110
Dale:
July 20,2018
O WARNING • Verffy design parameters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE A14•7472 rev. 10=17015 BEFORE USE.
Design valid for use only with MRek® connectors This design is based a" upon parameters shown, and Is for an individual budding component, not
a truss "am. Before use, 9W building designer must velfy the applicability of design parameters and property Incorporate this design Into the overall
balding design. Bracing Indicated Is to prevent buckling of IndivWuaf truss web and/or chord members only. Additional temporary are permanent bracing iTe kIsalvraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgenendguidanceregardingthe
fabrication, storage, delivery, erealon and bracing of trusses and wss systems, see ANSVIP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Trigs Plate InstdNe, 218 N. Lee Street, Suite 31 Z Alexandra, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Py Park Sq HnVTribeca-1986-20878
T14620338
P19868_2087-T A5 HIP 1 1
Job Reference (ontionall
Mid-Flodda Lumber, Banow, FL. a.130 s radar 11 Zola net tek industries, Inc. I-n Jul ZU 1.19:02 445 2U175 rage z
I D:3zzrE5595gHBgKdROwR6OYzkwee-JY Vsg8yNpT WM HgDNaLt2F76dnmVgVKOCxJgsO2ywOPr
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pIf)
Vert: 1-4-60, 4-7=60, 7-10-60. 2-9=20
Concentrated Loads (lb)
Vert: 7=140(F) 13=778(F) 11=309(F=41) 20z97(F) 21=97(F) 22=97(F) 23=97(F) 24=41(F) 25=-41(F) 26=-41(F) 27=-41(F)
0 WARNING • VMry, design parameters and READ NOTES ON T1a3 AND INCLUDED aOTEK REFERENCE PAGE A047473 rev. 10e341016 BEFORE USE.
Design valid for use only with MlTelam connectors. This design is based only upon parameters shown, and is for an Indhridual budding component• not
a bass system. Before use, the building designer must vary the applicability of design parameters end property incorporate this design into the overall
building design. Bracing Indicated Is to prevem buckling of Indhidual buss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability are to praverd collapse with possible personal Injury and property damage. for general guidance regarding uW
fabrication. Storage• delivery• erection and bracing of trusses and truss systems, see ANSMIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East &A
Safety Information available from Truss Plate Institute, 216 N Lee Street, Suds 31 Z Alexandria, VA 22314. Tampa, FL 36610
Jab Truss Truss Type pry Ply Park Sq HMrribeca-1986.20878
T14620339
P 1986B2087-T A6T SPECIAL 1 2 Job Reference I
MIU- 10"Ua t.urtrer, ctartoW, rL a.1 JU $ mar it cut Nu i eK inoustnes, inc rn Jul zu u9:uz:AU Lu1a rage i
10.3zzrE5595gHBgKdROwR60Yzkwee-Fwccfq_eL4rtM WBNmhlvWLYC11aCFzOBVOc9zUxywOPp
I 2.3 4 ( 5-0-0 I 7-0-0 10-0-2 12.8-12 ( 17-26 21. W 24-10.12 28
2J 4 26 12 2-0-0 3-0.2 241-10 4 5 t0 4-5 f0 3 2-12 3 9.4
APPLY 2 X 6 SP OSS SCAB TO ONE OUTER FACE OF TRUSS
ATTACH WITH 3 ROWS OF (0.131" X 3y NAILS
SPACED Q 3- O.C. USE 2- MEMBER ENO DISTANCE.
5i®
2xa II
6.00 12 4 29 5
20 II 1 5x4 II
bid =
4x4 = 4x4 = 5x8 =
30 6 31 32 7 33 34 6
15 - --
2x4 t I
14 --
3x14 =
13
3x4 =
12
1.5x4 II
235-0-07-0-0 0-02212+ 216.0 I24-10.12 I 86 Al2f
4.5,10 32-12 LOADING (
psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Udefl Ud TCLL
20.0 Plate Grip OOL 1.25 TC 0.66 Vert(LL) 0.24 16-17 999 240 TCOL
10.0 Lumber OOL 1.25 BC 0.85 Vert(CT) 0.46 16-17 749 180 BCLL
0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.25 10 n/a n/a BCOL
100 Code FBC2017/TP12014 Matrix -MS LUMBER-
BRACING - TOP
CHORD 2x6 SP OSS'Except' TOP CHORD 4-
8: 2x6 SP No.2, 8-11: 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 'Except* BOT CHORD 2-
16: 2x6 SP No. 1, 6-15: 2x4 SP No.3 WEBS
2x4 SP No.3 *Except* 20-
21: 2x4 SP No.2 OTHERS
2x6 SP DSS LBR
SCAB 1-4 2x6 SP OSS one side REACTIONS. (
lb/size) 1=2199/0-4-0, 10=2186/0-4-0 Max
Harz 1=87(LC 13) Max
Uplift 1=691(1-C 5), 10-718(LC 9) FORCES. (
lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=9751367, 2-3-7411/2484. 3-4-6088/2103, 4-5=-6657/2317, 5-6-6657/2317, 6.
7=7321/2557, 7-8= 4864/1737, 8-9-4123/1430, 9.10=-4315/1418 BOT
CHORD 2.19-2318/6970, 18.19=2318/6970, 17-18-1869/5525, 16.17-252On391, 6-
16-14/349, 14-15-140/463, 13-14=1196/3688, 12-13-1220/3813. 10.12-122013813 WEBS
4-18=519/1591, 4-17-558/1489, 14-16-1546/4557, 7-16=1005/2787, 7-14-1963/847, 8.
14=-601/1534, 8-13-113/576, 9-13-284/164, 6.17-985/395, 3-19=217/751, 3.
18=1826/602 Scale
2 1.49.9 3x4 =
PLATES
GRIP MT20
244/190 Weight.
397 lb FT = 20% Structural
wood sheathing direly applied or 5-7-13 oc purlins, except
end verticals. Rigid
ceiling direly applied or 10-0-0 oc bracing. NOTES-
1)
2-ply truss to be connected together with 1Od (0.131"0") nails as follows: Top
chords connected as follows: 2x6.2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom
chords connected as follows, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc Webs
connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)
All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3)
WA 4)
Unbalanced roof live loads have been considered for this design. 5)
Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 6)
Provide adequate drainage to prevent water ponding. 7)
na 8)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9) '
This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 10)
Beefing 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 AWARNING •
Verify design parameters and READ NOTES ON T10S AND INCLUDED AITTEK REFERENCE PAGE 114/1.7473 rev. 1010312015 BEFORE USE. Design
valid for use only with MlTeba connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a
truss "am. Before use. the building designer must verify the applicability of design parameters and property fncorpdrate this design into the overall budding
design. Bracing Indicated is to prevent bucNing of Individual truss web and/or chord members dniy. Additional temporary and permanent bracing Is
always required for stabdAy, and to prevent Cettapse with possible personal injury and property damage For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS 49 and BCSI Building Component Safety
Information available from Truss Plate Institute, 21S N. Lee Street, Suds 31 Z Alexandria, VA 22314. 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 MTek
USA, Inc. FL Ced 6834 Mil
Parka East Blvd. Tampa FL 33810 Date:
July
20,2018 MiTek'
6904
Padre East Blvd. Tampa,
FL 36610
Job Truss Truss Type City Ply Park Sq Hm/rnbeea-1986.20878
T14620339
P19868 2087-T A6T1 SPECIAL 1 2 Job Reference loollonall
Mid-Flonda Lumber, Bartow, FL. a 130 s Mar 11 2015 MiTek Industries, Inc. Fn Jul zu OJ 02 bu 2ula rage z
10.3zzrE 5595gHBgKd ROwR6OYzkwee-Fwecf q_eL4m4MNmhWA LYC71aC FzOBVOc9zUxywOPp
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 1=691, 10=718
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 90 lb up at 7-0.0. 26 Ile up at 9-0-12. 26 lb up at
11-0-12, 97 lb down and 106 lb up at 13-0-12. 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 189 lb down and 205 Ib up at 21-8-0 on top chord, and 502 lb down and 231 lb up at 7-0-0, 180 Ile down and 76 lb up at 9-0-12. 180
Ib down and 761b up at 11-0.12. 66 Ile down at 12-10-8, 66 lb down at 14.4-0, 66 Ib down at 15.7-4, 66 Ib down at 17-7-4, and 66 Ib down at 19-7-4. and 327 lb down
and 97 Ib up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAO CASE(S) Standard
1) Oead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
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(1`) 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) 40=-41(F)
O WARNING • VeAfy, design parameters and READ NOTES ON TI4S AND INCLUDED NITEK REFERENCE PAGE NO.7472 rsv. 10AM01S BEFORE USE.
Design valid for use Dray with MiTek® 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 applicability of design parameters and prdperlf frxarporate this design Into the overall
budding design Bracing Indicated Is to prevent buckling of Individual buss web and/or Cnora members ordy. Additional temporary and permanent bracing M ITe k' I adways 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 trusses and was Systems, sea ANSUTPN Quality Criteria. OSS-69 and SCSI Building Component 6904 Parka Fast Blvd.
Safety Information evadable from Truss Plata Institute, 218 N. Lea Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610
Truss Truss Type Oly Ply Park Sq HmfTribeca-1986.20878ob
T14620340
19868 2087-T 81 SPECIAL 1
b Reference
Mid-Flodda Lumber, Bartow, FL. S.130 s Mar 112018 MiTek Industries, Inc Fri Jul 20 09:02:51 2018 Page 1
ID 3zzrE5595gHBgKdROwR6OYzkwee-j7ATSATG60ux8lyyFTOldk74 aSiiSedGuWONywDPo
3J 0 8 3A 9-3-11 12-5.10 15 7-9
I 18.11.4
3J 0 3-0-0 3-0.3 3 t-15 3.1.15 3-3-11
Scale a 1.33.0
1 5x4 II
3
t)df — 4x4 If 11jt10 MT201`15 — 2x4 ii 4x4 = 4X8 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.00
TCOL 10.0 Lumber DOL 1.00
SCLL 0.0 Rep Stress Incr NO
BCDL too Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
4-8: 2x4 SP No.1
80T CHORD 2x6 SP DSS
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1861/0-4-0, 9-2487/0.7-4
Max Horz 1=258(LC 8)
Max Uplift 1=535(LC 5), 9=-808(LC 5)
Max Grav 1=2001(LC 15).9=2800(LC 16)
CSI. DEFL. in loc) Udell Ud PLATES GRIP
TC 0.88 Vert(LL) 0.29 12 >766 360 MT20 244/190
SC 0.66 Vert(CT) -0.55 12 >408 240 MT20HS 187/143
WS 0.74 Horz(CT) 0.06 9 n/a n/a
Matnx-S Weight: 218 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins,
except end verticals.
80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3962/1079, 4-5--12159/3571, 5-6=12159/3571, 6-7=7102/2056, 7-8=5511161,
8-9=487/155
BOT CHORD 1-14=1106/3480, 13-14-3001/10093, 12-13=3252/10905, 11-12=3403/11692,
10.11=3403111692, 9.10=2056/7102 WEBS 2-14=730/
2605, 5-12=841/279, 6-11=531304, 7-1O=287/1112, 4-12--340/1343, 6.12=263/488,
6-10=4796/1408, 7-9=6845/1980, 2-4=3389/1024, 4-14=-6966/2038 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 if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live
loads have been considered for this design. 4) Wind: ASCE 7-
10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (
envelope) gable end zone; Lumber OOL=1.60 plate grip DOL=1 60 5) Provide adequate drainage
to prevent water ponding 6) All plates are
MT20 plates unless otherwise indicated. 7) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has
been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 (jt=lb) 1=535, 9=808.
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 responsibility of others. LOAD CASE(S) Standard
1i 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.
88102 MTek USA, Inc. FL
Cert WU f1904 Parka -East 8Nd.
Tamps FL 33810 Date: July 20,2018
AWARN/
NG • VarKy elosign
panunatas end READ NOTES ON IMS AND INCLUDED WTEK REFERENCE PAGE M47473 mv. 140=015 BEFORE USE. wause Oesign valid for
use
only with MiTtla® connectors This design Is based only upon parametan shown, and is rot an Individual budding component, not a truss "am. Before
use, the budding designer must venly the applicability of design parameters and properly incorporate this design into the overact Wilding design Bracing Indicated
Is to prevent bucging of Indivtdual truss web and/or Card members only. Additional temporary and permanent bracing M ITek' Is always rapwithulred forstabilityandtopreventCollapsewpossiblepersonalinjuryandproperlydamageForgeneralguidanceregardingthefabrication, storage• delivery• erection and
bracing of trusses and truss systems. a" ANSVTPN Quality Cnurla, OSS49 and SCSI Building Component east Blvd. 89W Ponca east Information availablefromTrussPlate
Institute. 218 N. Lee Strsat. Suds 312. Memridna, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HrNTnbeca-1986.20878
T14620340IP198682087-T B1 SPECIAL 1 2 Job Reference (optionali
Mid -Florida Lumber, Bartow, FL. 8.130 9 Mar 11 2018 MITek Industries, Inc. Fn Jul 20 09:02:51 2U1a Page 2
ID:3zzrE5595gHSgKdROwR6OYzkwee-7A?SA?G60uxBlyyFTOldk74 aSiiSedGuWONywOPo
LOAD CASE(S) Standard
1) Dead + Roof live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-3=60, 4-8=-252, 1-9-20
Concentrated Loads (lb)
Vert: 4=429
O WARNING - Verify design parameters and READ NOTES ON TdeS AND INCLUDED AVINK REFERENCE PAGE MIF7473 rev. 140=015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is lot an individual budding Component, not WtabusssystemBeforeuse, me budding designer must verity the applicability of design parameters and property incorporate this design Into me overall
budding design. Breang indicated Is to prevent buckling of bWnndual truss web andler chord members only. Additional temporary and permanent bracing M iTek' Is always required for subddy and to prevent Collapse with possible personal injury and property damage For general guidance regarding me
fabrrston, storage, delivery, erection and bracing of busses and Coss systems, sea ANSVrPN Quality Criteria, OSS-69 and SCSI Building Component 69U Parke East Blvd.
