HomeMy WebLinkAbout3884 Loon LnCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 181Q0002 DATE: March 09, 2018 lq4:071.E T
BUILDING APPLICATION #: 18-10000216
BUILDING PERMIT NUMBER: 18-10000216
UNIT ADDRESS: LOON LANE 3884 LOT 97 17-20-31-502-0000-0970 Z (pLf ,
TRAFFIC ZONE:022 JURISDICTION:
N
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: STARLIGHT HOMES
ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3884 LOON / LOT 97 / WYNDHAMLAANEE
PRESERVE SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00
SCHQOLS
1.000 dwl unit 54.00
CO -WIDE ORD
Family Housing 51000.00 1.000 dwl unit 51000.00
PARKS NA
LAW ENFORCE N/A
00
00
DRAINAGE N/A
AMOUNT DUE 5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT rn / ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE U)
1
O
rZ
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D MAR 0 5 2018 PERMIT APPLICATION
Application No:
Documented Construction Value: S Z BJqSN4- Q°
Job Address: Lor-, c arj,-a Historic District: Yes No
Parcel ID: 17 -20 -31 -502 -0000 -09 -To Wyndham Preserve Lot 91 Residential ® Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct New SFR
Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator
Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com
Property Owner Information
Name Starlight Homes Florida, LLC Phone: 407-708-0161
Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No
City, State Zip: Roswell, GA 30076
Contractor Information
Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700
Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-047-0700
City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347
Arch itect/EngIneer Information
Name: Mulhem & Kulp Phone: 215-646-8001
Street: 20 South Maple Street, Suite 150 Fag:
City, St, Zip: Ambler, PA -
Bonding Company:
Address:
NA
E-mail: sives@mulhernkulp.com
Mortgage Lender:
Address:
NA
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: 5ib Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
s
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as -water ...
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construc 'on and zoning.
at4-1B
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Pnnt Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Robert Willets
Print Contractor/Agent's Name
Signature of No -State of Flo nda Date
Shayne Mangel
9L1% NOTARY PUBLIC
7..•
STATE OF FLORIDA
Comm# GG113111
YCE iExpireo/21/2021
Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Er Electrical ®' Mechanical 2' Plumbing[r Gas[] Roof
Construction Type: V6 Occupancy Use: Q, 3 Flood Zone: X` —5M
Total Sq Ft of Bldg: 7.6 &4 Z Min. Occupancy Load: 1 !I # of Stories: /
New Construction: Electric - # of Amps /<0 Plumbing - # of Fixtures__Z r -
Fire Sprinkler Permit: Yes No [r # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING4(2 . UTILITIES: 105 3 "9 WASTE WATER:
COMMENTS:
ENGINEERING: *A%C- 3-0-(B FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. .34. Z /o 'oT.
1981 0p u1l0.= r, GrL
BUILDING: is
Revised: June 30, 2015 Permit Application
NN O
5
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Shayne Mangel Firm: Starlight Home Florida LLC
Address: 1064 Greenwood Blvd Suite 124
City: Lake Mary State: FL Zip Code: 32746
Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com
Property Address: 3884 Loon Lane
Property Owner: Starlight Homes Florida, LLC
Parcel identification Number: 17-20-31-502-0000-0970
Phone Number: 407.647.3700 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
iiiiiili,
iFiliRiiMiiiadioipition&=finished floor elevation 24" above BFE (Ordinance 4360)
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# 18-1168
Reviewed by: Michael Cash, CFM Date: March 19, 2018
P Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & J g Y
L°87- Landscaping in Right -of -Way
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-fty. 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. Callberasywdtq
1. Project Locafiorr/Address: 2 $,% 4 L-oo:1 "r -w-, ;>q m-6 r.1. r - L. 31'1 -[ 3
2. Proposed Activity:
3. Schedule of Work:
Q Driveway n Walkway n Other.
Start Date
4. Brief Description of Work: Construction Of New SFR
Completion Date [_' Emergency Repairs
This application 's submitted by:
Property Owner -
Signature: Print Name:
Address: 1064 reenwood Blvd Suite 124, Lake Mary, FL 32746
Phone: (407) 708-0161 Fax: 407-647-0700 Email: S1eyne.man0e1@starHghft"s-*`m Date: qo—
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in a000rdance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the
Requestors property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read an044nderstand the above statement and by signing this application I agree to its terms.
M/Signature: Date: a- 9.1 -I is
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
Engineering Date:
Site Inspected by: Date:
Special Permit Conditions:
November 2015 Row Usa rlefvmuav nAr
MAR 0 D lUV
LMTED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1- l S - 1 8
I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe
an agent of: Starlight Homes Florida, LLC
Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
N( The specific permit and application for work located at:
3 B4 y- Loo'-, "rNe, Sgr-6-rd TZ t 3a"13
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Willets
State License Number: CGC152234
Signature of License Holder: pv
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this jada4 ronally known '200, by Robert Willets who is
to me or o who has produced as
identification and who did (did not) take an oath.
Notary Sea]) Nlange1 e
VrocE4olrA
PUBLIC Print or a name
iv?,
OTARYSTATEOFFLORIDA
Comr^#
GG113111
Notary Public - State of
Expires
612112021
Commission No.
My Commission Expires:
Rev. 08.12)
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: ;t- -1 I
Project Name.W J V w cr-, i reswyve Project Address: 'J $%L} L.-6a,,U n e. 5or-Avra .
Building Permit #: Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Willets
Y1
Ttawn er/Tenant
Signature o wner/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Print liaml of Gen. Contractor
Signature of Gen. Contractor
CGC 1522347
Gen. Contractor License #
Scott &51ev-6-00k,
Print Name of EI. Contractor
ignature of El. Contractor
L1,0003D96
El. Contractor License #
CALLED INTO: o Progress Energy o Florida Power and Light on _/_/
Rev. 02/10/15)
REQUIRED INSPECTION SEQUENCE
STARLIGHT HOMES — DETACHED
Permit # Address:
BUILDING PERMIT
MinMinMaxInspectionDescription
10 Foundation/Formboard Survey
10 Slab
20 Lintel
30 Sheathing — Roof
30 Sheathing — Walls
40 Roof Dry In
50 Frame
50 1000 Roof Final
60 Insulation
70 Drywall
70 1000 Final Insulation
1000 Final Single Family Residence
REVISED: June 2014
4 YY•tLa.1• Y . •eAW15..Yr i • V '. • •• •• • . ••
ELEC RICjA•I:.P•ERM•IT; r • _ - :t„}:.: t l ':;. <;' ..,:. s:. ..;,;'; <...:<. xx1 : •r: i; •. `t
dGi. Y, '•:. .rN3:Y•s {.•1:.''• :.Y. :Jy-I Li i ii Y:l.L vi<
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
I3
i
3
P 33 0B- m m rE z
Min Max Inspection Description
10 Plumbing Underground '
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
i
MECH-
Y•-a^YFrrry+:.a7a. -Annac.v:;:.r•:•-tar„•per...-•y':yi?^....Y:•i. •:•W'•;ti?',:!.`: ''t^i i?°'7o: iA_ N ICA L PERiV_I IT;;.•,. • 4 .;:a. 'v`•'f•. s eryyAr,'T 'S{,;.;:.1.; `. '}• 4•:.rsY /( ( f_._.. .::3._-•.' _..1;»..s.._ sa-r.ltifr:w :yn..::•:: •>:..1':• ul'J.w TWL<' I+w'
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
i
i
THIS INSTRUMENT PREPARED BY: A4 Y LAC -t7
Name: Starlight Homes Florida, LLC
Address: 1004 Green Blvd Suite 124
lake Marv. FLg9748
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
a ini ii rr it Irl Iill till
GRANT OUNTYCLERKOFTT
LCIRCUIrCOURNOC&
COMPTROLLERSK9086PsiS91 (1P9s)
CLERK'S 0 2018025027
RECORDED 03/06/2018 03:05:38 PI1RECORDINGFEESSirl,(0
RECORDED BY hdevorn
Permit Number: Parcel ID Number. 17-20-31-502-0000- Q'9 -10
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance withChapter713, Florida Statutes, the following Information is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Wyndham Preserve. PB 81 Pgs 93 -102 -.,Lot 91
Address: ?5 $ $ L—oen l._aamu, 54r ,, F -U
GENERAL DESCRIPTION OF IMPROVEMENT,
Construct New SFR
OWNER INFORMATION:
Name: StarilAht Homes Florida, LLC
Address: 1405 Old Alabama Road, Sults 200, Roswell, GA 30076
Fee Simple Title Holder (If other than owner) Name: NA
Address:
CONTRACTOR:
Name: Starlight Homes Florida, LLC
Address: 1064 Greenwood Blvd Sults 124, Lake Mary, FL 32746
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySectlon713.13(1)(b), Florida Statutes.