Safety Information available from Truss Plata institute. 218 N. Lea Street. Suite 312. Alexandria, VA 22314. Tamps. FL 36610
Jab Truss Truss Type Dry Py Park Sq Hrtt/TnDeea• 1986 20878
T14620341
P19868 2087-T 82 SPECIAL 6 1
all
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 20 09:02:52 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-BJkNfNAu6OolSX9pAy__QzHH00ssR6Hoswe42gywOPn
3J-0 6 3 8 9 3 11 12-S-10 13.11-2 15.7.9 18-11-4
3J 0 3-0 8 3433 3 1.15 1 5 8 t$7 3J 11
8xS MT20HS =
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip DOL 1.00
TCOL 10.0 Lumber DOL 1.00
BCLL 00 Rep Stress Incr NO
BCOL 10.0 Code FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP No 2 'Except'
4-8: 2x4 SP DSS
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3'Except'
3-13.4-14: 2x4 SP No.2
REACTIONS. (lb/size) 1=1412/0-4-0, 9=1262/0-7-4
Max Harz 1=258(LC 12)
Max Uplift 1=309(LC 9). 9=233(LC 9)
Max Grav 1=1570(LC 19). 9=1625(LC 2)
2x4 II
3
5x6 11 8x12 MT20HS = 20 II 4x8 = 4XS
Scale = 1:32 9
CSI. DEFL. in loc) I/de0 Ltd PLATES GRIP
TC 0.93 Vert(LL) -040 12 >561 360 MT20 244/190 BC
0.91 Vert(CT) -0 74 12 >301 240 MT20HS 187/143 WB
0.96 Horz(CT) 009 9 n/a Ma Matrix-
S Weight: 109 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, except
end verticals. BOT
CHORD Rigid ceiling directly applied or 5$12 oc bracing. WEBS
1 Row at midpt 7-9 FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=30681735. 4-13=78/327. 4-5=8173/1803, 5-6=4173/1803, 6-7=4237/685, 7-
8=321/48 BOT
CHORD 1-14=842/2702, 13-14=2049f7648, 12-13=2180/8184, 11-12=-1312/7140, 10-
11=1312f7140, 9.10=685/4237 WEBS
2-14= 462/1972, 4-14=-5210/1271, 2-4=2611f765, 5-12=395/53, 7-10=147/803, 4-
12=408/457, 6-12=512/1179, 6-10=3079/656, 7-9-4092/665 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; Cat. 11; Exp B, Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) 0-2-0 to 3-3-0. Intenor(1) 3-3-0 to 18-9.8 zone;C-C for members and
forces 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 live load nonconcurrent with any other live loads. 6) '
This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=
309, 9=233. 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 buss are noted as front (F) or back (B). 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, 1-9=20 OWAMONO "
Varb y doslgn parameters and READ NOTES ON ndS AND INCLUDED MITEK REFERENCE PAGE M11-747.1 ray. 10031201S BEFORE USE. Design
valid for use only with MITak® Connectors. This design is based only upon parameters shown, and is for an individual building Component, not a
truss system Before use, 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 bucging *(individual truss web and/or chord members only Additional temporary and permanent bracing la
akvays required for stability and to ptevam collapse with possible personal Injury and property damage For general guidance regarding the fabrication.
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Cdtwft, OSS49 and SCSI Building Component Safety
Intomtatlon avatlabte fidm Tntss Plata InstdLde. 218 N. Lee Street. Sude 312, Alexandn8. VA 22314. 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 MTek
USA, Inc. FL Cert 6634 6904
Perk@ Eatlt Blvd Tampa FL 33010 Date:
July
20,2018 11111t-
MiTek'
6904
Parka East Blvd. Tampa,
FL 36610
Job Truss Truss Type Qty Pry Park Sq Hrnfrdbeca-1986-20878
1 714620341IP198682087-T 82 SPECIAL 6
Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL. 0.17D s Mar I I zuia MI ieK InausVles, Inc. Fn Jul zu uy:uz:oz zula rage z
10:3zzrE5595gHBgKdROwR6OYzkwee•BJkNf MuGOoISX9pAy_QzHHOOssR6Hoswe42gywDPn
LOAD CASE(S) Standard
Concentrated Loads (III)
Vert: 4=345 15=460(8)
Q WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED M1TEK REFERENCE PAGE MX7472 ruv. fOOblMS BEFORE USE.
Design valid for use only with MlTek9 connectors This design is eased only upon parameters shown, and Is for an Individual budding component, not
a truss system Before use, the building designer must vents me applicability of design parameters and properly Incorporate mu design into me overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, danvery, erection and bracing of trusses and Irusa systems, see ANSUIPII Quality Criteria. OS049 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22714. Tampa, PL 36610
Job Truss Truss Type Oty PlyPark Sq HMTribeca-1986-20878
T14620342
P19868 2087-T 83 HIP 1 1
Job Reference (c
Mid-Flonda Lumber, Bartow, FL. S.130 s Mar 11 2018 MiTek Industries, Inc. Fn Jul 20 09:02:53 2018 Page 1
10 3zzrE5595gHBgKdROwR6OYzkwee-MItsOWe?8fNb6LMuTOyAgZDnILAjRx5aNd5GywOPm
t-0-0 5-0.0 9.8-0 14.44) 194-0 20-4-0
1-0-0 5-0-0 4-8-0 4$-0 640 1-0-0
08 =
1 5x4 It 4x6 =
Scale = 1 34.8
3x4 =
15x4 II 5x8 = 1.5x4 II
3x4 =
544 9.8.0 14-4-0 194-0
5-0-0 4$-0 441-0 5.0-0
Plate Offsets 0(.Yt— f3:0.5-4.0-2-01,f5.0.5-4.0-2-OL 19:0-4-0.0-3-01
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.46 Vert(LL) 010 9 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 057 Vert(CT) -017 9 >999 ISO BCLL
00 Rep Stress Incr NO WB 0.26 Horz(CT) 0.05 6 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Weight. 87 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=1174/0-8-0, 6=1174/0-8-0 Max
Harz 2=58(1-C 9) Max
Uplift 2=332(LC 8). 6=386(LC 9) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-2097/638. 3.4=2380763, 4-5=2380763, 5-6-2097/641 BOT
CHORD 2-10=546/1821, 9-10=544/1832, 8-9=512/1832, 6-8=514/1821 WEBS
3-10=0/313, 3-9=282/681, 4-9=467/308, 5-9=282/681, 5-8=0/313 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; Cat. II; Exp B, Encl., GCpi=
0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1 60 3)
Provide adequate drainage to prevent water ponding. 4)
na 5)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '
This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will
fit between the bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=(b) This item has been 2=
332, 6=386. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170111 down and 181 lb up at sealed b VelezJoaquin, PE y 4SO-0, 51 lb down and 77 lb up at 7-0-12, 51 lb down and 77 Ib up at 9-0-12, 51 lb down and 77 Ib up at 10-3-4, and 51 lb down Digital Signature.
and 77Ibupat12-3-4, and 170 lb down and 181 lb up at 144-0 on top chord, and 86 lb down at 5-0-0. 36 lb down at 7-0-12, 36 lb using a 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 Printed copies of this of such
connection device(s) is the responsibility of others. document are not Considered 9) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). signed and sealed and the LOAD CASE(
S) Standard signature must be verified 1) Dead +
Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 on any electronic copies. Uniform Loads (
pit) Joaquin Vela: PE No.0182 Vert: 1-
3=60, 3-5=60, 5.7=-60, 11-14-20 Miiek USA, Inc. FL Cert NU 6904 Pulse
East Blvd. Tampa FL 33610 Date: July
20,
2018 tD WARNING .
Vartfy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110.7473 rev. 16N3/201e BEFORE USE. Design valid
for use only with MfTaltm 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 verily the applicability of design parameters and properly Incorporate tru design into the overall budding design.
Bracing indicated Is to prevent bucking of individual truss web and/or afford members a". Addsloml temporary and permanent bracing M iTe k' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the faw"on,
storage. delivery, erection and brsang of trusses and truss systems. see ANSVIPI1 Quality Criteria, OSS49 and SCSI Building Component Safety Informationavailable
from Truss Plate Institute, 218 N. lee Street, Suite 312. Alexandria, VA 22314 6904 Parke
Fast BM Tampa. FL
36610
Job Truss Truss Type Ory Park Sot Hm/rribeca-1986-20878Plyr
T14620342
P 1986B2087-T B3 HIP 1 1
Mid-l-londa Lumber, Bartow, FL. O' l30 s Mar I 1 2010 MtTek Industries. Inc. Fn Jul 20 09:02 53 2018 Page 2
ID:3zzrE5595gHBgKdROwR6OYzkwee-MItsOWe?6fNb6LMuTOyAgZDnILAIRx5aNd5GywOPm
LOAO CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=123(F) 5=123(F) 10=-64(F) 8=-64(F) 17=51(F) 18=5l(F) 19=51(F) 20=51(F) 21=26(F) 22=26(F) 23=26(F) 24=26(F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M14T473 rsv 10/017015 BEFORE USE.
wwww
Design valid for use only with MlTek* connectors This design is based only upon parameters shown, and is for an Individual building component, net Wtatrusssystem. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overact
budding design Bracing indicated is to prevent buckling of Individual trust web and/or chard members only. Additional temporary and permanent bracing M iTek' la always required fdr stability end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTPN Quality Criteria, OSS419 and SCSI Building Component so" Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lea Sueel, Suds 31Z Alexandria. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Palk Sq Hm/Tfibeca-1986-20878
T14620343
P19868_2087-T C1 COMMON 4 1
all
Mid-Flonda Lumber. Bartow, FL. 8 130 s Mar 11 2018 Mirek Industries, Inc. Fri Jul 20 09:02.53 2018 Page 1
10.3zzrE5595gHBgKdROwR6OYzkwee-MItsOWe98Mb6LMuTDyAo,Z2nKlAmjx5aNd5GywOPm
t-0-0 64-0 1241-0 13-8-0
1-0-0 6.4-0 6.4-0 1-0-0
4x4 =
3x4 _ 1 Sx4 II
3x4 =
Seale = 1,24 4
N
64.0
64-0
12.8-0
64-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TIC 047 Vert(LL) 0.06 6-9 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 6-12 >999 180
8CLL 0.0 ' Rep Stress Ina YES WB 0.11 Horz(CT) 0.01 4 n/a n/a
BCOL 10.0 Code FBC2017rTP12014 Matrix -MS Weight, 48 Ili FT = 20%
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
REACTIONS. (lb/size) 2=56710-4-0, 4=567/0-4-0
Max Horz 2=71(LC 12)
Max Uplift 2=185(1-C 12), 4=-185(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ili) or less except when shown.
TOP CHORD 2-3=718/263. 3-4-718/263
BOT CHORO 2-6=-123/577, 4-6=123/577
WEBS 3-6=11/299
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; BCDL=3.Opsf; h=25ft; Cat. It: Exp B; Encl.,
GCpi=0.18: MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 64-0, Exterior(2) 6-4-0 to
9-4-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=185,4=185
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
MTek USA,.Inc. FL Cart WU
8904 Parke East BNd. Tamps FL 33810
Data:
July 20,2018
0 WARNING - Val/y design parameters and READ NOTES ON T1aS AND INCLUDED AI TEK REFERENCE PAGE AM7472 ray. Ide3/2015 BEFORE USE.
Design valid for use only with MlTekiA connectors. This design Is based only upon parameters shown, and Is for an Individual buddng component, not
a truss "am. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design Imo the overall
budding design 818ctng Indicated Is to prevent budding of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' 13 always required for siabdity and to prsntveCollapse with possible personal Injury and property damage. Far general guidance regarding the fabrication,
garage, delivery, erection and bradng of trusses and truss systems. a" ANSVrPI1 Quality Criteria, OS829 and SCSI Building Component 6904 Parke Fast Siva. Salary
Information available from Truss Plate Institute, 218 N. Lae Street. Suite 31Z Alexondda. VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Park Sq Hm/Tnbeca-1986.20878ly
T14620344
P19868_2087-T C2 COMMON 3 1
is
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Jul 20 09:02:54 2018 Page 1
I D:3zzrE5595gH BgKdROwR6OYzkwee-7is74818PJG W71hXwb_SVNMkaB(Cv0y4JE7 BdiywOPI
1-0-0 S." 12A4)
1-0-0 64.0 64-0
04 =
3x4 = 1.5x4 II
64-0 1241-0
6-4-0 64-0
LOADING (psf) SPACING- 2-0-0 CSI.
TILL 20.0 Plate Grip OOL 1 25 TC 048
TCOL 10.0 Lumber OOL 1.25 BC 0.47
BILL 00 Rep Stress Incr YES WB 0.11
SCOL 10.0 Code FBC2017f'PI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=504/Mechanical, 2=56910-4-0
Max Hors 2=80(LC 12)
Max Uplift 4=154(LC 13), 2=186(LC 12)
FORCES. (lb) - Max. Camp./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=-1591583, 4-5=159/583
WEBS 3-5=20/300
Scale 1/2"=l'
R
30 =
DEFL. in (loc) Well L/d PLATES GRIP
Vert(LL) 0.07 5-8 >999 240 MT20 244/190
Vert(CT) -0.11 5-8 >999 ISO
Horz(CT) 0.01 4 n/a n/a
Weight: 46 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oe purlins.
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; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=25ft; Cat. II; Exp 8; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -140 to 2-0-0, Interior(1) 2-0.0 to 64-0, Exterlor(2) 6-4-0 to
94-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
4=154,2-186. 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
Miiek USA,.Inc. FL Cart 6634
09% Parity East Blvd. Tampa FL 33610
Date:
July 20,2018
O WARNING • Vanity design parameters and READ NOTES ON Ties AND INCLUDED a07EK REFERENCE PAGE M0-7473 rev. 10,40=015 BEFORE USE.
Design valid for use only wM M1TekA connectors. TMs design Is based only upon parameters shown, and la for an individual budding component, not
a truss "am Before use, the budding designer must venry the appiirabNty of design parameters and property Incorporate this design Into the overall
budding design. Bracing indicated Is to prevent bucMng of IndMdual teas web and/or Chord members onty. Additional temporary are permanent bracing M iTe kisalwaysrequiredforstabdayandtopreventcollapsewithpossiblepersonalinjuryandprop" damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVIPII Quality Criteria, OSS49 and SCSI Building Component 904 Parke East SM.
Safety information available from Truss Plate institute, 216 N. Lee Sweet. Suite 312. Alexandria. VA 22314. Tampa. FL 36810
Jab Truss Truss Type Oty ply Park Sq Hm/Tribeca-1986-20878
I T14620345
P19868 2087-T C3 HIP 1
all
Mid -Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Jul 20 09:02:55 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-euOMX2mAcON&FkUJVh2bvxWbOvegSEYuskA8ywOPk
1-0-0 5-0-0 7.8-0 12-8-0 13-8-0
1-0-0 5-0.0 2 8-0 5-0-0 1-0-0
Seale: M20=1'
i
axe =
15
4x4 =
3x4 = 1.5x4 II 30 =
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL
3x4 =
5-0-0 241-0 S."
Plate Offsets fX.Yt— 13:0.5-4.0-2-01
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 8-11 999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.44 Vert(CT) 0 07 8-11 999 180
BCLL 00 Rep Stress Incr NO WB 0.10 Horz(CT) 0.02 5 n/a n/a
BCOL 10.0 Code FBC2017/rP12014 Matrix -MS Weight, 54 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=792104-0.5=792/0-4-0
Max Horz 2=58(1_C 13)
Max Uplift 2=245(LC 8). 5=281(LC 9)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=12501395, 3-4=10751407, 4-5=1251/413
BOT CHORD 2-8=-268/1065, 7-8=267/1074, 5-7=278/1065
WEBS 3-8=5/257.4-7=18/258
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc punins.
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; Vu6=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCOL=3.0psf; h=25ft; Cat. 11, Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip OOL=1 60
3) Provide adequate drainage to prevent water ponding.
4) na
5) This truss has been designed for a 10.0 pat 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 loint(s) except (lt=lb)
2=245, 5=281.
8) 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, and 51 lb down and 77 lb up at 6-4-0, and 170 lb down and 181 lb up at 7-8-0 on top chord, and 86 lb down at 5-0-0, and 36
lb down at IS-", and 86 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3-60. 3.4=-60, 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)
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
Wek USA Ina FL Cett NU
6904 Parke East Blvd. Tamps FL 32610
Date:
July 20,2018
0 WARNING - V designoiHyp parameters and READ NOTES ON T/03 AND INCLUDED A9TEK REFERENCE PAGE MU-7Q! row. feN!/!e1! BEFORE USE.
Oesign vailo for use only with MITekS 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 verily the applicability of design parameters and property incorporate this design Into the overall
budding design. Bracing indicated Is to prevent bulling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stabddy and to prevent collapse with possible personal injury and property damage For general guidance regarding me
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criterls, OSS49 and SCSI Building Component 6904 Parke East Blvd.
Sdety Information available from Tops Plate Institute, 210 N. Lee Street, Suite 312. Alexarwna. VA 22314 Tampa, FL 36810
Job Truss Truss Type City Ply Park Sq HrrVTribera-1986-20878
T14620346
P19868_2087-T CJ1 JACK 14 1
b Reference (ootionall
Mid-Flanda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Jul 20 09:02:56 2018 Page 1
10:3zzrESSSSgHBgKdROwR6OYzkwee-44_tVt30nwWEE3gw200waoSAX?SoN8ENnY W ibywOPi
1 0-0 1-0-0
1-0-0 1-"
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 200 Plate Grip DOL 1.25 TC 007
TCDL 10.0 Lumber DOL 1.25 BC 0.01
SCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-4-0, 4=0/Mechanical
Max Harz 2=41(LC 12)
Max Uplift 3=7(LC 12), 2=58(LC 12)
Max Grav 3=1O(LC 19).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
2x4 =
1-0-0
DEFL. in (loc) Udell Ud PLATES GRIP
Vert(LL) -0.00 5 >999 240 MT20 244/190
Vert(CT) -0.00 7 >999 180
Horz(CT) 0.00 2 n/a n/a
Weight: 5 lb FT = 200A
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or IG-0.0 oc bracing.
NOTES- -
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3 Opsf; h=25R; Cat. II; Exp B; Encl.,
GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) 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 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 vide
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 100111 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 Vain PE No.68182
M1Tek USA„Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL ]]610
Date:
July 20,2018
AWARNING - Verily design parameters and READ NOTES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE A111.7472 rev. 1011=015 BEFORE USE.
Design valid nor use only won MITek® mnnectots. This design Is based only upon parameters Drown, and rs for an individual budding component, not
a thus system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall
budding design. Bracing Indicated Is to Prevent budding of individual Buss web and/or chard members only. Additional temporary and permanent bracing M iTe k' Is always required for sabprevent collapse andtoprevecollapsewMpossible personal Injury and property damage. For general guidance regarding me fabrication, storage,
delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Pate Institute, 216 N. Lee Street. Suite 312. Alexondna, VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Py Park Sq Hmfrribeca-1986.20878
T14620347lJobReferenceP198682087-T CJ3 JACK 12 1
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2016 MiTek Industries, Inc. Fri Jul 20 09:02:56 2018 Page 1
I0.3zzrE5595gHBgKdROwR6OYzkwee-44_t OxNWEE3gw200waoSAA?RnN8ENnYcKibywOPj
100 344
1-0 0 3-0.0
Scale: I al'
2x4 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.09
TCOL 10 0 Lumber DOL 1.25 BC 0.08
BC LL 0.0 Rep Stress Incr YES WB 0.00
BC OL 10.0 Code FBC2017/TPI2014 Matnx-MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=71/Mechanical, 2=188104-0, 4=36/Mechanical
Max Harz 2=85(LC 12)
Max Uplift 3=52(LC 12). 2==64(LC 12), 4=-4(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
DEFL. in (loc) Udefl L/d
I
PLATES GRIP
Ven(LL) -0.00 4-7 >999 240 MT20 2441190
Vert(CT) -0.01 4-7 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oo purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for
members and forces 8 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 loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4.
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
Welt US/,,Inc. FL Cert 8834
8804 Parke Ead Blvd Tampa FL 33810
Date:
July 20,2018
AWARNING - verify design p...tam and READ NOTES ON TINS AND INCLUDED ACTEK REFERENCE PAGE Mn.7472 rev. I&VW015 BEFORE USE.
Design valld for use only with MRek* connectors This design Is based only upon parameters shown, and Is for an IndWual budding component, not
a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall
budding design Bracing indicated is to prevent buckling of indMdual truss web and/or chard members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent e002pse with possible personal injury and property damage. For general guidance regarding the
1catim. storage, dellvery, erection and bracing of trusses and truss systems, see ANSVWII Oualty Criteria, OS829 and SCSI Building Component 6904 Parka EJst BNO
Safety Information Available from Thus Plate Include, 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hmlrnbeca-1986-20878
1 T14620348
P19868_2087-T CJ3T SPECIAL 2 1
Job Reference (oodonall
Mid-Flodda Lumber, Banow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Jul 20 09.02 57 2018 Page 1
ID-3zzrE5595gHBgKdROwR6OYzkwee-YHYGi03lhEe5sOP6bkX970 LOPlb6bUX?CLrE1ywOPi
t-0-0 2-3.4 3-"
t-0-0 23.4 04-12 (3)-0.1314.5-
I TOENAILS
Scale: 1•21•
nd
a
2x4 =
2.3-4 3-"
2.34 041-12
Plate Offsets (X.Yh 13:0-3-10.0-0-111
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1 25 TC 0.12 Ven(LL) 0.01 6 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1 25 BC 0.17 Ven(CT) 0 Ot 6 999 180
BCLL 0.0 Rep Stress Incr YES WWB 0.00 Horz(CT) 001 5 Ma n/a
SCOL 10.0 Code FSC2017/TPI2014 Matrix -MR Weight: 13 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 'Except'
3-6: 2x4 SP No 3
REACTIONS. (lb/size) 2=188/0-4-0, 5=111/Mechanical
Max Harz 2=84(LC 12)
Max Uplift 2=-64(LC 12). 5=52(1_C 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc punins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing
NOTES.
1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2pst. BCDL=3.Opsf; h=25ft; Cat. II; Exp 8; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-1-8, Interior(1) 2-1-8 to 3-0-0 zone,C-C for members
and forces S MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 3-6-0 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 beanng plate capable of withstanding 100 lb uplift at joint(s) 2, 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 Velez PE No.68182
MTek USA, Inc. FL Ced NU
6904 Perks East Blvd. Tempe FL 33610
Date:
July 20,2018
AWARNING - Varlly design parameters and READ NOTES ON TMS AND INCLUDED AVTEX REFERENCE PAGE 111114173 rev. IOM2,2016 BEFORE USE.
Design valid for use only with MTTek® connectors. This design is based only upon parameters shown, and Is for an individual budding component, not
a truss $"am. Baton use, the budding designer must verily the applicability of design parameters and properly incorporate this design into the overall
budding design. Bracing Indicated Is to prevent buciding of Individual truss web and/or Nord members only Additional temporary and permanent bracing M ITek' la always required for Stability and to prevent co0apse with possible personal injury and properly damage For general guidance regarding ma
fabrication, storage, delivery, erection and bracing of wads and truss systems, see ANStrrPl1 Quality Criteria, OSS49 and SCSI Building Component 6904 Perko East Blvd
Safety Information available from Truss Plate Institute, 218 N. lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610
Truss Truss Type oty Py Parit Sq Hm/Tnbeca-1986.20878
T14620349
ob
19868 2087-T CJS JACK 4 1
all
Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jul 20 09:02:57 2018 Page 1
10:3zzrE559SgHBgKdROwR6OYzkwee-YHYGiD3lhEe5sOP6bkX970 HIP76bUX?CLrE1ywOPi
1-0-0 s 0
1-0-0 5"
20 =
LOADING (psf) SPACING- 2-0-0
TCLL 20 0 Plate Grip OOL 1.25
TCDL 10.0 Lumber DOL 125
SCLL 0.0 Rep Stress Incr YES
BCDL 100 Code FBC2017frPI2014
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
CSI. DEFL. in loc) Udell Ud
TIC 0.32 Vert(LL) 0.04 4-7 999 240
BC 026 Vert(CT) 0.06 4-7 988 180
WB 000 Horz(CT) 0.00 3 n/a n/a
Matrix -MP
REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0.4-0, 4=64/Mechanical
Max Herz 2=130(LC 12)
Max Uplift 3=94(LC 12), 2=80(LC 12), 4=6(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 a 1.17.0
PLATES GRIP
MT20 244/190
Weight. IS lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly 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: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=2511; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for
members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord to all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2, 4.
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
l hTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tempe FL 33610
Date:
July 20,2018
WARNING - Verify doslgn parameters and READ NOTES ON THIS AND INCLUDED AI7EK REFERENCE PAGE aU47p2 tow. 10Al2r2015 BEFORE USE.
Design valid far use "with Weida, Connectors This design is based only upon parameters shown, and is rat an IndtMual budding component, not
a truss system Before use, the budding designer must vent' the applicability or design parameters and properly, Incorporate this design into the overall
budding design Bracing indicated Is to prevent buckling of IndMdusl truss web and/or chord members any Additional temporary and permanent bracing DA;;ek• is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding me IYl l l
fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPI1 Quality Cnterla, 05849 and SCSI Building Component saw Perko East Blvd.
Safety Information available from Truss Plate Institute, 216 N. L0e Street. Suite 31Z Alexandria. VA 22314. Tampa FL 36610
Job Truss Truss Type City Ply Park Sq Hn rnbeca-1986-20878
T14620350
P19868 2087-T CJ5T SPECIAL 2 1
all
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 M7ek Industries, Inc. Fri Jul 20 09:02:58 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-0T5ewz4fSXnbcTN 19R2ofDXR7o3Wr21gEs5OmTywOPh
1-0 0 2.34 5-0-0
1-0 0 2-3-4 2-0-12
2x4 =
Scale a 1:17.0
2-34 5-0-0
2-34 2A-12
LOADING (psf) SPACING- 2-0-0 CS1.
TCLL 200 Plate Grip OOL 1.25 TC 0.44
TCDL 100 Lumber DOL 1.25 8C 031
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 100 Code FBC2017/TPI2014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2 'Except'
3.6: 2x4 SP No.3
REACTIONS. (lb/size) 4=114/Mechanical, 2=264/0-4-0, 5-78/Mechanical
Max Horz 2=130(LC 12)
Max Uplift 4=77(LC 12). 2=80(LC 12), 5=23(LC 12)
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.
DEFL. in (loc) I/deft Ud PLATES GRIP
Ven(LL) 006 3 >948 240 MT20 244/190
Vert(CT) -008 3 >723 180 Horz(
CT) 0.04 5 n/a n/a Weight:
19 lb FT = 200A BRACING -
TOP
CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT
CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES-
1)
Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-8, Interior(1) 2-1-8 to 4-11-4 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will
fit between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, S. 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 M7ek
USA, Inc. FL Cert 1if134 6904
Parke East Blvd. Tamps FL 33010 Date:
July
20,2018 AWARNING •
Verify design parameters and READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE Md•7472 rov. 100212015 BEFORE USE. Design
valid for use only with MlTeloA connectors. This design Is belled only upon parameters shown, and Is for an Individual building component, not- a
truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding
design. Bracing Indicated Is to prevent buckiing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' IsswaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of trusses and truss systems, sea ANSUTPII Quality Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety
Information available from Truss Plata Institute. 218 N. Lae Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36810
Job Truss Truss Type Oy Park Sq Hm/rribeca-1986-20878
JPty T14620351
P19868_2087-T 01 COMMON 4 1
Job Reference (optionall
Mid-Flodda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek industries, Inc Fri Jul 20 09:02:59 2018 Page 1
10:3zzrE559SgH8gKdROwR6OYzkwee-UN08v5HOruo5VV gadCR4eECOVaT1pTWgyJ"DPg
1-0-12 4-11-4 9-114
12 4-114 5-04)
4x4 =
1.5x4 II 3xB — I Sits II
LOADING (pso SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.29
TCOL 10.0 Lumber OOL 1.25 BC 0.20
BCLL 0.0 Rep Stress Incr YES WB 0.08
BCDL 10.0 Code FSC2017/TPI2014 Matrix -MS
DEFL. in (loc) Udell L/d PLATES GRIP
Ven(LL) -001 5-6 >999 240 MT20 244/190 Ven(
CT) -003 5-6 >999 180 Horz(CT) -
0 00 5 n/a n/a LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 BOT CHORD REACTIONS. (lb/
size) 7=46310-7-4, 5=381/0-4-0 Max Horz
7=97(LC 10) Max Uplift
7=145(LC 12), 5=114(LC 13) FORCES. (Ib) -
Max. CompJMax. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD
2-3=320/165, 34=317/175. 2-7=420/270, 4-5=338/209 Scale a
1.30.9 Weight. 60
lb FT - 20% Structural wood
sheathing directly applied or 6.0-0 oc purlins, 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; Vut=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCOL=3.Opsf: h=25ft: Cat. 11, Exp B: Encl., GCpi=0.