Name: NA
Address:
In addition to himself, Owner Designates NA
of
To receive a copy of the Uenor's No(ice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date Is specified)
WARNING TO OWNER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYII4G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the
7,1 711edqe and belief.
efs tilgnedne Owners Printed Name
Flodda Statute 713.13(1)(g):' The opener must sign the notice of coMmOncement and no one else may be permitted to sign In his or her stead'
State of County of
The forego) g instrument was ack owledged before me this day of
by Who Is personally known to meNamePersonngstatement
OR who has produced Identification type of Identification produced:
CERTIFirD C(-,,py GR NT PAq!.UY
1 Sheyne Mengel CLERK 0 ' i}F. flRtafi'f (: Uk i'
NOTARY PUBLIC AND
STATE OF FLORIDA SEA.11N
cE t
Commit GG113111
8
Il trr fgnmure
F tpires 6/21/2021 Dq a ----1)"PUTY QERK
r
FORM R405-2017
RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes gU/
Street: 3884 Loon Ln Permit Office: Serninile County
City, State, Zip: Sanford, FL, 32773 Permit Number. # 0 6
FOROOwner. -1r:_}
WNA-} .
Design Location: FL, Sanfor
Jurisdiction: (aq Is -up o
oCounty:: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (1954.9 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft'
b. Frame - Wood, Adjacent R=13.0 291.67 ft'
3. Number of units, if multiple family 1 c. N/A R= ft'
4. Number of Bedrooms 4 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1981.00 ft'
6. Conditioned floor area above grade (ft') 1981 b. N/A R= R'
Conditioned floor area below grade (R') 0 R a
11 Ducts R R'
7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2
a. U -Factor: Dbl, U=0.34 120.00 ft'
SHGC: SHGC=0.26
b. U -Factor. Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00
c. U -Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U -Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 4.250 ft.
Area Weighted Average SHGC: 0.257 14. Hot water systems
8. Floor Types (1981.0 sqft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features
EF: 0.950
b. N/A R= ft' None
c. N/A R= R' 15. Credits Pstat
Total Proposed Modified Loads. 59.55Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 60.15
I hereby certify that the plans and specifications covered by Review of the plans and01114E STaTRthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis
Code. calculation indicates compliance
with the Florida Energy Code. uf,,, ••:':,• °;, O
PREPARED BY: Before construction is completed
DATE: II ' %-R this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy C de. C0p,0
OWNER/AGENT: _ 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. I
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 Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house.
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FORM R405-2017
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PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot 97 - 1981 TL
User
1
Starlight Homes
Seminole County
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 1981
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Lot Information
97
3884 Loon Ln
Seminole
Sanford ,
FL. 32773
CLIMATE
Design Location
Design Temp
TMY Site 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Btockl 1981 18423.3
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R -Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulalio Main 178.3 ft 0 1981 ft° 0 0 1
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitl
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Hip Composition shingles 2216 ft2 0 ft' Medium 0.6 N 0.5 No 0 26.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1981 ft' N N
CEILING
Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1981 ft= 0.1 Wood
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DORM R405-2017
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WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt SpaceTnWallType R --Value Ft In El In Area R-talueFraGUOn AhSor Gradp
1 N Exterior Concrete Block - Int Insul Main 4.1 48 9 9 4 455.0 ft7 0 0 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 44 9 9 4 417.5 ft' 0 0 0.6 0
3 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 559.8 W 0 0 0.6 0
4 W Exterior Concrete Block - Int Insul Main 4.1 24 9 9 4 230.9 W 0 0 0.6 0
5 W Garage Frame - Wood Main 13 31 3 9 4 291.7 ft= 0 0 0.01 0
DOORS
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 W Wood Main None 39 3 6 10 20.5 ft'
2 W Wood Main None 39 2 10 6 10 19.4 ft'
WINDOWS
Orientation shown is the entered. Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening
1 e 2 None Low -E Double Yes 0.34 0.26 N 30.0 ft= 1 ft 0 in 1 ft0 in None None
2 e 2 None Low -E Double Yes 0.34 0.26 N 30.0 ft° 8 ft 0 in 1 ft0 in None None
3 E 2 Vinyl Low -E Double Yes 0.58 0.25 N 48.0 ft' 8 ft 0 in 1 ft0 in None None
4 s 3 None Low -E Double Yes 0.34 0.26 N 30.0 W 1 ft 0 in 1 ft 0 in None None
5 W 4 None Low -E Double Yes 0.34 0.26 N 30.0 W 1 ft 0 in 1 ft 0 in None None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 402 ft' 402 ft? 64 ft 9.3 ft 0
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 30 kStu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1
1/17/2018 10:53 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
tiORM R405-2017
1/17/2018 10:53 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SelPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
V Supply — Return — Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 dm 0.03 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolingan Feb Mar A r Ma X Jun X Jul Aug Se Oct Nov Dec
Heatinf X Jan Feb X1 MarJXJ Jun r i Jul Augrl Sep 1XI ki 1XIJanFebXMarAprMayJunJulAugSepOccttNov DecVenting
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
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 65 0 0 1 - Electric Heat Pum 1 - Central Unit
1/17/2018 10:53 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM k405 -2Q17
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
3884 Loon Ln, Sanford, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft)
7. Windows" Description
a. U -Factor: Dbl, U=0.34
SHGC: SHGC=0.26
b. U -Factor. Dbl, U=0.58
SHGC: SHGC=0.25
c. U -Factor: N/A
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1663.20 ft'
b. Frame - Wood, Adjacent R=13.0 291.67 ft'
1 c. N/A R= ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1981.00 ft'
1981 b. N/A R= ft'
c. N/A R= ft'
Area
120.00 ft'
11. Ducts R ft'
a. Sup: Attic, Ret: Main, AH: Main 6 396.2
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 30.0 SEER:14.00
ft'
4.250 ft.
0.257
Insulation Area
R=0.0 1981.00 ft'
R= ft'
R= ft'
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: 3 -nrv.., Ldr.l City/FL Zip:n?'6r t L
kBlu/hr Efficiency
30.0 HSPF:8.20
Cap: 50 gallons
EF: 0.95
Pstat
Of-tRE ST,g2 p
Oo WE
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 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 97 - 1981 TL Builder Name: Starlight Homes
Street: 3884 Loon Ln Permit Office: Seminole County
City, State, Zip: Sanford. FL , 32773 Permit Number:
Owner. Jurisdiction:
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be seated.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind ok)ono and worina-
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
inkler cover plates and walls or ceilino
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400.