18: MWFRS (envelope) gable end zone and C-C Exterior(2) .1-0.12 to 1-11-4, Interior(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 & MWFRS for reactions shown: 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 hit
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 (j1=lb) 7=145,
5=114. 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.811162 MiTek USA,
Inc. FL Cart NU 6904 Parka
East Blvd Tamps FL 33810 Osta: July
20,
2018 0 WARNING -
Vadfy design parameters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MIF7473 tow. I&IM015 BEFORE USE. Design valid
for use only with MITek® 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 verity the applicability of design parameters and properly Incorporate this design Into the overact building design
Bracing indicated Is to prevent buckling of indlvrdual buss web and/or Nord members only Adddlonai temporary and Permanent bracing MiTek* Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage.
delivery, erection and bracing of vussea and truss systems, sea ANSUTPH Quality Criteria. OSS49 and SCSI Building Component 69" Parke East Blvd Safety IMonbatlon
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 HrtJfribeca-1986-20878
T14620352
P1986B_2087-T D2 COMMON 2 1
D all
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Fri Jul 20 09.02.59-2018 Page 1
10:3zzrE 5595gHBgKdROwR6OYzkwee-U808v5HDruo5WN8adCR4eHCPOaTmpTWgyJwywOPg
t-0-0 5-04 10." 1141-0
1-0-0 5-04 5."
Scale = 121.9
4x4 =
600 12
14
2
15
4
la5
6
t.5x4 II
3x4 = 3x4 =
64).0 10.0-0
5-0-04-8-0
LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud - PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.29 Ven(LL) 0.03 6-13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 6-13 >999 180
BCLL 0.0 Rep Stress Incr YES WB 008 Horz(CT) 0.00 • 4 n/a n/a
BCOL 10.0 Code FBC2017/rP12014 Matnx-MS Weight. 39 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
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/sae) 2=494/0-4-0, 4=43610-8-0
Max Horz 2=58(LC 12)
Max Uplift 2=161(LC 12), 4=148(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-495/195, 34=480/203
BOT CHORD 2-6=-67/379, 4-6=67/379
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=25ft; Cat. II; Exp B, Encl.,
GCpi=O IS: MWFRS (envelope) gable end zone and C-C Extericr(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to
840 zone; cantilever left exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrerlt with any other live loads
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb)
2=161. 4=148.
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
MiTek USA, Inc. FL CeR 6631
6904 Parke Eaat Blvd. Tampa FL 33610
Data:
July 20,2018
Q WARNING • VNHV design Parameters and READ NOTES ON TNIS AND INCLUDED AGTEK REFERENCE PAGE a1114472 rsv. 1000311l01S aEFORE USE.
Design valid for use only wan MlTeltm connectors This design is baud only upon parameters shown, and Is for an Individual building Component, not
a truss system. Before use, me budding designer must verify the applicability of design parameters and properly Incorporate this design into me overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web andiat chord members only Additional temporary and permanent bracing M 11ek' Is 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 of trusses and truss Systems, see ANSUTPH Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Bind_
Safety Information available fmm Truss Plate institute, 216 N Lee Street, Suds 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hr Tnbeca-1986.20878
T14620353
P1986B_2087-T 03 GABLE 1 1
b Reference footionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 M7ek Industries, Inc. Fri Jul 20 09.03 00 2018 Page 1
10:3zzrE 5595gHBgKdROwR6OYzkwee-yrDOLF6v_90fig8hHs5slecgEcmzJxtz WaVrMywDPf
t-0-0 5-0.0 10-0.0 11-0-0
t-0-0 S." 5.0.0
Scale = 1.21.9
4x4 =
a 7 6
3x4 = 1.5x4 II 1 5x4 II 1.50 11 3x4 =
LOADING (psQ SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.21
TCOL 10.0 Lumber OOL 1.25 BC 0.25
BCLL 0.0 Rep Stress Incr YES WB 0.04
SCOL 100 Code FBC2017/TP12014 Matrix -MS
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
DEFL. in (loc) I/de8 Ud PLATES GRIP
Vert(LL) 0.01 5 n/r 120 MT20 244/190
Vert(CT) 0.01 5 n/r 120
Horz(CT) 0.00 4 n/a n/a
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
REACTIONS. All bearings 943-0.
III) - Max Horz 2=58(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s) 7, 8, 6 except 2=-144(LC 12), 4=107(LC 13) Max
Grav All reactions 250 lb or less at joint(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 live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opst; h=25ft; Cat. 11; Exp B, Encl.. GCpi=
O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 5.0-0, Extenor(2) 5-0-0 to 8-
0-0 zone; cantilever left exposed :C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate gnp OOL=
1.60 3)
Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable
End Details as applicable, or consult qualified building designer as per 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 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) 7, 8, 6 except jt=
lb) 2=144. 4=107. 2=144. 4=107 8)
n/a 1
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 MiTek
USA, Ina FL Carl 6834 6904
Parke East Blvd, Tampa FL 33610 Date:
July
20,2018 A
WARNING - Verify design parametersand READ NOTES ON TNIS AND INCLUDED AGTEK REFERENCE PAGE 110167473 rev. IOM3120IS BEFORE USE. Oealgn valid
for use only with MITakli connectors This design is based only upon parameters shown, and Is for an individual budding componaa, not a buss
system. Before use, the budding designer must verify the applicability of design parameters and property InCorporala this design into the overall budding design
Bracing Indicated Is to prevent bucMing of Individual truss web and/or chard members only Adddlonal temporaryand parmanem bracing M iTek' Is akrays requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery,
erection and bracing of trusses and buss systems, sea ANSUTPI1 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available
hom Tniss Plate Insmute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq Hm/Tnbeca-1986.20878
T14620354IP198682087-T F1 ROOFTRUSS 12 1
0(oodonall
miv-rionva Lumoer. DanaW, rL.
0-1-8
Hpl:g—
o. tau 3 mar i i tv to mi i ex utvu3me3, inr:. rn out ev uy:w:vt tv to rage I
ID 3zzrE5595gHBgKdROwR6OYzkwee-uEL9mx79WmGNy__14OH7Kg3i1HOHenhzG9U3cvEywOPd
PI&I
44 =
I )a
tx3 = 4)S = 4x4 = 1x3 11 3x3 = 3X3 = 3x3 = 14 II 3x3 =
1 2 3 4 5 6 7 a 9
32 31 30 29 28 27 26 25 24 23
64 = 5x6 II 3xS MT20HS FP =
6x6 =
34 =
34 = 3x6 FP= 1x3 II 04 =
10 11 12 13 14
22 21 20
6x6 =
3x8 MT20HS FP =
LOADING (psf) SPACING- 1.4-0 CS1. DEFL. in (loc) Well Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) .0.78 24 >433 360
TCOL 10.0 Lumber OOL 1.00 SC 0.94 Vert(CT) -1.07 24 >315 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.10 17 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD
1-11: 2x4 SP No. 1(flat)
BOT CHORD 2x4 SP No.2(flat) BOT CHORD
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 32=1033/0.8-0, 17=103310-8-0 FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-32=-1020/0, 16-17=-1019/0, 1-2=1089/0, 2-3=2936/0, 3-4=-4408/0, 4-5=440810. 5-6=
5443/0, 6.7=-W49/0, 7-8=6283/0, 8-9=6283/0, 9-10=6061/0, 10.12-5439/0, 12-13=
4405/0, 13-14=4405/0, 14-15=2935/0, 15-16=1089/0 BOT CHORD
30-31=0/2119, 29-30=013732, 27-29=0/5019, 26.27=0/5842, 25.26=0/6283, 24-25=0/6283, 23-24=
0/6253, 22-23=015845, 20-22=0/5016, 19-20=0/3730, 18-19=0/2118 WEBS 16-
18=011445, 1-31=011446, 15-18=139710, 2-31=1397/0, 15-19=0/1108. 2-30=0/1108, 14-19-1079/
0, 3-30=1079/0, 14-20=01896, 3.29=0/897, 12-20=811/0, 5-29=-811/0, 12-22=0/
574, 5-27=0/575, 10-22=55110, 6-27=54110. 10-23=0/350, 6.26=0/419, 9-23=397/
26, 7-26=6051146. 9-24=2831400. 7-25=-2031279 a e = 1:
48
6 06 = tic = 44 =
1x3 =
15
16 36
g 35
m d
19 18
17
5x6 II 64 =
PLATES GRIP MT20
244/190
MT20HS 187/143
Weight: 186 lb
FT = 20%F, 11 %E Structural wood sheathing
direly applied or 2-2-0 oc puriins, except end verticals
Rigid ceiling directly
applied or 10-0-0 oc bracing. Except: 2-2-0
oc bracing: 25-26,24-25.23-24. 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 3-1Od (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. 0 WARNING • Verify design
parameters and READ NorES ON r/0S AND INCLUDED dOTEK REFERENCE PAGE Ma-14" rev. 140=015 BEFORE USE. Design valid for use
only with MITel* connectors This design is based Only upon parameter shown, and Is for an individual budding component, not a truss system. Before
use, the buddbip designer must verity the applicability of design parameters and property incorporate NU design Into the overall budding design. Bracing indicated
is to prevent buckling of Individual thus web ancuor chant 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, delivery. election
and bracing of trusses end truss systems, sea ANSUTPIt Quality Criteria, OSS49 and SCSI Building Component Safety Information available from
Truss Plate Institute. 216 N. Lee Street, Suite 31 Z Alexandria. VA 22314. 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 MiiTek USA, Inc. FL
Cart 8834 6904 Parke East Blvd.
Tampa FL 33010 Date., July 20,2018
MiTek'
6904 Parke East
Blvd.
Tampa, FL 36610
Job Truss Truss Type Oty Sq Hmrrribeca-1986-20878T14620355Plyqftrk
P198682087-T F1A ROOFTRUSS 5
b Reference (opt4onall
mio-rlonoa Lumoer, ciartow, rL.
0.1.8
HP-t-
4x4 =
1x3 =
tx3
1 2
34
33
MKI
32 31 30
1 5x4 II 4x4 =
tx3 II
3 4 5
29 28 27
3x8 MT20HS FP =
3x6 =
0.1w s mar I I tutu ml1 ea moustres, mc, rn au1 to uv:ud.uJ Zulu rage I
ID:3zzrE5595gH8gKdROwR60Y7kwee-NOvX2G8nH4PEa8tGy_e2MHECupfNW6HP08o9ShywDPc
1.7.1 oFL:.I.? e0-kIW=1'
3x4 =
1x3 ='
1.Sx4 II 1 5x4 II 5x6 = 4x6 = 3x6 FP = 14 II ba =
8 7 8 9 10 11 12 13 14 15 16 17
f36
135
26 25 24 23 22 21 20 19 18'
4x8 = 4x4 = 3x6 = 3x4 = 1x3 II
3x8 =
16.3.4
16.1.12
1t-7.8 I-10.12 1-b0 1.3.0 0 d 11.7.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. 1n (loc) Udell Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0 30 26-27 632 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 8C 0.78 Vert(CT) 0 42 26-27 459 240 MT20HS 187/143
8CLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 004 18 n/a n/a
BCOL 50 Code FSC2017/rP12014 Matrix-S Weight 150lb 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,
1-12: 2x4 SP DSS(flat) except end verticals.
80T CHORD 2x4 SP No.2(flat) 'Except' 80T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
18-28. 2x4 SP DSS(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 32=783/0-8-0, 18=54710-8-0, 24=1768/0-8-0
Max Grav 32=819(LC 3). 18=590(LC 4). 24=1768(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-32=-812/0, 17-18-585/0, 1-2-772/0, 2-3-1900/0, 3.4-2461/0, 4-5=2461/0,
5.6=2439/0, 6-7=-1390/88, 7-8=1390/88, 8-9-1390/88, 9.10=0/1263, 10-11=01764, 11-13-
704/211, 13-14=1266/0, 14-15-1266/0, 15-16=1180/0, 16-17=525/0 BOT CHORD
30-31=0/1489, 29-30=0/2277, 27-29=012543, 26-27=0/2188, 25.26=88/1390, 24-25=
503/202, 23-24=-1263/0, 22-23-391/291, 21-22-54/1092, 20-21=0/1328, 19-20=
0/1005 WEBS 10.
24=1041/0, 1-31=0/1049, 2-31-997/0, 2-30=0/572, 3-30=-524/0, 3-29=0/251, 6-27=
0/421, 6-26=1195/0, 17-19=0/714, 16-19=667/0, 13-21=0/300, 13-22-605/0, 11-22=
0/637, 11-23=959/0, 7-26=0/494, 10.23=0/928, 9-24=1371/0, 9-25=0/1706, 8-25=
802/0 1 NOTES- 1)
Unbalanced
floor live loads have been considered for this design. 2) All
plates are MT20 plates unless otherwise indicated. This item has been 3) All
plates are 3x3 MT20 unless otherwise indicated. electronically Signed and 4) Recommend2x6strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X Y') nails. sealed by
Velez, Joaquin, PE Strongbacks tobeattachedtowallsattheirouterendsorrestrainedbyothermeans. 5) CAUTION,
Do not erect truss backwards. 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 Velu
PE No.68182 MITek USA„
Inc. FL Cart 6634 6804 Parka
East Blvd. Tampa FL 33810 Date: July
20,
2018 AWARNING - Verify
design parameters and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1414=015 BEFORE USE. Design valid
for use only with MfTeNS 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 verily the applicability of design parameters and property Incorporate this design into the overall budding design
Bracing indicated Is to prevent bucYlmg of Individual suss web and/or coord members orgy Additional temporary and permanent tracing M iTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding ma fabrication, storage,
delivery. erection and bracing of lasses and truss systems, see ANSIfTPII Quality Criteria, OSS-49 and SCSI Building Component 6904 Parke East 81vd Safety Information
available from Truss Plate Institute. 216 N Lee Street Suite 31Z Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Qty Ply Park Sq Hrf1/rribeca-1986-20878I T14620356
P 198682087-T F18 GABLE 1 1
b all
mla-rionaa Lumcer, tdar(OW, rL
0-ke
a i au s mar i i zui a ml i ea mauwmes, me rn out zu uv:us-w cv is rage i
10:3zzrE5595gH BgKdROwR6OYzkwee-NQvXzG8nH4PEa8tGy_eZMHENaprT WIUP08o9ShywOPc
0-k8
Scale = 1,45.8
12.11-414.3.4 15.7.4
10000 Eli 1.
0-t t-4 1 i-4-0 1 1.4-0 ' I-" 1 1+0 1 1.4-0 ' 1-&0 1 1.4-0 1 1.4-0 1 1.3.4 'i168' 0.1-4e 1.4-0 '
04i.12 0-74 1-2-4
1.4-0 • 1." ' 1.4.0 ' 1-4.0 ' 1.4.0 ' 1.4-0 ' 1+0 ' 1-" V-11.4 '
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 100 TC • 008 Vert(LL) n/a n/a 999 MT20 244/190
TCOL 10.0 Lumber OOL 1 00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 25 n/a n/a
SCOL 5.0 Code FBC2017/TPI2014 Matnx-R Weight: 123 lb FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP'No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(8at) except end verticals
WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(8at)
REACTIONS. All bearings 28-6-8.
lb) - Max Grav All reactions 250 lb or less at joints) 48. 25. 36. 37. 38, 39. 40. 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 1 x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
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
MTek USA,.Ine. FL Ced 0834 .
6904 Parke East Bhd Tampa FL 33810
Date:
July 20,2018
QWARNINa - Verify dsslgn parameters and READ NOTES ON INIS AND INCLUDED aeTEK REFERENCE PAGEaril-IQf rev. 1da11013 BEFORE USE.
Design valid for use only with Waist connectors. This design is based only upon parameters Shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
budding design Bracing thdiCeted is to prevent buckling of Individual truss web and/or chard members only Additional temporary and permanent bracing M iTe k' Is ahvayS required (of stability and to prevails collapse with possible personal injury and property damage For general guidance regarding ins
fabrication, storage, delivery, erecdon and bracing of trusses and truss System$, sea ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lea Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610
4
a
Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca-1986-20878
T14620357
P19868 2087-T F2 ROOF TRUSS 1 1
Job Reference (optional)
Ntia-rionaa Lumoer, teanow, rL
0-1.8
H P-3.0
1k3 u
3 4 5
30 29 28 27
16 = 3x6 FP =
6.IJu s mar il2uiu mi f eK inaustnes, Inc. I-n JuI 2u U9 U3 D4 2UI6 Pagel 10:
3zzrE5595gHBgKdROwR6OYzkwee-rdTvBc902NX5Bl RS Wt9ovUn0008bFlgZcoYL7ywOPb I
7 12 I 09-14 SW 1/a•=,• Ix3
II IXJ II 34 = 3x6 FP= lx3 II 6
7 8 9 10 11 12 13 14 15 26
25 24 23 22 21 16 =
3x6 lx3 =
14 =
16
17 jI
Z&- 36 9
420
19 16 l
lx3
II 12$
14 14.1-12 94-
4 11-M 13-s-4 1640.12 21.11.0 lea
40-0 6ao 7.10-8 11.7-8 11- 12 1 1 aI&O 2 7ao8 2aae 1ao 2ao
zoo 1." 1 2-7.4 a 9.147 fV 2as12 1$0 041-14 0-1.
4 0-9.14 0.
14 0-7-
e 0814 LOADING (psf) SPACING- 1-
4-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 400 Plate Grip
DOL 100 TC 029 Vert(LL) -0.01 30 >999 360 MT20 244/190 TCOL 10.0 Lumber
DOL 100 BC 014 Vert(CT) -0 01 30 >999 240 BCLL 0.0 Rep
Stress Incr NO WB 0.15 Horz(CT) 0.00 18 n/a n/a BCDL 5.0 Code
FBC2017/TPI2014 Matnx-S Weight, 150 lb 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 purlins, BOT CHORD 2x4 SP
No 2(flat) except end verticals. WEBS 2x4 SP No
3(flat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. REACTIONS. All bearings 12-
10.0 except (jt=length) 32=0-7-4, 18=0-7-4 lb) - Max Uplift All
uplift 100 lb or less at joint(s) 22 Max Grav All reactions
250 lb or less at joint(s) 18. 26. 22, 23, 24, 25 except 32=278(LC 3), 27=613(LC 3), 21=422(LC 1)
FORCES. (lb) - Max. Comp./
Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 1-32=
275/0, 2-3=-424/0, 5-6=0/379 BOT CHORD 30.31 =
0/427, 29-30=0/404, 19-20=0/267 WEBS 1-31=0/
307, 2-31=280/0, 5-29=0/320, 5-27=529/0, 6-27=323/0, 15-21-336/0 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 beanng plate capable of withstanding 1001b uplift at joint(s) 22. 4) Recommend 2x6 strongbacks,
on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached
to walls at their outer ends or restrained by other means 5) CAUTION, Do not
erect truss backwards. 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 MTek USA, Inc. FL
Cert NU 6904 Parke East Blvd.
Tampa FL 33810 Data: July 20,2018
AWARNING -
Verify design parameters
and READ NOTES ON INS AND INCLUDED aaTEK REFERENCE PAGE M0-7473 row. 10N312015 BEFORE USE. Design valid for use
only with MITek* connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss "am. Before
use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated
is to prevent buckling of Individual was web and/or chord members only Additional temporary and permanent bracing M iTek' is always required forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection
and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from
Truss Plata lnsutute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oy Pry Park Sq Hm/Tnbeca-1986.20878
T14620358
P19868 2087-T F3 ROOF TRUSS 3 1
Job Reference (optional)
Mid-htoncia Lumber, tianow, FL a.lau s mar II zu1a mtteK Industries. Inc. rn tut zu uv:ua:uo zu1a rage i
ID 3zzrE5595gHBgKdROwR6OYzkwee-JpOHOVA2phtypRO13PgISiKi6dWK_CWIrSHGWZywDPa
1 3-0 0-7-0
1 34 = 2 14 II 3 1x3 It 434 =
Scale = 1,9 4
3x3 = 34 =
8 7 6 5
lx3 II Ix3 II
1.4-8 2-28 3.7-0
1.4.81.4.8 0.10-0
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -000 7 >999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0 00 7 >999 240 BCLL
00 Rep Stress Incr YES WB 0.06 Hofz(CT) 0.00 5 n/a n/a BCDL
5.0 Code FBC2017frPI2014 Matrix-S Weight 22Ib 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 purlins, BOT
CHORD 2x4 SP No.2(8at) except end verticals WEBS
2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
Ib/size) 8=127/Mechanical, 5=127/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) 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. Joaquin
Velez PE No.66182 Ill11Tek
USA, Inc FL Cert 8634 SM
Parke East BNd. Tampa FL 33610 Date:
July
20,2018 O
WARNING • Vdriry design parameters and READ NOTES ON T10S AND INCLUDED AOTEx REFERENCE PAGE d111-7472 rew. IW212015 BEFORE USE. Design
valid for use only with Weiu® Connector$ This design Is based only upon parameters shown, and is for an individual building 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 Indlcated is to prevent buckling of inalwdual truss web andlor chord members only Additional temporary and permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of trusses and truss system$. see ANSVTPN Quality Criteria, OSS49 and SCSI Building Component 6604 Parke East Blvd. Safety
Information available from Truss Plata Institute, 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca1986.20878
T14620359
P1986B 2087•T F3A ROOF TRUSS 1 1
rmu-rranua Lurnmr, oanuw, rL.. I u•s- u a. wu s mar i i Au is mi i ea mausmes, mc. rn Jul Au ua:ua uo Auto rage 1 1-
6CGvst?1sCifRr46lp2OywOPZ t
a-0 07- 1
34 = 2 tx3 II 3 1x3 II 4310 = Sale =
1:9 4 a
1x3
II 3x3 = 1-
4-0 1-
4-0 3x3 =
2.
2•B 0-
1'0 tx3
Ill 3-
7-0 1-
4-B LOADING (
psf) SPACING- 1-4-0 CSI. OEFL. in loc) I/defl Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TIC 007 Vert(LL) 000 6 .."" 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 001 Vert(CT) -0 00 8 >999 240 BCLL
00 Rep Stress Incr YES WB 002 Horz(CT) -0.00 5 n/a n/a BCDL
so Code FBC2017/TPI2014 Matnx-P Weight: 22 lb FT a 20%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 3-7.0 oc purlins, BOT
CHORD 2x4 SP No.2(flat) except end verticals. WEBS
2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.
All bearings Mechanical. lb) -
Max Grav All reactions 250 ID or less at joint(s) 8, 5, 5, 7, 6 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 10-0-0 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.88182 MiTek
USA, Inc. FL Cart 6834 NU
Parks East Blvd. Tampa FL 33610 Date:
July
20,2018 QWARNING •
Varlly design paramoran and READ NOTES ON TIdS ANO INCLUDED MITEK REFERENCE PAGE Mll•7472 rev. 1000212e15 BEFORE USE. Design
valid for use only with MITek® connectors. This design IS based only upon parameters shown, and Is hlr an individual budding component. not a
truss "am. Before use, the budding designer must vent' the applicability of design parameters and property Incorporate this design Into the overall budding
design Bracing Indicated is to prevent buckling of individual truss web and/or Nord members only. Additional temporary and permanent bracing Te k' isalwaysrequiredforstabilityandtopreventcollapsewithposaiblepersonalInjuryandproperlydamageForgeneralguidanceregardingtheisfaW¢
alion, storage, delivery, erection and bracing or trusses and truss systems, see ANSUM11 Quality Criteria, DSS-49 and SCSI Building Component 6904 Parka East Blvd. Sdaty
Information available ham Titus plate Institute, 210 N. Lee Street. Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job as Truss Type Oy Ply Park Sq Hm/rnbeca-1986-20878
T14620360
P19868_2087-T FS ROOF TRUSS 5 1
Job Reference(oodonall
Mid-rtanaa Lumber. Bartow, FL o. 14V s mar m m CV la Mi i CR IIR]YS111Q5, VIG. rii Jul LV VD VJ VO CV to rayQ t
10,3zzrE5595gHBgKdROwR6OYzkwee.n?afclAga?npRbbrd6CG vstFIrOje8r461p20ywOPz
1-3-0 0-10-0
1 34 = 2 1.3 II 3 1x3 II 4310 =
Scale c 1.9 4
a
tx3 11 1x3 II
14.8
14-8
2-5-0
1.1-0
3.10.0
14.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl L/d PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCOL 10.0 Lumber DOL 100 BC 0.08 Vert(CT) -0.00 7 >999 240
SCLL 00 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCOL so Code FBC2017frP12014 Matrix-S Weight: 23 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 purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=204/0-4-0, 5=204/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) 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.
Joaquin Velez PE No.88182
MiTek USA, Inc. FL Cert U34
SM Parka East Blvd. Tempe FL 33810
Data:
July 20,2018
0 WARNING - Va lfy design Parameters and READ NOTES ON has AND INCLUDED WTEK REFERENCE PAGE MIF7472 rev. 1003/2015 BEFORE USE.
Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verily the appikabillty, of design parameters and property Incorporate this design Into Ne overall
budding design Bracing Indicated is to prevent budding of IrMlvidual tnrss web and/or chord members only AEddionat temporary and pafManem bfactng Welk' Is always required for stability and to prevent collapse wdn possible personal Injury and property damage For general guidance regarding me
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB•89 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Tens Plate Institute, 218 N Lee Street, Suite 31Z Alexandna, VA 22314 Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq Hm/rfibeca-1986-20878
I T14620361
P19868 2087-T F5A ROOF TRUSS 1
all
mia-rionaa Lumber, blanow, rL, 1 a tau s mar I I cuts mtlex Industries, Inc rn ,jut zu uv:us:u/ zuttf rage t
10:3zzrE5595gHBgKdROwR6OYzkwee-FC82peBILlvg2iAl BgIVX7P2FRCNS6V7JmmNbSywOPY
1 34 = 2 1x3 II 3 14 II 43x3 =
Sole - 1.9.4
8 7 6 5
tx3 11 3x3 = 3x3 = tx3 II
1.4.8 2-5-0 3.10-0
1-4-8 1.1-0 1-4A
LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP
TCLL 40.0 Plate Grip OOL 100 TC 010 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 100 Lumber DOL 100 Sc 0.01 Vert(CT) n/a n/a 999
BCLL 00 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/rP12014 Matrix-P. Weight: 23 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(Bat) TOP CHORD Structural wood sheathing direly applied or 3-10-0 oc purlins,
SOT CHORD 2x4 SP No.2(Bat) except end verticals.
WEBS 2x4 SP No.3(Bat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing.
REACTIONS. All bearings 3-104).
lb) - Max Grav All reactions 250 lb or less at joint(s) 8, S. 7, 6
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
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.
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
M7ek USA, Inc. FL Cett 6634
6904 Parka East BNB Tampa FL 33610
Data:
July 20,2018
QWARN/NG • VaMy daa/gn paramafara and READ NOTES ON Tl03 AND INCLUDED ABTEK REFERENCE PAGE MU•7Q3 ray. fdaY2013 BEFORE USE.
Design valid for use only with Mfrelam connectors This design is baud only upon parameters shown, and Is for an individual budding component, not t- a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall
budding design. Bracing Indicated Is to prevent buckling of Indlvdual truss web and/or card members only. Additional temporary and permanent oracbtq MIsalwaysrequtredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. for general guidance regarding sea l lek'
fabrication, storage, delMry. erection and bracing of trusses and truss systems. sea ANSUTPH Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 210 N. Lae Street, Suds 312, Alesendns, VA 22314 Tampa fL 36610
Job Truss Truss Type Oty Pry Park Sq Hm/Tnbeca-1986.20878
T14620362
P19866_2087-T F6 ROOF TRUSS 1 1
all
mla•rlonaa LUmDer, tianow, rL. a.IJu s mar 11 LuIa Nu Iex industries. Inc. rn Jul Lu uw:W:Vt LV Ili rage i
10:3zzrE5595gHBgKdROwR6OYzkwee-FC82peBILlvg2tA1 Bg1VX7PzTRCcS60?JmmNbSywOPY
Scale = 1:16 5
1 3x6
3x3 =
2
tx3 II 3x3 =
3 1
3x6 =
5
11 10 9 6 7 6
34 II 34 = tx3 II 34 = 34 = 34 11
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.41 Vert(LL) n/a n/a 999 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 SC 006 Ven(CT) n/a n/a 999
BCLL 0.0 Rep Stress Ina YES WB 006 Horz(CT) 0.00 6 n/a n/a
SCOL 50 Code FBC2017lrP12014 Matrix-S Weight: 49 Ili FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(0at) except end verticals
WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 9-".
lb) - Max Grav All reactions 250 lb or less at joint(s) 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=265/0
NOTES-
1) Gable requires continuous bottom chord bearing.