1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes
Street: 3884 Loon Ln Permit Office: Seminole County
City, Stale, Zip: Sanford, FL, 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n:
Single or Multi Point Test Data
R:
Leakage Characteristics
Required ACH(50) from
FORM R405-2017:
Tested ACH(50) ' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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)(0, (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, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the lest, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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)(% (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
O
THE STATE
4&. rlpri '''•`N q `
1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017:
Tested ACH(50) ' :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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)(0, (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, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the lest, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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)(% (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
O
THE STATE
4&. rlpri '''•`N q `
1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2017 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot 97 - 1981 TL Builder Name: Starlight Homes
Street: 3884 Loon Ln Permit Office: Seminole County
City, State, Zip: Sanford , FL, 32773 Permit Number.
Design Location: FL, Sanford Jurisdiction:
CFM25(Out)
4
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,out)
FORMR405-2017
Duct Leakaqe Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 1 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by 1981
House Duct
Total Conditioned Floor Area)
System
Qn,out)` Leaka e
Tested Qn (Out) must be less than or equal to the required Qn (Out).
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017.
SIGNATURE:
PRINTED NAME: Test Rater
DATE: 1/17/2018
Duct tightness shall be verified by
testing to 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.
BUILDING OFFICIAL:
DATE:
04 -
vNE STAT
p+
Ill/q
1/17/2018 11:01 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
Job: Ashton- Starlight Brisson
wrightsoft• Project Summary Date: 4/1412017
Enure House By:
Energy Air, Inc
Plan: 1981 S
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner@energyair.com Web: www.energyair.com
Project• •
For: Lot 97 - 1981 TL, Starlight Homes
3884 Loon Ln, Sanford, FL 32773
Notes:
Weather: Orlando Executive AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 44 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 26 OF Design TD 18 OF
Daily range L
Relative humidity 50
Moisture difference 44 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 17497 Btuh Structure 17033 Btuh
Ducts 1538 Btuh Ducts 2048 Btuh
Central vent (65 cfm) 1830 Btuh Central vent (65 cfm) 1248 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 20865 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 20330 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2278 Btuh
Ducts 197 Btuh
Central vent (65 cfm) 1917 Btuh
Heating Cooling Outside air
Area (ftz 1983 1983 Equipment latent load 4391 Btuh
Volume (ft') 18498 18498
Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 24721 Btuh
Equiv. AVF (cfm) 80 43 Req. total capacity at 0.75 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model CH14NBO300000A Cond CH14NBO300000A
AHRI ref 7835429 Coil FB4CNP030L
AHRI ref 7835429
Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER
Heating Input Sensible cooling 21450 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh
Temperature rise 29 OF Total cooling 28600 Btuh
Actual air flow 899 cfm Actual air flow 899 cfm
Air flow factor 0.047 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.82
Capacity balance point = 37 OF
Backup:
Input = 6 kW, Output= 19028 Btuh, 100 AFUE
Bold/Italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018 -Jan -17 11:10:22
twrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1
AM ... Spathic\Wyndham Preserve\Lot 97 - 1981 TL.rup Cate = bU8 Front Door laces: W
wriohtsoft-
Manual S Compliance Report
Entire House
Energy Air, Inc
5401 Energy Air. Ct, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner@energyair.com Web: www.energyair.com
For: Lot 97 - 1981 TL, Starlight Homes
3884 Loon Ln, Sanford, FL 32773
Design Conditions
Job: Ashton- Starlight Brisson
Date: 4/1412017
By:
Plan: 1981 S
Outdoor design DB: 92.6°F Sensible gain: 20330 Btuh Entering coil DB: 76.3°F
Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75.0°F Total gain: 24721 Btuh
Indoor RH: 50% Estimated airflow: 899 cfm
Manufacturer's Performance Data atActual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L
Actual airflow: 899 cfm
Sensible capacity: 20916 Btuh 103% of load
Latent capacity: 5203 Btuh 118% of load
Total capacity: 26119 Btuh 106% of load SHR: 80%
Design Conditions
Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data atActual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L
Actual airflow: 899 cfm
Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 899 cfm
Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
2018 -Jan -17 11:10:22
wrightsoft• Right-Sude® Universal 2017 17.0.28 RSU02534 Page 1
ACCA ... Specrfic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = lwU8 Front Door faces: W
wricjhtsoft• Duct System Summary
Entire House
Energy Air, Inc
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(denergyair.com Web: www.energyair.com
For: Lot 97 - 1981 TL, Starlight Homes
3884 Loon Ln, Sanford, FL 32773
Job: Ashton- Starlight Brisson
Date: 4114/2017
By:
Plan: 1981 S
Name
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.22 in H2O 0.22 in H2O
Available static pressure 0.28 in H2O 0.28 in H2O
Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O
Lowest friction rate 0.165 in/100ft 0.165 in/100ft
Actual air flow 899 cfm 899 cfm
Total effective length (TEL)
c 2552 111
170 ft
0.181
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
ba 2 C 140 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3
bed2 h 1195 56 46 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2
bed4 c 2552 111 120 0.181 7.0 Ox 0 VIFx 29.5 125.0 st3
br3A h 1188 56 40 0.177 5.0 Ox 0 VIFx 33.2 125.0 st3
toyer h 1292 61 51 0.332 5.0 Ox 0 VIFx 9.3 75.0
kh-din-Fam c 2690 94 127 0.198 7.0 Ox 0 VIFx 21.4 120.0 SO
kRdin-Fam-A c 2689 94 127 0.193 7.0 Ox 0 VIFx 25.2 120.0 SO
kR-din-Fam-B c 2689 94 127 0.189 7.0 Ox 0 VIFx 27.8 120.0 stl
lawn c 834 15 39 0.329 4.0 Ox 0 VIFx 10.0 75.0
m ba h 743 35 21 0.177 4.0 Ox 0 VIFx 33.1 125.0 st2
m br h 3013 142 123 0.171 7.0 Ox 0 VIFx 33.4 130.0 st2
m wlc h 1413 67 32 0.165 5.0 Ox 0 VIFx 39.9 130.0 st2
wic2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2
wic3-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3
wic4-A h 955 45 25 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3
Bold/italic values have been manually overridden
2018 -Jan -1711,10:22
C wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1
XiClk ... Specilic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = MJ8 Front Door faces, W
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
SO Peak AVF 281 380 0.189 697 10.0 0 x 0 VinlFlx
st2 Peak AVF 302 224 0.165 553 10.0 0 x 0 VinlFlx
st3 Peak AVF 241 205 0.174 545 9.0 0 x 0 VinlFlx
Bold/italic values have been manually overridden
2018 -Jan -1711,10:22
C wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1
XiClk ... Specilic%Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = MJ8 Front Door faces, W
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 0x0 899 899 0 0 0 0 Ox 0 VIFx
wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534
ACC% ... Specific\Wyndham Preserve\Lot 97 - 1981 TL.rup Calc = NUB Front Door faces: W
2018 -Jan -17 11:10:22
Page 2
Level 1
Job #: Ashton- Starlight Brisson
Performed for:
Lot 97 - 1981 TL
3884 Loon Ln
Sanford, FL 32773
Energy Air, Inc
5401 Energy Air, Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyair.com GRenner@energyaircom
Scale: 1/8" = 1'0"
Page 1
RightSuite® Universal 2017
17.0.28 RSU02534
2018 -Jan -17 11:10:37
am Preserve\Lot 97 -1981 TL.rup
a -ala" VTR 1_/z" vTR VTR
Jl Jl
2"
A
AUTO VENT
KS
LAV
201G
LAV
i a^
WC
g" WC
is
31. WM
3"
SH
219
i rri
391
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9G
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n
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rn
PLAN 1981
PLUMBING RISER DIAGRA i
BXTIIMWG LAYOUT NOTE:
Contractor and owner ore to verify all
setbacks, building dimensions, and layout
shown hereon prior to any construction, and
immediately advise GeoPoint Surveying, Inc. of
any deviation from information shown hereon.