2) Recommend 2x6 strongbacks, on edge, spaced at 140-0 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
MITek US/4 Inc. FL Ceft W4
904 Puke East Blvd. Tempe FL 33610
Date:
July 20,2018
AWARNING • Vanity dasfgn panmoton and READ NOTES ON Ife5 AND INCLUDED AI TEK REFERENCE PAGE afa•7473 rev. I0003rMS BEFORE USE.
Design valid for use only who MRepa Connectors This design is baled only upon parameters shown, and Is for an Individual budding Component, not'-
a truss "am. Beforemuse, e budding designer must Vlnty the applicability of design parameters and prop" Incorporate NU design into the overact
budding design. Braang indicated Is to prevent buckling of Individual buss web andror chord members only. Additional temporary and permanent on" M iTek' 13 always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding me
1bricatlon, storage, delivery, atedtlfl and braarng of 11Usses and truss systems, sea ANSUTPII Quality Criteria, OSS49 and SCSI Building Componow 6904 Parka East SM
safety Information available horn Truss Plate Institute, 216 N Lee Street, Suite 31Z Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HMrribeca-1986-20878
T14820383IP1986B2087-T FT2 ROOF TRUSS 1
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc Fri Jul 20 09:03:08 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-jOi00 Cw6clXgvlDIXEk3KxMgP6BPv8XOWw7uywDPX
26-11 4-11-10 74.9 9.114
2-&11 24-15 24-15 2$11
Seale = 1.18 4
1 Sx5 =
1.5x4 II
2
LSx4 II
4
5x5 =
5
10 6
3x4 If 3x4 It
26-11 4-11-10 74-9. 9.114
11 2-152644 2-15 24-11 LOADING (
psf) SPACING- 1-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL
400 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0 O6 8 >999 360 MT20 244/190 TCDL
100 Lumber DOL 1.00 BC 062 Ven(CT) -0.08 8 >999 240 BCLL
0.0 Rep Stress Ina NO WB 066 Horz(CT) 0.01 6 Ma n/a BCOL
5.0 Code FBC2017/TPI2014 Matrix-S Weight: 111 Ill, FT = 200h LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 2x6 SP No.2 except end verticals WEBS
2x4 SP No 3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 10=1614/0-4-0, 6=1614/0-7-4 Max
Uplift 10=459(LC 4). 6=-459(LC 4) FORCES. (
lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP
CHORD 1-10-1428/410, 1-2-2820/801, 2-3-28201801. 3-4=2820/801, 4-5=2820/801, 5-6=1428/410 BOT
CHORD 8-9-1128/3969, 7-8=1128/3969 WEBS
1-9-786/2768, 2-9=784/234, 3-9-1236/352, 3-7-1236/352, 4-7=-784/234, 5.7=786/2768 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 0-941 oc Webs
connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)
All loads are considered equally applied to all plies, except d 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)
Wind: ASCE 7-10: VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=
0.18; MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip OOL-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 nonconcurreld 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 3-6-0 tall by 2.0-0 wide 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 459 Ib uplift at joint 10 and 459 lb uplift electronically signed and atjoints. 8)
Girder carries tie-in span(s): 7-0-0 from 0-0.0 to 9-11-4 sealed b Velez, Joaquin, PE Yqusing
a Digital Signature. LOAD
CASE(S) Standard Printed copies of this 1)
Dead r Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 document are not considered Uniform
Loads (ptf) signed and sealed and the Vert: 1-5=330, 6.10=5 signature
must be verified on
any electronic copies. Joaquin
Velez PE No.68182 BhTek
USA, Inc. FL Cat W4 GM
Parke East Blvd. Tampa FL 3MIO Date:
July
20,2018 Q
WARNING - Verify design porsenorara and READ NOTES ON TNS AND INCLUDED M"EK REFERENCE PAGE N147473 rev. 1"Z2015 BEFORE LOSE. Design
valid (or use only with Mriek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a
truce system Berms use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overact building
design. Bracing Indicated is to prevent buckling of individual truss web and/or Chord members Croy. Additional temporary and permanent bracing MiTek' IsalwaysrequiredfatStabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding the fallnea
10n. Storage, delivery, erection and bracing of trams and truss systems, see ANSVrpl1 Quality Criteria, DS849 and BC51 Building Component 6904 Parke East Sm. Safety
Information available tram Truss Plate Institute. 218 N. Lee Street, Suite 31Z Nexandna, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hmrrnbeca-1986-20878
T14620364
P19868 2087-T J5 JACK 9 1
Mid -Florida Lumber, Bartow, FL 8.130 s Mar 112018 MTek Industries, Inc. Fn Jul 20 09:03:09 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-BaGoEKDYtw9Ol3KOIFlzcYUKHEgxwOSlm4F rfKywDPW
1-0 5-"
1-0-0 5-"
2x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip OOL 1.25
TCDL 10.0 Lumber OOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP No 2
SOT CHORD 2x4 SP No 2
5-0-0
5.n.n
CSI. DEFL. in loc) Udell Ud
TC 0.32 Ven(LL) 004 4-7 999 240
BC 0.26 Vert(CT) 0 O6 4-7 988 180
WB 0.00 Horz(CT) 0.00 3 n/a n/a
Matnx-MP
REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical
Max Horz 2=130(LC 12)
Max Uplift 3=94(LC 12). 2=-80(LC 12), 4=-6(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
PLATES GRIP
MT20 244/190
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; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3, 80 lb uplift at joint 2
and 6 lb uplift at joint 4.
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
MTek USA, Inc. FL Cert U34
6904 Parke East Blvd. Tampa FL 33810
Data:
July 20,2018
AWARNINO • VmI1y design parameters and READ NOTES ON ndS AND INCLUDED AOTEK REFERENCE PAGE MO.7473 ror. 104=01S BEFORE USE.
Design valid for use only with Mfrek* connectors This demon Is based only upon parameters shown, end Ls for an individual budding component, not
a truss system. Before use, the budding designer mum verity the applicability of design parameters and property Incorporate this design into the overall
budding design. Bracing indicated Is to prevent buelding of IndMduel truss web endfor chord members only. Additional temporary and permanent bracing M iTek' is always requued for stability and to prevent Collapse with possible personal irlury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSS419 and SCSI Building Component 69N Pasta Fast Blvd.
Safety Information available hoes Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq Hm/rribeca1986-20878
T14620365IP19868_2087-T J7 JACK 11 1
Job Reference lootionall
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mirek Industries. Inc. Fri Jul 20 09:03:09 2018 Page 1
10:3zzrE5595gHBgKd ROwR6OYzkwee-SaGoE KDY"013KOIFlzcYU FJEmYwOSIm4FTIKywOP W
t-0-0 7.0-0
t0-0 7-0-0
30 =
LOADING (psi) SPACING- 2-0-0 CSI.
TCLL 20 0 Plate Grip DOL 1.25 TC 0.70
TCDL 10.0 Lumber OOL 1.25 SC 0.54
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCOL 10 0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=183/Mechanical, 2=342J0-4-0, 4=90/Mechanical
Max Horz 2=175(LC 12)
Max Uplift 3=135(LC 12), 2=99(LC 12). 4=8(LC 12)
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.
Scale = 1,21.8
7."
7-0-0
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) 0.14 4-7 >580 240 MT20 244/190
Vert(CT) -0.24 4-7 >348 180
HOrz(CT) 0.00 2 n/a n/a
Weight. 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purtins
80T CHORO Rigid ceiling direly applied or 10-0-0 oc bracing
NOTES-
1) Wind: ASCE 7.10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ff; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(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 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) Refer to girder(s) for truss to truss connections
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 99 lb uplift at joint
2 and 8 lb uplift at joint 4.
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.68182
MTek USA, Inc. FL Cert NU
8904 Parka East BNB Tampa FL 33810
Date:
July 20,2018
AWARNING - Vadly design paamaters and READ NOTES ON INS AND INCLUDED a11TEK REFERENCE PAGE 410•7473 rov. =0i0212015 BEFORE USE.
Design valid for use only with MITek9 connector$ 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 venty the appikabtfity or design parameters and property Incorporate this design into the overall
budding design Bracing mdlcated Is to prevent buckling of Individual truss web andiat chord members onty. Additional temporary and permanent bracing M Tek' 13 always required for Stability and to prevent Collapse with possible personal Injury and property damage For general guidance regarding me
fabrradon, storage, delivery, erection and bradng of want and wss systems, sea ANSVTPII Quality Criteria, OSBd9 and SCSI Building Component 6904 Parke East Blvd
Safety Information available tram Truss Plate Institute. 218 N. Lea Street. Suite 31Z Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq HrtVrnbeca-1986.2087E
1 T14620366IP198682087-T J7T SPECIAL 3 1
Job Reference factional)
Mid-Flodda Lumber, Bartow, FL. 8 130 s Mar 112018 MTek Industries, Inc. Fri Jul 20 09:03:10 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee•fngARgOAdDHFvDvcsyGC9l l NOe8DfS_R?k? 18nywOPV
1-0-0 2J-4 4.10.4 7-0-0
1-0-0 2J-4 2.7-0 2.1.12
I
3x4 =
150 II
2J 4 7-0-0
LOADING (psf) SPACING- 2.0-0 CSI.
TCLL 20.0 Plate Grip OOL 1 25 TC 0.83
TCDL 10 0 Lumber DOL 1.25 BC 0.32
BCLL 0.0 Rep Stress Incr YES WB 0.11
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No 2 'Except'
3.8: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. lb/size) 5--5/Mechanical, 2=33910-4-0, 7=272/Mechanical
Max Horz 2=175(LC 12)
Max Uplift 5=18(LC 3). 2=97(LC 12), 7=128(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=345/169
BOT CHORD 3-7=314/359
WEBS 4-7=-425/372
Scale= 121.8
DEFL. in (loc) Udell Ud PLATES GRIP
Vert(LL) 0.15 8 >557 240 MT20 244/190
Vert(CT) -0.21 8 >402 180
Horz(CT) 0.11 7 n/a n/a
Weight: 29 lb FT = 200A
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-25ft; Cat. II; Exp 8; Encl..
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-1-8, Interior(1) 2-1.8 to 6-11-4 zone;C-C for
members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60
2) na
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 an 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. 97 Ib uplift at joint 2
and 128 lb uplift at joint 7.
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
MTek USA, Inc. FL Cent 8884
11904 Parke East BNB Tampa FL 3U10
Date:
July 20,2018
0 WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 011I1-7473 rev. fa63r2015 BEFORE USE.
Design valid for use only with WSW connectors This design is based only upon parameters shown. and Is for an individual budding component, not
a truss system Before use, the busdin designer must venfy the applicability of design parameters and property Incorporate this design into the overall
budding design. Bracing Indicated is to prevent buciding of Individual togs web andfor tlrord members only. Adddlonal temporary and permanent bracing MIsalwaysrequiredforstabddy, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I;lek'
fabrication. Storage, delivery, erection and bracing of trusses and truss systems, sae ANSIlTP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke Fast 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 Park Sq Hmrfribeca-1986-20878
1 T14820367IP198682087-T KJ5 JACK 4
Jo Reference (oolional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi fek Industries, Inc Fn Jul 20 09:03:10 2018 Page 1
ID•3zzrE5595gHBgKdROwR6OYzkwee-fngARgOAdDHFvOvcsyGC911 Oae4xrTR?k? 18nywDPV
1-5-0 7.0.14
15 0 7-0.14
3x4 =
7-0-14
n
Scale - 1:16.7
LOADING (psi) SPACING- 2-" CSI. OEFL. in loc) Udefl Ud PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 015 4-7 571 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 341 180
BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCOL 100 Code FBC2017/TP12014 Matrix -MP Weight, 24 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=183/Mechanical, 2=375/0.6-7, 4=95/Mechanical
Max Horz 2=141(LC 4)
Max Uplift 3=120(LC 4). 2=171(LC 4). 4=5(1-C 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.
BRACING -
TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2pst. BCDL=3.Opsf; h=25ft; Cat. It: Exp B; Encl.,
GCpi=0.18: MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) na
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer -to girder(s) for truss to truss connections
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 171 lb uplift at
joint 2 and 5 lb uplift at joint 4.
7) 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 up at 4-4-12, and alb down and 44 lb up at 4-4-12 on top chord,
and 2 lb up at 1-6-12, 2 lb up at 1-6-12. and 5lb down at 4-4-12. and S lb down at 4-4-12 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 (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pd)
Vert: 1-3=60, 4-5=20
Concentrated Loads (lb)
Vert: 10=4(F=2, B=2) 11=1O(F=5, B=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 Velez PE No.68162
MI?ekUSA,.Inc. FL Cert NU
6W Perks Eaat Blvd Temps FL 33610
Oats:
July 20,2018
AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE 11011•7473 rov. 140=015 BEFORE USE.
Oeslgn valid for use only wan MITek® connectors This design Is based only upon parameters srl*wn, and Is for an individual budding component, nor
a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into Ne overail
budoing design. Bracing indicated U to prevent Welding of Individual was web and/or Chord members only. Additional temporary and permanent bracing A Te k' Is &trays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding me IYI
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIt Quality Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Thus Plate Institute, 216 N Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq HMTribeca•1986-20878
T14620368
P19868_2087-T KJ7 JACK 2 1
a
Mid-FMnda Lumber, Banow, FL 8.130 s Mar 11 2018 MI-Tek InduSUleS, Inc. Fri Jul 20 09:03:11 2018 Page 1
10:3zzrE5595gHBgKdROwR6OYzkwee-BzOYfOEpOXP5XMUoOgnRhzZg32UIOrPbOOkakDywOPU
15-0 5-4-0 9.10-13
1.5-0 5-4-0 4$13
Scale = 1:21.4
20 =
a . 5
3x4 =
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip OOL 125
Lumber DOL 1 25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 0.37
BC 0.37
WB 0.35
Matrix -MS
DEFL. in (loc) Udell L/d
Vert(LL) 0.03 7-10 >999 240
Vert(CT) -0.05 7-10 >999 180
Horz(CT) 0.01 6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 42 lb 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 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=338/Mechanical
Max Horz 2=186(LC 4)
Max Uplift 4=94(LC 4), 2=220(LC 4), 6=125(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-745/224
BOT CHORD 2-7=322/679. 6.7=322/679
WEBS 3-7=0/257, 3-6=739/351
NOTES-
1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp 8; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) na
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 M 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 94 lb uplift at joint 4, 220 lb uplift at joint
2 and 125 lb uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at This item has been
1-6-12, 3 lb down and 11 lb up at 1-6.12, alb down and 44 lb up at 4-4-12, 3 lb down and 44 Ib up at 4-4-12. and 27 lb down and electronically signed and77lbupat7-2-11. 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 sealed b Velez, Joaquin, PEyoa44-4-12, 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 design/selection of such
connection device(s) is the responsibility of others. using a Digital Signature.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this
document are not considered
LOAD CASE(S) Standard signed and sealed and the
1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25.
beUndoneLoads (ptf) signature must verified
Vert: 1-4-60, 5-8=20 on any electronic copies.
Concentrated Loads (lb) Joaquin vela PE No.68182
Vert: 13=53(F=27, B=27) 14=4(F=2, 8=2) 15=10(F=5.8=5) 16=35(F=17, B=17) MTekUSA, Inc. FLCertW4 6904
Parke East Blvd. Tampa FL 33610 Date:
July
20,2018 QWARMNG •
VaNIy daalpn poramarora antl READ NOTES ON rld3 AND INCLUDED MITEK REFERENCE PAGE N147173 for. fdTIL2015 BEFORE USE. Oesign
valid for use only with MITOW connectors This design Is based only upon parameters shown, and is for an individual building 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 buildup
design Bracing indicated Is to prevent buckling of individual buss web and/or Chord members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforStabilityandtoPreventeollapsawonpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication,
storage• delivery, erection and bracing of trusses and truss systems, see ANSIRPII Dually Criteria. OS&49 and SCSI Building Companions 6904 Parke East Blvd Safety
Information available from Tags Plate Insbtllte, 218 N. Lee Street. Suite 31 Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type City Ply Park Sq Hm/rribera-1986-20878
T14620369
P19868_2087-T KJ7T SPECIAL 1 1
0(ootionall
Mid-Flonda Lumber, Bartow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jul 20 09:03 12 2018 Page 1
ID:IuEL2vgrkv4uEJUYC2ifzkfng-c9yxsLFR9rXy9W3T NJgEA6kfShO7MS1U8GywOPT
1-5-0 3-2.2 6.4.11 9-10-13
1 5-0 3-2.2 3.2.9 3S2
3
4x4 =
3x4 11
Scale - 1:21.4
3-2-2 6-4-11 9-10.13
3-2.2 3.2.9 3-6-2
LOADING (pst) SPACING- 2-0-0 CSI.
TILL 20.0 Plate Grip DOL 1.25 TC 082
TCOL 10.0 Lumber DOL 1.25 BC 0.92
BILL 0.0 Rep Stress Ina NO WB 0.30
BCOL 10.0 Code FBC2017/rP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP DSS
SOT CHORD 2x4 SP No.2 'Except'
3-9: 2x4 SP No 3, 3-6 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=70/Mechanical, 2=500/0.5.11, 6=367/Mechanical
Max Horz 2=186(LC 4)
Max Uplift 5=56(LC 4), 2=216(LC 4). 6=159(LC 4)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=1015/400
BOT CHORO 3-8=479/978, 7-8=481/981
WEBS 4-8=58/299.4-7=1067/518
DEFL. in (loc) Udefl Ud PLATES GRIP
Vert(LL) 0.30 3-8 >394 240 MT20 244/190
Vert(CT) -0 47 3-8 >253 180
Horz(CT) 018 6 n/a n/a
Weight: 40 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins.
BOT CHORO Rigid ceiling directly applied or 8-6-2 oc bracing.
NOTES-
1) Wind, ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf: h=25ft; Cat. II, Exp B; Encl.,
GCpi=O 18: MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip OOL=1.60
2) na
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 5, 216(b uplift at joint
2 and 159 lb uplift at joint 6.
7) 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 33 lb down and 76 lb up at 7-2-11. and 33 lb down and 76 lb up at 7-2-11 on top
chord, and 2 lb up at 1-6-12. 2 lb up at 1-6-12, at 4-4-12, at 4-4-12. and 2 lb down at 7-2-11. and 2 lb down at 7-2-11 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25
Uniform Loads (pd)
Vert: 1-3=60, 3-5=60, 9-10=20, 3-6-20
Concentrated Loads (lb)
Vert: 14=66(F=33, 8=33) 15=4(F=2, B=2) 17=2(F=1, B=1)
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
MTek USA, Inc. FL Cert 6834
6904 Parke East Blvd. Tampa FL 33610
Date:
July 20,2018 ,
QWARN/NO • VerRy ilaalpn Parametrn and READ NOTES ON TI05 AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1a03/2015 BEFORE USE.
Design wild fat use only with MITelalt connectors. Thu design is based only upon parameters Shawn, and Is for an individual budding component, nit
a truss "am. Before use. the budding designer must veiny the app0ubility of design parameters and properly Incorporate this design Into the overact
budding design. Bratsng indicated is to prevent buckling of Indhddual truss web and/or ctdrd members only. Additional temporary and permanent bracing M iTek' Is akreys required for stabdiry, and to prevent edilapse with posaible personal injury and property damage. For general guidance regarding Ilene
fabrication, storage, delivery, erection and bracing of wanes and truss systems, see ANSlr1Pl1 Quality Criteria, OSS42 and SCSI Building Component 6904 Psme East 8M.
Safety Information available from Trim Plate Inatltuta, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Ory Park Sq Hm'Tribeca-1986-20878Pty
T14620370
P198682087•T MG1 JACK 1 1 Mid -
Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jul 20 09:03:12 2018 Page 1 ID:
3zzrE5595gHBgKdROwR6OYzkwee-c9yxsLFR9rXy9W3? NJgEA6WSnd711kS1U8GfywDPT 3-
7-8 74W 3-
7-8 3.4-8 t.
Sx4 II 04 =
3xS 11 4 4x4 =
Scale.
1/2"=t' 3-
7-8 7-" 3-
7-8 3-4-8 Plate
Offsets (X.Y1— WO-2-0.Eddel LOADING (
psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) .002 5-7 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 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 n/a n/a BCDL
10.0 Code FBC2017/TPI2OI4 Matrix -MP Weight: 40lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc puriins, BOT
CHORD 2x6 SP No.2 except end verticals. WEBS
2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 1=974/0-4-0, 4=788/Mechanical Max
Horz 1=77(LC 10) Max
Uplift 1-241(LC 8), 4-233(LC 8) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=1209/287 BOT
CHORD 1-5=-312/1081, 4-5=-312/1081 WEBS
2-5-232/992, 2-4=1233/356 NOTES-
1)
Wind, ASCE 7-10; Vuff=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11, Exp B. Encl., GCpi=
O 18, MWFRS (envelope) gable end zone; Lumber DOL=1 60 plate grip DOL=1.60 2)
na 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will
fit between the bottom chord and any other members. 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 1 and 233 lb uplift at joint
4. This item has been 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 electronically signed and 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 design/selection sealed b Velez, Joaquin, PE yofsuchconnectiondevice(s) is the responsibility of others. Digital
Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). using a Printed
copies of this LOAD
CASE(S) Standard document are not considered 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform
Loads (ply signature must be verified Vert1-3=30, 1-4=10 Concentrated
Loads (lb) On any electronic copies. Vert:
7=496(8) 8= 496(8) 9=496(8) Joaquin Velez PE No.68182 Mliek
USA,Jnc. FL Cert $634 6904
Parke East Blvd. Tampa FL 33610 Date:
July
20,2018 O
WARNING • Verily, design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE MIF7472 rev. 10ALWOIS BEFORE USE. Design
valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a
truss "am Before use, the budding designer must venty the applicability of design parameters and property m arporsta this desrgrt into the overall budding
design. Bracing Indicated Is to prevent buckling of Individual truss web andfer chord members only Additional temporary and permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperty "mega. For general guidance regarding me fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, Os849 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Insmme. 218 N Lee Street, Sude 312. Alexandria, VA 22314 Tampa, FL 36610
Ak
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
3j4' Center plate on joint unless x, y
offsets are indicated.
64-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft-in-sixteenths
Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for taus system, e.g.
and fully embed teeth.
TOP CHORDS diagonal or X-bracing, is always required See BCSI
0 -1„ 16
c1•2 cza 2. Truss bracing must be designed by an engineer. For
Nc Op
3: 0
wide truss spacing, individual lateral braces themselvesWEBSmayrequirebracing, or alternative Tor I
bracing should be considerecr
3. Never exceed the design loading shown and never
0- V slack materials on inadequately braced trusses.
p 4. Provide copies of this truss design to the building
For 4 x 2 onentalion, locate C74 M? CS-6 designer, erection supervisor, property owner and
plates 0- 'lid' 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 NUMBEREDILETTERED 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 20/20
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUfPI 1.
software or upon request.
NUMBERS/LETTERS. 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 camber for 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
specified.
13 Top chords must be sheathed or purlins 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,
or less, if no ceiling is installed, unless otherwise noted.
BEARING established by others.
Indicates location where bearings
Ono (supports) occur. Icons vary but 2012 MiTek® All Rights Reserved
15. Connections not shown are the responsibility of others
16. Do not cut or alter truss member or plate without prior
approval of an engineer
reaction section indicates joint
17 Install and load vertically unless indicated otherwisenumberwherebearingsoccur
Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks Consult with
Industry Standards:
project engineer before use
ANSUTPII: National Design Specification for Metal 19 Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction and pictures) before use. Reviewing pictures alone
DSB-89- Design Standard for Bracing. a
is not sufficient
SCSI. Building Component Safety Information, M iTe k 20 Design assumes manufacture in accordance with Guide
to Good Practice for Handling, ANSIITPI 1 Quality Criteria. Installing &
Bracing of Metal Plate Connected
Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev 10/032015 J
APPROVED TRUSS ANCHOR BY BUILDER
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Le 16'- 8" 12._ 0"
10'-0" _1. I GARAGE
L s•- a.1 y._ a.19._ a.
FIRST FLOOR
0
44 /
28'- 8"
Ii I 111
11l 11
II
11® 11
11 11
11 I!
I IRI
11 ICI
11 11
11 III
11 11
11 11
11 1l
11® COMM
LE 16%0" J 12%8" _I
APPROVED TRUSS ANCHOR BY BUILDER
PLUMB CUT OVERHANG
HEEL HEIGHT = 2 x 4
i BOTTOM = 2 x 4
12 / STOP= 2x4 6.0PPr'
12
12"
TRUSS END DETAIL
J L 4 - HUS26 1- PLY HGR
A L 11 - THA422 STRAP FLR HGR
MID - FLORIDA LUMBER ACQUISITIONS
BARTOW, FLORIDA
1986-B
TRAY CLG. OPT
P 1986B-T
WA I6A-17 1 Bmax
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
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
Addrecc!
ELECTRICAL PERMIT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
i R f
Max Inspection DescriptionMin
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
K,ECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
6?3
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D
PERMIT APPLICATION
Application No: J ,P - 3 S 1-7
Documented Construction Value: S
Job Address: l (d- ' Yugo ` Historic District: Yes No
Parcel ID: Residential W,. Commercial
Type of Work: New LA Addition Alteration Repair Demo Change of Use Move
Description of Work: Ur116/L ti.4 SC
lg:bx
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name L (I ) CO, t j,,, 6-1 e. vl'C Y Phone:
Street: d 4oI Fax: 0 ]
City, State Zip: Q c J 3 `O ? i State License No.:
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 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 dote: 51" Edition (2014) Florida Building Code
JD
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 dome in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Uate
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
III I I
Si Lure 8e on for/Agent Ute
Print Contractor/Agcnt's Name
lERIvq,
7 2 Signatur6 of Noary-S(atc of Flon`da
9 :
OHO N:%t'
OFF 120M :' Mz
9q.•• sty,. 44 1 d:tN ;•C
Contractor/Agent is Personally Kno'Ju j;! o pF`:'
Produced ID Type of ID. It..
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00003517 Date 11/0S/18
Property Address . . . . . . 3942 NIGHT HERON DR
Parcel Number . . 17.20.31.502-0000-0730
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1085760
Permit pin number 1085760
Required Inspections
Phone Insp
Seq Inspk Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PLOS PLUMBING FINAL
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003517 Date 11/0S/18
Application pin number . . . 465582
Property Address . . . . . . 3942 NIGHT HERON DR
Parcel Number . . 17.20.31.502-0000-0730
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 291366
Application desc
need noc
Owner Contractor
PARK SQUARE HOMES PARK SQUARE HOMES
5200 VINELAND RD SUITE 200
ORLANDO FL 32811
407) 529-3000
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 18.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2651.00
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1085760
Permit pin number loSS760
Sub Contractor LINSCOTT PLUMBING SERVICES
Permit Fee . . . . 108.00
Issue Date . . . . ll/OS/18 Valuation . . 0
Expiration Date . . 5/04/19
Qty Unit Charge Per Extension
18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1101.00
02-CURB CUT/DRIVE - S/F 40.00
O1-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
E
CITY OF SANFORDt.
BUILDING fx
r- FIRE PREVENTION
PCRMII APPLICATION
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DESCRIPTION AS FURNISHED: Lot 76, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Hoines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
NIGHT h%PON
DRI -r-1
PRIVATE ROAD)
R/W VARIES)
D=28D3925 "
i R=61.00'
L=30.51 '
C=30.19'
CB=S 48°27'06" E
LOT 75 0 1
G3 `% REC. N&D
I k 1 J' ? •x. ®
4596 ti p
I p
1 ? 3 89043'03 W REC. 1/2" I.R. OR" C00 ,
117.58' UNDER DRIVE 0.7' \ 1.7 f
REC. 1/2• I.R.