Failure to do so will be at users sole risk.
ry —rvvr "ul mens LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness
BFP-Backflow Preventer Sight Distance Easement
S -Survey
L5a'
w l'V
cc
FP&L-Florida Power & Light
PJ -plot
a
D. .-Deed Book
01
O.R.-Official Records Book
a
P.B. -Plat Book f- Fire Hydrant
rz
R013 -Reclaimed Water Meter
Elev.-Elevation
vim^ N
Cable Box
SP -Brick Paver
m V
C p
FFE -Finished Floor Elevation
y
c Z`tn
Cl -Curb Inlet
v
GTI -Grate Top Inlet
CO 0
P.U.E.-Public Utility Easement
BXTIIMWG LAYOUT NOTE:
Contractor and owner ore to verify all
setbacks, building dimensions, and layout
shown hereon prior to any construction, and
immediately advise GeoPoint Surveying, Inc. of
any deviation from information shown hereon.
Failure to do so will be at users sole risk.
ry —rvvr "ul mens LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness
BFP-Backflow Preventer Sight Distance Easement
S -Survey PRMRei. Monument
R -Reported PCP -Permanent Control Point
D -Description FP&L-Florida Power & Light
PJ -plot FFE -Finish Floor Elevation
D. .-Deed Book Water Meter
O.R.-Official Records Book M -Water Valve
P.B. -Plat Book f- Fire Hydrant
Pg. -Page R013 -Reclaimed Water Meter
Elev.-Elevation RCD4-Reclaimed Water Valve
Conc. -Concrete Cable Box
SP -Brick Paver 1) -Telephone Box
SW -Sidewalk 13 -Electric Box
FFE -Finished Floor Elevation 0 -Utility Pole
Cl -Curb Inlet Guy Pole
GTI -Grate Top Inlet A -Light Pole
P.U.E.-Public Utility Easement Guy Anchor
RCP -Reinforced Conc. Pipe OU --Overhead Utilities
PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole
NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole
SF -Square Feet iNmo -Electric Handhole
D.U.E. -Drainage/Utility Easement Coo -Clean Out
FMGD-MAG NAIL & DISK CVM -Irrigation Control Valve
P.K.-Parker Kolon Nall i -Sign
SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve
SPKD-Set P.K. & Disk L87768Gas Meter
FIR -Found 1/2" Iron Rod LB7768 mm• -Existing Grade
FIP -Found 1/2' Iron Pipe L87768 a -Blow-off Valve
FPKD-Found P.K. Nail & Disk LB7768 ^^%.--Drainage Flow Direction
FCM-Found 4"x4• Concrete 10.0 Proposed Design Grade
Monument PRM LB7778 As-Built/Existin Grodfl
Note: Some items in above leaeno mov not be o0o icable
1 Description I Date I Dwn.ICk'd I P.C.IOrder No.
WYNDHAM PRESERVE - LOT 97
PLOT PLAN
ZONING DATE t''
Ok to construct single family homeDIMENSIONNOTE:
with setbacks and impervious areaProposedbuildingdimensionsP
shown hereon are of the exterior. shown on plan. •3q. Z'ro '%r -p
WYNDHAM PRESERVE
LOT 97
LOT AREA CALCULATIONS
LOT = 7,974 SQ.FT.
LIVING AREA= 1,981 SQ.FT.
GARAGE - 402 SQ.FT.
ENTRY as 78 SQ.FT.
DRIVEWAY 437 SQ.FT.
PATIO = 182 SQ.FT.
WALKWAY 40 SQ.FT.
A/C PAD = 9 SQ.FT.
IMPERVIOUS= 39.1 X
SOD = 4,845 SQ.FT.
OFF LOT AREA CALCULATIONS
R/W as 1,550 SQ.FT.
APRON = 114 SQ.FT.
SIDEWALK = 310 SQ.FT.
SOD 258 SQ.FT.
TOTAL AREA
AREA 9.524 SQ.FT.
DRIVEWAY = 551 SQ.FT.
SIDEWALK = 350 SQ.FT.
SOD = 5,103 SQ.FT.
SURVEYOR'S NOTES:
1. Current title information on the subject property had not
been furnished to GeoPoint Surveying, Inc. at the time of this
plot plan.
2. Roads, walks, and other similar items shown hereon were
taken from engineering plans and ore subject to survey.
3. Elevations shown hereon are in feet and are referenced to
the NATIONAL GEODETIC VERnCAL DATUM OF 1929 (NGVD29).
4. Proposed grades & finished floor elevations shown hereon
are from the construction plan for *WYNDHAM PRESERVE",
City of Sanford Seminole County, Florida.
5. This Plot Pion is subject to matters shown on the
construction plans for "WYNDHAM PRESERVE', City of
Sanford Seminole County, Florida.
S. Proposed information shown based on proposed/
supplied plan and/or instructions per client (not field
verged)
eoeeoor000
e°° 1EL L
ONLY
ola`P 'ttiny 03! LY)
Jy es D. L`9 'M SuNe ' -" LS6915FLORIDAPROFESSIONA %URVM* & MAPPER NO. ..... -».........
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL
1°l8A CYIA kCo,--T, cc V
a
3zw10
N
CD
O V7
qj
CC)
aW
O
oyW
Z
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
Front = 25'
Rear = 20'
Side = 7.5'
PREPARED FOR
ASHTON WOODS
FLOOD ZONE:
The property shown hereon is on the Federal
Emergency Management Agency's Flood Insurance
Rate Map Panel Number 12127C -0765H. in Flood
Zone W
DESCRIPTION: LOT 90, according to the plat
of "WYNDHAM PRESERVE", as recorded in
Plat Book 81, Page 93 Public records of
Seminole County, Florida
555 Winderley Place, Suite 109
Maitland, FL 32751
Phone: (321) 270-0440
Fax: (813) 248-2266
Licensed Business No. LB 7768
GeoPoint
Surveying, Inc.
Drown: JE I Checked: JDL I P.C.: Data File:Bri sonEat-Pkd
Date: 01 /20/18 Dwg: ilftored-toW Order No.:
SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r--
RECORD COPY
PALMER ELECTRIC
Starlight Homes
1981
LOAD CALCULATION
December 12, 2017
1. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4))
ZONE COMPRESSOR SIZE CONNECTED LOAD
1 3.00 TON 5.40 KVA
2 TON
3 TON
4 TON
5 TON
ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD
1 7.00 KVA 0.67 7.67 KVA
2 KVA
3 KVA
4 KVA
5 KVA
TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA
TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA
TOTAL LOAD FOR AIR HANDLER (3u 65% 4.99 KVA
TOTAL HVAC DEMAND LOAD 10.39 KVA
I1. GENERAL LOADS (NEC 2014 - 220.82(6)(11-(4))
LIGHTING 1981 Sq Ft Q 3VA/Sq. Ft 5.94 KVA
QTY VALUE TOTAL KVA
2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA
1 LAUNDRY CIRCUIT 1.50 1.50 KVA
I DRYER CIRCUIT 5.00 5.00 KVA
0 STACK WASHER/DRYER 5.00
1 WATER HEATER (1) 4.50 4.50 KVA
0 WATER HEATER (2) 4.50
1 DISHWASHER 1.20 1.20 KVA
I DISPOSAL(1) 0.80 0.80 KVA
0 DISPOSAL(2) 0.80
0 RANGE/OVEN (1) 7.20
1 RANGE/OVEN (2) G 12.00 12.00 KVA
COOKTOP CIRCUIT 7.20
SUMMER KITCHENUENAIR GAS 1.50
I MICROWAVE CIRCUIT 2.50 2.50 KVA
0 JACUZZI TUB CIRCUIT 4.80
0 40 AMP CAR CHARGERp1 V- 1 1 6 7.2030AMPPOOLCIRCUIT
60AMP POOL CIRCUIT 14.40
0 80AMP POOL CIRCUIT 19.20
CONNECTED LOAD (GENERAL LOADS) 36.44 KVA
IST 10 KVA (GENERAL LOADS) Q 100% 10.00 KVA
REMAINDER (GENERAL LOADS) @ 40% 10.58 KVA
SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.8281] 20.58 KVA
HVAC LOADS 10.39 KVA
GENERAL LOADS 20.58 KVA
TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 30.96 KVA
MINIMUM SERVICE SIZE 129.01 AMPS
RECOMMENDED SERVICE SIZE 150 AMPS
MiTek'
RE: W P0097 - W P0097
Site Information:
Customer Info: Starlight Homes
Lot/Block: 97
Address:
City: Sanford
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RECORD COPY
MITek USA, Inc.
6904 Parke East Blvd.
Project Name: W P0097 Model: 1981
Tampa, FL 33610-4115
Subdivision: Wyndham Preserves
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: 37.0 psf Floor Load: N/A psf
This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# I Truss Name I Date No. Seal# IIT130263591CJ5ATruss Name I Date
1 1 T13026342 1 A01 1/23/18 18 1/23/18
12 I T13026343 I A02 11/23/18 119 I T13026360 I EJ7 11/23/18 1
13 1 T1 3026344 1 A03 11/23/1 120 I T13026361 I EJ7B 11/23/18 I
14 I T13026345 I A04 11/23/18 121 1 T1 3026362 1 H1 11/23/18 1
5 IT130263461A05 1/23/18 22 1 T13026363 HJ7 1/23/18
6 1 T13026347 1 A06 1/23/18 23 1 T13026364 1 V3 1/23/18
7 IT13026348IA07 1/23/18 24 1 T13026365 1 V5 1/23/18
18 I T130263491 A08 11/23/18 I
19 I T13026350 I A09 11/23/18
110 I T13026351 1 A010 1 1/23/18 1
11 I T130263521 A011 11/23/18 1
112 I T13026353 I AO12 11/23/18 I 1 1 6 1113IT130263541A01311/23/18 I 1 8_
114 1 T130263551 CJ 11/23/18
1nSANFO:D
115 IT13026356I CJ3 11/23/18 1
116 1T130263571CJ3A 11/23/18 I
117 IT 130263581 CJ5 11/23/18 1
OFpAR L%
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Builders FirstSource - Plant City.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019
IMPORTANT NOTE' The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verity applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
O • q2.,
N 9380
IZZ
13 STATE OF '4J -
0 R
i`,0NA
Thomas A. Albani PE No.39380
Mlrak USA, Inc. R Can 6634
6904 Parke East Blvd. Tampa Ft. 33610
Date:
January 23,2018
Albani, Thomas 1 of 1
Hip Girder
33566
1
1 I 1
8.130 5 5ep 15 2
ID:4xiZSyO5pnperCOHML 1 Og 1
2x4 11
5.00 12 2x4 II 5x6 W8=
4 26 27 5 28 29 6 30 31 78 32 33 9
20 11
34 35 10 36 37 11
713026342
07:22:12 2018 Page 1
vA
Scale = 1:76.4
4x6 = 25 24
38 39 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49
16 15 4x6 =
2x4 II 4x6 = 20 11
7x10 =
20 II 4x6 = 20 11
B
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 16-17 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -SH
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD
4-8.'2X4 SP No.1 BOT CHORD
BOT CHORD 2x6 SP No.2 WEBS
WEBS 2x4 SP No.3
OTHERS 20 SP No.2
REACTIONS. (Ib/size) 2=121810-8-0,20--4357/0-8-0,13=1217/0-8-0
Max Horz 2=-46(LC 32)
Max Uplift 2=-406(LC 8), 20=-1471(LC 4), 13=-409(LC 9)
Max Grav 2=1224(LC 19), 20=4357(LC 1), 13=1224(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2451/802, 3-4=-2319/802.4-5=-1 960/699, 5.6=-1959/699, 6-7=-846/2625,
7-9='-846/2625,9.10=-1964/698, 10-11=-1964/698,11-12=-2318/801,12-13=-2449/810
BOT CHORD 2-25=-726/2200, 24-25=-726/2200, 23.24=-674/2148, 21.23=-56/330, 20.21=-56/330,
19-20=-51/310, 17-19=-51/310,16-17=-669/2147,15-16=-68712198,13-15=-687/2198
WEBS 4.24=-85/603, 5-23=-579/355, 6-23=-639/1893, 6-21=0/349, 6-20=-3339/1129,
7-20=-6721408,9-20---3325/1126,9-19=0/354, 9-17=-647/1912,10-17=-580/357,
11-16=-87/601
Weight: 264 Ib FT = 20%
Structural wood sheathing directly applied or 3-5-6 oc puffins.
Rigid ceiling directly applied or 8-8-0 oc bracing.
1 Row at midpt 6-20,9-20
NOTES -
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsl; h=1511, Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 5x8 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 tit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 Ib uplift at joint 2, 1471 Ib uplift at
joint 20 and 409 Ib uplift at joint 13.
4
y.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 6634
6,904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- VWW desryn parameran and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE CAGE 1107173 rev. 10037015 BEFORE USE.
Doslgn valid la use only with Wek9 connectors. this design Is based only upon Ixxamoters shown. and Is la an Individual txddbng component not
a truss system. Belae use. the Ixdk&V deslgm must verify Iho aWlcablilly or design "ametois and rxoperiy Worporale this design Into the overall
btDcring design. Brochg Indicated Is to buckling of Individual Inrss web aril/or chord mornbers only. Addilbrwl lemr"ary and mimarienl bracing WOWprevent
Is always regnlred too stability and to plevaH collapse wllh possible personal hkoy and Ixopxnty damage. roi general gtridatco iogaodiry the
6904 Parke East Blvdlabricollon, storage, delivery. erection and broct ng of trusses and info systems seeANSI/iPI l Oua91y Criteria, DSB-69 and BCSI Building Component
Tampa. FL 33610SafetyInformationavailablefromtrtraRatetrisl1Me. 218 N. toe Street. Strife 312. Alexandria. VA 22314.