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LOT 76 I
I
L `
BLOC. PAO PER CIVIL PLAN —
20.14' — — — — —
I' 10' WALL EASEMENT
I S 89052'08 " W
WALL 99.50'
W/COLUMNS
TRACT 0
LANDSCAPE BUFFER
10.27'
SET
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SET
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R-61.00'
L-29.28'
LOT 77
LOT 77
34Z4 Kv tGrtT
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SETBACKS AS FURNISHED
FRONT - 25'(4)
REAR a 20'
SIDE a 5' (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET a 25(60' & 75' LOT)
PROPOSED FINSHED SPOT GRADE ELEVATIONS 15' (40' LOT)
PER DRAINAGE PLANS
OFF
0) 25' FRONT SETBACK I B£ REDUCED
PROPOSED DRAINAGE FLOW TO 20' ON CERTAIN LOTS. N: (ORE THAN
LOT GRADING TYPE A 140D (2) IN SUCCESSION AT.'O' AUC^A MINIMUM
PI+OPOSEO F.F. PER PLANS =226' OF (2) IN SUCCESSICN AT 25'
t1RUSEMfE.M?-SCOTT & ASSOC., INC. — LAND SURVEYORS
LEGEND - LEGEND -
P , PUT PaL. , POINT ON LINE
5400 E. COLONIAL DR. ORLANDO. FL. 32507 (407)-277-3232 FAX (407)-658-1436
F • rIRD TIT. • TYPICAL NOTES:
I • IRW ME RL • POPOINTW COTOIMD dIRVATVRERLYdK[ CWNAMC
JL TOIL ROD POINT 0< I. 1HE UNOERSRARD OOPS NEBEBY COMY ITur IHIS SURREY ULM THE STANDAM OF PRACTICE SET FORM BY THE nORIDA BOARD OF
GLC • D6 • • CONCRETE NRRDENT RA0. •RADIAL PROFESSIONAL SURVEYORS AND YAPPERS IN OIAPrER 5J-17 FLORIDA AOMINISIRATDt p00£ PURSTANI TO SECTION 172.027, FLORIDA STATUES
SET LA. • VR' tR ./DLD 45% NR. NON -RADIAL 2. UNLESS EMBOSSED wrrH SURVEYORS 510HANRE AND OR*NAL RAISED SEAL INIS SURVEY MAP OR COPIES ARE NOT VAUD.
EC. RRECOVERED W.P.POINT . • VITNESSPO7. THIS SURVEY WAS PRLPARM FROM TITLE INFORMATION FURINSWID TO M£ SURKYOR. THERE MAY BE OTHER RF51Rl000NS PAD. • POINT
Or BEGINNING CAIC. • CALCULATED OR asoaNrs r1Ar AFFEL7 TMS PROPOPr .. Pat. . POINT OT
COMMENCEMENT RM • PCRNANDIT RUMUCE CLEVA040meNT 4. NOUNOERGROUNO IMPROVDAM NAVE BEEN LOCATED UNLESS OTHEAlOW SHONW MCo D . MMAAILLDISHULWILDINGSSCTTIDACKLINEIW0. IMS SURREY IS PREPAREO•FOR ME SOLE SCHOTT OF IIHM COM" TO AND SNOIAV NOT BE RELIED UPON Or ANY OTHER ENIITY. R/W• RIGHT-W-
VAT DK KNCLDARK &OfUMSIONS POW FOR ME LOCATMN OF IuAWYEMEMS HEREON SNOIAA NOT O£ USED TO RECONISTRLIOr BOUNGMR L1NE5. MT. EASEMENT D.D. *
Am REARING 7. OEARYICS. ARE LASED ASSUMED OATUA1 AND ON THE UN£ OW&W AS BASE BEAIMNM (8.8.) ORAIIL DRAINAGE 6. ELEVATIONS.
IF SHOWN, ARE BASED ON NAIONAL TOEOOETIC VEMICAL DATUM OFM". MESS 01140" E NOTED. UTIL. • UTILITT CLJC. • CHAIN LINK EICE S.
CERTIFICATE OF AUMMZAIM No. 4596 VDFC. • VWD rENCE C/C
SCALE CONCRETE ILOCK -
1- . JO' DRAWNBY: P.
C. - POINT or CWIVAr1AEI.T. - POINT OF TANGEICY _ ••• -
DESC. KurorTION CERTIFIED BY: ON1E
0&-ER No. R • RADIUS 04ft*"-4VrMII-.1Nsmn
PLOT PLAN 01-22-2018 ! :: '.h'-18 DELTAL ARC oNeAIL.•Ia,•rlwws
PLOTPLAN03-23-2016 ' '8-'2-IS NdTAMMYICAMANI sn•Nmn C • MWDLENGTH :,XW-•' • %+ti^
wsa FORMBOARD
FOUNDATION
ELEVS. 07-02-2018 4J;3-18 HC - CHM REARING .C / NC ... •
NATMAL
GRAx NORTH lam-
ousMLlPTaol00tODI.IMDIM IT-JO-2018 7929-18 yf; ! 400MIS2MM IC)AN ISO .. ME-E- 0—MUZ41150.14M
THIS 8WLDINC\PROPMrr DOES NOT
LIE WHIN - ml4aaLmr11 I - THE ESTABLISHED 100 YEAR FLOOD
PLANE AS PER IRRM• rOA1 X. CRUSENMEYM. R.L.S. 1 4714 ZONE X. MAP / 12117000OOF (09-
28-07) •DES W SCOTT, R.L.
S 1 4801
P02-ow ir _41 k-3sl?_- _.4411_ l4ti
DESCRIPTION AS FURNISHED: Lot 73, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93
thrc ugh 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bonk of America
REMAINDER OF LOT 7
PALMER'S DIVISION
PLAT BOOK 2• PACE 41
S 00.18'02" E
60.00'
lo' F—c" ESMT. — -1. — — —
J8.39' J8.40'
LOT 73 i
15. aT
18.7'
at 12.0'
15.67' a
LOT 74
h FORMBOARD
FOUNDATION d' LOT 72
t.1
Cc TOED OF r
h FORM AVERAGE
23.01'
v,
pi Of
bty
11V t
19.J'
15.67'
25.20' 25.20'
Nf___ pP.C.-I-_24Aa2•----
10Lim Mr. S
00'16 57" E (B.S.) 60.
00' SETBACKS
AS FURNISHED FRONT -
25Y•) REAR -
20' SIDE
5' (LO' LOT) 7.
5'(' L 6 to-
op 10' (7575' LOT) SIDE
STREET - 25' (60' B 75' LOT) NIGHT
HERON DRI VLF' 25' FRONT SETBACK CAN BE REDUCED 10
20' ON CERTAIN LOIS. NO MORE n1AN 50• PRIVATE A/W) 2)
IN SUCCESSION AT 20' AND A MINIMUM OF (
2) IN SUCCESSION AT 25' PROPOSED -
FINSHED SPOT GRADE ELEVATIONS PER
ORANACE PLANS tti -
PROPOSED ORAINACE FLOW tOT
CRAINNC TYPE A MOD. PROPOSEO
F.F. PER PLANS - 22.8' CR(
rSEMWEYER-SCOTT & ASSOC., INC.: - LAN17 SURVEYORS I.
LCt„ 0 . tLLtm . but
raa . ii= W IM 5400 E. COLONIAL OR. ORLANDO• FL. J2807 (407)-277-32J2 FAX (407)-658-1 <J6 V. :
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a..:NG/L YOItN60AR0 LDUNOAOONInzvS. 11-10-2010 7742-10 t• IIAL (
PACS NORTH M al
A10Nt0\PROPDttt WJES Wf TIE MMW ME MrASUS11E0
100 IM FLOW PtANE AS PET WU* 10i1 7. ORI6i MEYER, R.LS. I %:I JLNfS W.
SCOFF. R.I.O 1 4801 2WIE Y• NAP 12117000ttO r (00-SI-07)
UNIVERSAL UES Project No: 0110.1700817.0000
Workorder No: 9425275-1
ENGINEERING SCIENCES Report Date: 12/17/2018
Consultants In: Geotechnlcal Engineering - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection03BuildingInspection - Plan Review - Building Code Administration
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 17
In -Place Density Test Report
Client: Park Square Homes
5200 Vineland Road, Suite
20QTes
UESechnician: Cesar Contreras
Orlando, FL 32811 4Date Tested: 12/17/2018
atLProject. Wyndham Preserve, House L
East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773
Area Tested: Lot 73 (3942 Night Heron Dr)
Material: Fill
Reference Datum: 0 = Top of Fill
Tyne of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1,557 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
t%t
Field Dry
Density
per
Field
Moisture
i%i
Soil
Compaction
1%1
Fill
Depth
inch)
Pass
or Fail
1 West Footing (Proposed) 1-2 ft 106.8 10.6 101.7 9.5 95 N/A Pas:
2 North Footing (Proposed) 2-3 ft 106.8 10.6 103.4 8.7 97 N/A Pas:
3 South Footing (Proposed) 2-3 ft 106.8 10.6 105.3 6.9 99 N/A Pas:
4 Northeast Corner 1-2 ft 106.8 10.6 103.5 9.0 97 N/A Pas:
5 Southwest Corner 2-3 ft 106.8 10.6 104.9 7.6 98 N/A Pas:
Remarks: " At the tiime of testing footings had not been excavated
At the time of testing concrete crew was working footers and pad
TA nn/nh/:•.A n —.0-1 nrr.Inn{inn #n l ln:. •n.nnl'n wl:nn/n {I.. O..hlln —# n..n..nh— n11 — n #n — •...h.wiMn'I n•. n. —#.• nl n... wl:n•./w nn'I n../h•.ri.e/:nn
Monta Consulting & Design '99a, 3517
of WMR and Associates, LLC
Northpointe II
1035 Greenwood Blvd, Suite 173
Lake Mary, FL 32746
Phone (407) 681-1917
Certificate of Authorization # 9177
montaconsulting.com
Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management
Residential Design and BIM Modeling for Homebuilders
March 20, 2019
Park Square Homes
5200 Vineland Road
Orlando, FL 32811
Re: Wyndham Preserve, Lot 73
Field Repair
To Whom It May Concern:
Based upon a phone call from James Kaman with Park Square Homes on 3/19/19, we have been
asked to review the above mentioned project with regards to the First Floor Framing Plan Sheet
S5B]. It was brought to our attention that due to field conditions, the contractor inadvertently
omitted from installing the plan indicated HETA16 truss to masonry connectors located at areas
at the rear of the property. The contractor has requested review and repairs to address the
existing field condition.
Per our review, the contractor shall refer to the attached Partial First Floor Framing Plan Sheet'
S5B] for required repairs and locations of the missing plan indicated HETA16 truss to masonry
connectors where mentioned above.
Based upon our structural review we certify that the above revision is adequate for the design
loads of this project. Contact Engineer of record for additional review if field conditions differ
than as detailed this document.
If you have any questions about this letter please contact my office.
Regards,
Florida Lic. No. 81262
3/20/2019
Page 1 of 4
ReNk%VVW tt%> ,4p{,roved by,
Q••CENSF••
S * No. 8 1439
A
6 %• STATE OF
O R tOP•••
s/ONAL E?
Bryan E. Dahlke, P.E.
Florida Lic. No. 81439
3/20/2019
rr
r
w
1131 IF1
No. 81%439
p •• STATE OF t
i/SiONAI tO
Z :0 M
o rnCDm•
m0 O = co
2 ofGo
CONTRACTOR TO REFER TO PLAN
INDICATED DETAIL (WS11)ON SHEET
SD5) FOR ALL REQUIRED INFORMATION
NOT SHOWN THIS DETAIL FOR CLARITY.
FOR EACH MISSED PLAN
INDICATED HETA16THE
CONTRACTOR SHALL INSTALL
1)SIMPSON HGAM10
CONNECTIONS AS PER THIS
DETAIL
SYS. 42 FLOOR —
TRUSSES @ 24"O.C.
MAX)
MASONRY WALL PER —
PLAN
NOTE: ALL FLOOR
TRUSSES TO BE P.T. IF
NO MOISTURE
BARRIER (FELT PAPER
OR SIM)IS PROVIDED
SHEATHING PER
DETAIL WF101SD4
O.
y2X6SYP #2 FULL HEIGHT BLOCKING
WITHIN FLOOR SYSTEM W/ MIN- (6)1/4" X l
3-1/2" SDS SCREWS. ((2)SCREWS TO
TOP CHORD OF FLOOR TRUSS AND (4) ,
l 1TOBEEQUALLYSPACEDONEND
RTICAL ABOVE HGAM1
BLO NG TOCMU CONNECTION EA
USING (1) HGAM10 W/ (4)114•X 1-1/2" a it
SDS SCREWS AND (4)1/4" TAPCONS Y
MAINTAINING MINIMUM 2" EMBEDMENT. per.
HGAM10 SHALL BE INSTALLED FOR 3.
EACH MISSED AND/OR INCORRECTLY
INSTALLED META16) r'
118" GAP BETWEEN
A
SHEATHING & CMU
Ci•
REPAIR @ TWO STORY PERP. FLOOR CONNECTION
N.T.S.
CONTRACTOR TO REFER TO PLAN
INDICATED DETAIL (WS10) ON SHEET
SD5) FORALL REQUIRED INFORMATION
NOT SHOWN THIS DETAIL FOR CLARITY.
SYS. 42 FLOOR —
TRUSSES aQ 24" O.C.
MAX)
ADD: MIN. 2X4 SYP #2 X 8' LONG FLAT —
BLOCK TO EXISTING TRUSS BOTTOM
CHORD W/MIN. (6)-1/4"X 1-1/2" SIMPSON
SDS SCREVIF. SPACE BLOCKING Qo 32"
O.C. AND 6' FROM ENDS.
INSTALL (1) SIMPSON HGAM10
CENTERED ON MIN. 2X4 SYP #2 X 8'
LONG FLAT BLOCKING Q 32- O.C. AND 6"
FROM ENDS USING (4)- 1/4-X 3" SCREWS
TO BLOCKING AND (4)- 1/4" TAPCONS OR
ECIUAL MAINTAINING MIN. 2'
EMBEDMENT INTO EXISTING BOND
BEAM. --
REPAIR
SHEATHING PER
DETAIL WFI0/SD4
1/8' GAP BETWEEN
SHEATHING & CMU
STORY PARALLEL FLOOR CONNECTION
N.T.S.
LOOS
15 lightyears, Inc 15
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
7/e
Timothy - rhith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit* k g — 55 t 1
Job Information
Builder: (arae J"I cc.cre Community: W njk&r% Lot: 73
Address: 394. 1f i>/._4r Unit:
City: SiI eri State: PL Zip: 39?73
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
e selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI):
6 74Z X 60 = 1 9 aCt 1 _ 4' Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
ASS (Mechanical Ventilation is not required) (0 Code software calculated
PASS (with Mechanical Ventilation)
OField measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or Individuals licensed as set forth In Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
S.Heating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 LightYears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the c liance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Certificate of Achievement
THIS ACKNOWLEDGES THAT
i
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
R F I # 2GNAB7
2
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)
i
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: Community: b%y.t4. Lot: Z 3
Address: 394/SZ ., 14.,o^.J Unit:
City: 5q^. State: Zip: 327173
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems Cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES (.Ow) [—]NO (' )
0$erformance / ERI Method cfm25 (out or Total)
V/1 To qualify using this method, Qn must not be greater than the
OGU _ 6eciQn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Colt) or R406-2017
Ass , t Wc I I 0•a3
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855) 438-1515
I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to Hance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RFSNFT
Copy of License / Certificate of the tester must be attached)