Truss
T13026342
A01 I Hip Girder
Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07.22:12 201E
ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-5hz 1 JIBIKF04ZxV2ZEmg2zAex1 KHvnliLwcd4
NOTES -
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 Ib up at 7-0.0, 105 Ib down and 107 Ib up at
9-0-12, 105 Ib down and 107 Ib up at 11-0-12.105 Ib down and 107 Ib up at 13-0-12,1051b down and 107 Ib up at 15-0-12,105 Ib down and 107 Ib up at 17-0-12,1051b
down and 107 Ib up at 19-0-12,105 Ib down and 107 Ib up at 21-0-12,105 Ib down and 107 Ib up at 22-4.0, 105 Ib down and 107 Ib up at 23-7-4,105 Ib down and 1071b
up at 25-7-4,105 Ib down and 107 Ib up at 27-7.4, 105 Ib down and 107 Ib up at 29-7.4, 105 lb down and 107 Ib up at 31-7-4, 105 Ib down and 1071b up at 33-7-4, and
105 Ib down and 107 Ib up at 35-7-4, and 200 Ib down and 202 Ib up at 37-8.0 on top chord, and 320 Ib down and 109 Ib up at 7.0-0, 81 Ib down at 9-0-12, 81 Ib down at
11-0-12,81 Ib down at 13.0.12, 81 lb down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-12, 81 Ib down at 21-0.12, 81 Ib down at 22-4-0, 81 Ib down at 23.7.4
81 Ib down at 25.7.4, 81 Ib down at 27-7.4, 81 lb down at 29.7-4, 81 Ib down at 31-7-4, 81 Ib down at 33-7-4, and 81 Ib down at 35-7-4, and 320 Ib down and 1091b up
at 37-7-4 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 lace of the truss are noted as front (F) or back (B)
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 4.11=-54, 11-14=-54, 2-13=-20
Concentrated Loads (Ib)
Vert: 4= -153(B)11= -153(B)24= -320(B)6= -105(B)21= -58(8)20=-58(8)7=-105(8)19=-58(B)9— 105(B)16=-320(8)26=-105(8)27=-105(8)28— 105(8)
29= -105(8)30= -105(B)31= -105(B)32= -105(8)33= -105(8)34= -105(B)35= -105(B)36=-105(8)37=-105(8)38=-58(8)39_ 58(B)40= -58(8)41=-58(8)42=-58(B)
43= -58(B)44= -58(B)45= -58(B)46= -58(B)47= -58(8)48=-58(8)49=-58(B)
0 WARNING - Verily dedgn penmerem and READ NOTES ON THIS AND INCLUDED NIrEK REFERANCE PAGE M67473 rev. IOMMIS BEFORE USE
Design valid la use only vAth Mnek® connectors. This design Is based orgy upon paamelens shown. and Is for an trmdlvkW lidding component. not
a lit= syslem. Bolore use, Ilia building deslgnei must verity the applicability of cknIgn pabannetois and properly Incoi paato this design Into the overall
btAc&V design Biax:hg fixflcaled Is to prevent b ucldIrV of IrxfivkAxi tura web ~/or chord members only. Additional temporary and permanent txacing MOW
Is always seguired fa stability and to prevent collapse with possible personal Inf ry and property damage. for general guidance reWcAr g the
fabftallon sloKW, delivery, erection aril bnalclng of lnrsses and In= syslenr. secANSI/Mi I Quality Criteria. D56.69 and SCSI Building Component 6904 Parke East Blvd.
Safety Information arvallable from lrura Rate Instlnne. 218 N Lee Streel, Sm4lo 312. Alexandria. VA 22314. Tompo. FL 33610
Job Truss Truss Type Oty Ply WPOO97
LUMBER- BRACING -
6904 Parke East Blvd.
TOP CHORD 20 SP No.2 'Except' TOP CHORD
713026343
WPOO97 A02 Hip 1 1
1 Row at midpt 5-17,8-13
WEBS 20 SP No.3
REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0
Job Reference (optional)
Vurloers rrrstJOUfce, I amps, nam s.ny, mime oouoo v.. w a _.V ...—...... . — ......o,..o.,, — . __ ......
ID:4xrZSyO5pnperCOHML1OglzP836-N 1 uhniH2hPu5uOXOUCOTgRzvlrmZ2?uNXCgySUzsY90
1.0 0 5.7.6 9 0 0 15.8.14 22.4.0 28.11.2 35.8.0 39-0.10 44.8 .0 45-e p
1.O 57.6 I 34-10 6.8 14 I 6 7.2 6 7.2
I
6 8 14 34.10 } 5.7.6 0
5.00 F,2
20 II
6x8 —
5x8 = 5x8 = 5x8 = 6x8 =
4 S 6 7 8 9
Scale n 1:76.1
5x6 = 17 16 15 14 13 5x6 =
5x8 = 7x10 = 5x6 = 7x10 = 5x6 =
v
2 —
tq
LOADING (psi)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.74
BC 0.26
WB 0.52
Matrix -SH
DEFL. in
Vert(LL) -0.33
Vert(CT) -0.61
Horz(CT) 0.13
hoc) Well Ud
15 >999 240
15 >863 180
11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 277 lb FT = 20%
LUMBER- BRACING -
6904 Parke East Blvd.
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins.
4-6,6.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-4.3 oc bracing.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-17,8-13
WEBS 20 SP No.3
REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0
Max Horz 2=-57(LC 13)
Max Uplift 2=-477(LC 8). 11=-477(LC 9)
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 2-3=-3598/2258, 3-4=-3395/2064, 4-5=-3153/1963, 5-7=-4957/2959, 7-8=-4957/2959,
8.9=-3153/1963, 9.10_ 3395/2064, 10.11=-3598/2258
BOT CHORD 2-17=-1996/3246,16-17=-2504/4521, 15-16=-2503/4524, 14-15=-2471/4524,
13-14=-2472/4521,11-13=-1900/3246
WEBS 3.17=-162/349, 4.17=-578/1022, 5-17=-1635/932, 5-15=-279/562, 7-15=-340/293,
8-15=-280/562,8-13=-1635(931,9-13=-578/1022,10-13=-162/349
NOTES -
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511; Cat. 11, Exp C; Encl..
GCpi=0.18, MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5-0.0, Exterlor(2) 5-0-0 to 45.8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber D0L=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 20.0psl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b)
2=477,11=477.
Thomas A. Albani PE No.39380
MiTsk USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING • Verily design Pwameten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M&7473 rev. 100.31015 BEFORE USE
Design valkl la use only vAlh MlleW connectors. This design Is leased only upon paameters shown. and is la an Individual brildi ng component not
a fruss system. Before use. the MJlding desklner must verity the cWlCablity of design Ixsamelers and pxoWly Incorporate this design Into the ovoiall
building design. Bracing Indicated Is to prevent Melding of ImlNldud iniss web and/or chord members orgy. Addillo nal tempotary and p ennament bracing WOW
is always recSJred lot stability and to rxevent collapse wllh possible personal snb/y and property damage. For general guidance regaalng the,
Iatxtcotbn, slaage, delivery, erectlon and Traci nth of Misses and in= systems seeANSI/1PI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avclkrble from lniss Rate Institute, 218 N. Lee Street. Scdte 312, Alexadlrla. VA 22314. Tampa, FL 33610
Job Truss Truss Type Oty Ply WPOO97
Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190
TCDL 7.0
713026344
W POO97 A03 Hip 1 1
WB 0.89 Horz(CT) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -SH
Job Reference (optional)
Builders FirslSource, Tampa, Plant City, Florida 33566 5.13o s Sep ib zo17 MiTekek Industries. Inc. rue .ran z3 07.22:20 zap a rage 1
ID:4xiZSyOSpnpciCOHMLI Ogt zP836•sDS3_t HgS10yWA681wiNIV2W F7BnNLXmsZV_wzsY9n
11.0.0 18.7 4 26.0.12 33 8.0 22:2'-12 44-8 0 45.8-p
1.4 St -6 510.10 7.7.4 7.5-8 7.7.4 51010 5.1.6 40
5x8 =
5.00 F,2
2x4 11 4x6 = 3x8 = 5x6 =
8
Stale = 1:76.1
3x4
3
SPACING- 2.0.0 CSI. DEFL. in (roc) Well Ud
3x4
9
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190
v
10 11
q
o Ig6
5x6 = 19 18
17
16 15
14
13 12 5x6 =
2x4 II 4x6 =
5x8 _
5x8 = 2x4 II
5x8 _
5x8 = 2x4 II
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (roc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.31 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.57 15-16 >924 180
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Weight: 262 Ib FT = 20°0
LUMBER- BRACING -
TOP CHORD 20 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied
4-6: 20 SP M 31, 6-8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11.0 oc bracing.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at micipt 7-16.7-13
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=1700/0.8.0, 10=1700/0-8-0
Max Horz 2=-70(LC 17)
Max Uplift 2=-457(LC 8), 10=-457(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 3637/2278, 3-4=-3239/1977, 4-5=-3874/2397, 5.7>3874/2397, 7-8=-2954/1893,
8-9=-3231/1970,9.10=-3641/2283
BOT CHORD 2-19- 2031/3291, 18-19=-2031/3291, 16.18=-1593/2943, 15.16=-2095/3887,
13-15=-2095/3887,12-13=-1937/3295,10-12=-1937/3295
WEBS 3.18=-386/469, 4-18=-149/406, 4-16=-626/1198, 5-16=-429/369, 7-15=0/301,
7-13=-1204/638, 8.13=-451/875, 9-13=-398/481
NOTES -
1) Unbalanced root live loads have been considered for this design.
2) Wind. ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.1-6, Exlerlor(2) 5-1.6 to 45.8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads.
5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will tit 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=457,10=457.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6804 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Vestry dasryn Paramaran and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 rev. 149=015 BEFORE USE.
Design valid fa use ordy with Mtlek® connectors. this design Is Iced only upon Ioxlmelers shown. and is for an lxdvIdual building component, not
a truss system IlWoio use, to ba4lalng desIg et must vestry Ire applicability of design paianetois and proreily Incor oiate this design Into the overall
building design. Bracing Indicated Is to bucldktV Indivldual trim web and/or chord members only. Additional tempaay and permanent txWng WOWprovenlof
ts always iecaLed lot stability and to lxevenl colicpso wllh ross"o personal hkny and property damage. roi general guidance nogaidlng the
6904 Parke East Blvd. labnlcalbn, sloasge. delivery. erection and tracing of Inssses and Iniss systems seeAN51/iPl I Quality Criteria, DS11-69 and SCSI BuDftg Component
Ur po. FL 33610SolelyInformationalvaltciNefromlnissPlateInstitute, 218 N. lee Streel.."le 312. Alexandria. VA 22314.
Job Truss Truss Type Oty Ply WP0097
LUMBER- BRACING -
TOP CHORD 20 SP No.1 'Except'
713026345
WP0097 A04 Hip 2 1
WEBS 1 Row at midpt 7-13
14.17. 20 SP No.2
Job Reference (optional)
ouruens rnsrovumv, aampa, earn %,ny, roma oouou vvy , • "yo
ID.4xiZSy0SpnperCOHMLI 091 zP836•KPORCNIID08o8Khnbd0xw52EvIKsWvEg7WJ3XMzsY9m
1.0.0 7.7.12 13.0 0 19.3-4 25.4.12 31.8.0 37 .0.4 44.8.0 4 •8
1.0.0 7.7.12 5 4.4 i 6 34 I 6.1.8 6.34
1
5.4.4
1
7.7.12 6
Scale a 1:79.5
3x8 =
5x8
2x4 II 06 = 5x6 =
500(12 4 5 67 8
1 5x8 STP = 19 18 '
r
16 15 13 12 1.5x8 STP =
4x6 = 2x4 II 3x4 = 4x6 =
3x8 = 2x4 II 06 =
3x8 = 2x4 11 4x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0.0 CSI.
Plate Grip DOL 1.25 TC 0.79
Lumber DOL 1.25 BC 0.78
Rep Stress Iner YES WB 0.53
Code FBC20171TP12014 Matrix -SH
DEFL.
Vert(LL)
Verl(CT)
Horz(CT)
in (loc) Well Ud
0.33 15-16 >999 240
0.62 15-16 >848 180
0.20 10 n/a Na
PLATES GRIP
MT20 244/190
Weight: 232 Ib FT = 20°0
LUMBER- BRACING -
TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins.
4.6,6.8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing.
BOT CHORD 2x4 SP No.t 'Except' WEBS 1 Row at midpt 7-13
14.17. 20 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0
Max Horz 2=81 (LC 16)
Max Uplift 2=-437(LC 8), 10=-437(LC 9)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-3524/2169, 3.4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7-8=-2720/1784,
8.9=-2988/1873, 9-10=-3523/2170
BOT CHORD 2-19=-1881/3157, 18.19=-1881/3157, 16-18=-1430/2707, 15.16=-1719/3249,
13.15=-1719/3249,12-13=-1788/3157,10.12=-1788/3157
WEBS 3-19=0/276, 3-18=-539/529, 4.18=-226/416, 4-16=-419/833, 5.16=-352/306,
7-13=-822/416,8-13=-487/851,9-13=-539/530,9-12=0/276
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cal. 11; Exp C; Encl.,
GCpI_-0 18; MW FRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 45-8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MW FRS 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 psl bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b)
2=437,10=437.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 6634
6004 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 "RNWG • Vaulty deslyn penmelerr 4rM READ NOTES ON THIS AND rNCLUDED MITEK REFERANCE PAGE M67473 rev. 10011015 BEFORE USE
Design vdld for use only with Mitek® connectors. If& design h basad only upon paameters shown. and h la an hdlvidu l lxreding component not
a truss system. Bolae use. Iho NAdng designer must verity the oWIcabally of design poiamelois and property hcorpoiale this design Into the oveldl
brAdng design ®oehg Indicated h to rwckthg of individual truss web aKJ/or chord members only. AddllorxD lernporary axf penrwnenl hoeing MiTekprevent
Is dwoys required la stabalty and to prevent collapse wllh posUle personal diary and property damage. for genercil guidance regaling the
6904 Padre East BlvdlcrirlcalkxLslorcge. delivery. erection and tracing of trusses and truss systems. seeANSIMII Quality Criteria, DSB•89 and BCSI Building Component
Ternga, FL 33610SafetyinformationavdklblefromInnsRaleinstitute. 218 N. Lee Sheet, Suile 312, Alexancift VA 22314.
Job Truss Truss Type Oty Ply WPOO97
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98
713026346
WPOO97 A05 Hip 2 1
BC 0.94 Vert(CT) -0.59 13-15 >895 180
BCLL 0.0 ' Rep Stress Incr
Job Reference (optional)
MUMS I-Irslbource, Iampa, mam Vlry, roma."*aa o.rovaoey iacvir m1vvwmuuau1va,nR.. ray. ,
nperCOHML 1 Og 1 zP836-ocapPlJwzKGIITGz9KyAS4bMn3eaFNapDA2c3pzsY91
Scale = 1:81.0
5.00i12 5x8 =
2x4 II 5x8 =
5 6 7
1.Sx8STP= 18
1710 `.
15 13 12 1.54 STP=
4x6 = 20 11 4X6 = 3x8 = 30 = 20 11 4x6 =
30 = 4x6 =
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In floc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) 0.32 15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13-15 >895 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Weight: 226 lb FT = 20°b
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied.
4-5,7.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing.
BOT CHORD 20 SP No.2 WEBS 1 Row at midpl 3-17,9-13
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8-0
Max Horz 2=93(LC 12)
Max Uplift 2=-417(LC 8), 10=-417(LC 9)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783,5-6=-2893/1905, 6.7==-2893/1905, 7-9=-2851/1783,
9.10=-3561/2217
BOT CHORD 2.18=-1933/3197, 17-18=-193313197, 15.17=-1325(2562, 13.15=-1306(2562,
12-13=-1840/3197,10-12=-1840/3197
WEBS 3.18=0/314,3-17=-704/660, 5.17=-198/491,5-15=-2661600.6-15=-443/372,
7-15=-266/600,7-13=-1981491,9-13=-704/660,9-12=01314
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl.,
GCpl=0.18; MWFRS (envelope) and C -C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5.0-0 to 45.8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MW FRS 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.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b)
2=417,10=417.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING. verify desryn pennwars and READ N07Es ON 7NIS AND WCLUDEO M nK REFERANCE FADE MD -7473 rev. 1093WIS BEFORE USE
Design valid too use orgy wlih Ml leM connectors. Ills design Is lased only ttpon pmamelers shown. andis lot an IrdlMdual txAdhg component not
a buss system. Belooe use. the Ixilalng deslgneo must verity the apdicobalty, of design paoamoters and properly Incogooate this design Into the overall
building design. Brachg Indicated Is to bucldhp of I dlMdtdl Win web and/of chord members orgy. Additional temporary and penmawnl bracing MiTekprevent
K always neWied for slabltlly and to pxevent collcm wllh toslAo personal hpny and property damage• rot general guidance regading the 6904 Parke East Blvd. Mrlcatton, storage, delivery, erection and Uachg of trusses and tnis systema seeANSI/iPI l Quality Ctlterlo, DSB-69 and BC$1 Wading Component Tampa. FL 33610SafetyInformationavaltabtefromlnisPlateIruntule, 218 N. tee Street. Stile 312, Alexanctrks. VA 22314.
Job Truss Truss Type Ory Ply WPOO97
loc) Vdell Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL
713026347
W P0097 A06 Hip 2 1
Lumber DOL 1.25 BC 0.99 Verl(CT) -0.62 18-20 >852 180
Job Reference (optional)
twnoers rrrstaource, I ampa, rranr L'Ity, rronoa 10000
5.00 52 5x6 =
6
0. I JV i ovv 1.7 LV 1 / IV111 tln IIIYVJIIItlJ, II W. 1 Vtl Jtll I LJ V I.LG.LJ LV I p =atl /
IcrCOHML1091zP836-Go8Bd3KYkeOWNdr9j2TP?H7bMSz1 olzSgo9bFzsY9k
32-11.1 I
38.8-6 44.8.0 45.Of631say611.10 0
Scale = 1:78.0
3x8 = 5x6 =
7 8
3x8 =
4V IV 18 Co
17
Lr t6 l0 1..
3x8
30 =
06 = 20 II 3x8 =
30 =
4x6 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.73 Vert(LL) 0.31 17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Verl(CT) -0.62 18-20 >852 180
BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.21 12 n/a Na
BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH Weight: 244 Ib FT = 20°0
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 20 SP No.3 WEBS 1 Row at midpi 7-18,7-16
REACTIONS. (Ib/size) 2=1700/0-8-0,12=1700/0-8-0
Max Horz 2=104(LC 12)
Max Uplift 2=-418(LC 12), 12=-418(LC 13)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3562/2280, 3-5=-3380/2197, 5.6=-2635/1724, 6-7=-2391/1651, 7.8=-2391/1651,
8-9=-2635/1724, 9.11 =-3380/2197, 11-12=-3562/2281
BOT CHORD 2-20=-2010/3200, 18-20=-1586/2794, 17.18=-1289/2526, 16-17=-1289/2526,
14-16=-1550/2794,12-14=-1916/3200
WEBS 3-20=-222/369, 5.20=-306/485, 5.18=-572/529, 6-18=-424/734, 7.18=-393/166,
7.16= -393/166,8.16= -424!734,9-16=-572/529,9.14=-306/485,11.14=-222/369
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exledor(2) 5.0.0 to 45.8.0 zone; cantilever lett and right exposed
end vertical left and right exposed;C-C for members and forces 8 MW FRS 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 fit between the bottom chord and any other members, with BCDL = 10 Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)
2=418,12--418.
3
Ig
Thomas A. Albani PE No.39360
MiTok USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING - Vedly deOgn paromaters and READ NOTES ON THIS AND NCLUDED AUfEK REFERANCE PAGE N67473 rev. 1I 0MIS BEFORE USE
Design valkl lot use only ami Mllek® connecbrs this design Is based only upon parameters shown, and Is for an Individual building component. not
a truss syslern. Before use, the buildirIg designer must verily Ilia appllcabliIN of design parameters and poperiy incorporale W& design Into the overall
btsdirlg design. ®acing Indicated Is to buckllrlg of Indlvkltxll tans web and/or chord members only. Addillonal temporary and perrnanenl bracing WOWrxevenl
Is always required for stability and to p3evenl collarAe with possible personal Inkav and property damage. For general guidance regarding the
labrkballon, storage, delivery, erection and bracing of Inissesand Inrsssystem- seeANSI/TPII Quality Criteria, 0311-69 and SCSI Building Component 6904 Parke East Blvd
Safety Information ovcAable from Lust Rate InsOhrle. 218 N. loo Street. stille 312. Alexandtlo. VA 22314. Tampa. FL 33610
Job Truss Truss Type Oty Ply WPOO97
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing
WEBS 20 SP No.3 WEBS
7130263481
W POO97 A07 Hip 2 1
FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2 -3= -3545/2254,3 -5=-3039/1969,5.6=-2461/1649,6-7=-2219/1594,7.8=-2461/1649,
8-10=-3039/1969, 10-11=-3545/2255
Job Reference optional) 1
Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:24 2018 Page 1
ID:4xiZSyO5pnpciCOHML1OglzP836-k_hagPKAVxXN1nOLGl eXV91RsJ-jIz6hUXj7hzsY9j
0- 7.0 0 12.7.15 19.0 0 25•&0 32.0 1 37.7-12 44.8.0 4 •8
0• 757 5 7-11 6.4.1 LN -N
6-4-1 57.11 7.0.4 4
5.00 f 12
5x8 =
5x6 =
Scale = 1:81.0
1.Sx8STP= 20 18
7°
17
Cd
16
11)
14 13 1.54 STP=
3x8 = 20 11 3x4 = 4x6 =
30 = 3x8 =
4x6 =
3x4 = 20 I; 3x8 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0.0 CSI.
Plate Grip DOL 1.25 TC 0.90
Lumber DOL 1.25 BC 0.95
Rep Stress Incr YES WB 0.40
Code FBC20171TP12014 Matrix -SH
DEFL. in (loc) Well Ud
Vert(LL) 0.30 17 >999 240
Ven(CT) -0.55 17-19 >969 180
Horz(CT) 0.21 11 n/a n1a
PLATES GRIP
MT20 244/190
Weight: 243 Ib FT = 2046
LUMBER- BRACING -
a 1puss system Bofoie use, the bWdng designer must verify the applicability of design paparnotors and pioporfy Incowpoiale this design Into the overall
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP NO.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing
WEBS 20 SP No.3 WEBS 1 Row at midpt 5-17,6-16,8-16
REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0
6904 Parke East Blvd.
Max Harz 2=116(LC 16)
Torrpo, FL 3361 D
Max Uplift 2= 432(LC 12), 11=-432(LC 13)
FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2 -3= -3545/2254,3 -5=-3039/1969,5.6=-2461/1649,6-7=-2219/1594,7.8=-2461/1649,
8-10=-3039/1969, 10-11=-3545/2255
BOT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17.19=-1536/2752, 16-17=-1097/2218,
14.16=-1507/2751, 13.14=-1873/3179, 11-13=-1873/3179
WEBS 3.20=0/259, 3-19=-497/485,5-19=-182/403,5-17=-707/576,6-17=-3281594,
7-16=-319/584, 8-16=-706/575, 8-14=-182/402,10-14=-497/486,10-13=0/259
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; VuIt=140mph (3 -second gust) Vasal=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl.,
GCpi-0.18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0.0 to 45-8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0pst.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=432,11--432.
gl
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Dote:
January 23,2018
0 "RNWG . V4Ay dadpn Pm.rn.tM and READ NOTES ON THIS AND WCLUDED WEK REFERANCE PAGE 619.7473rov. 10931015 BEFORE USE
Design valid lop use only calm Mllek0 connectors. this design Is based only ulxxl paaneters shown, and Is foi an Individual ixAdblg component. roof
a 1puss system Bofoie use, the bWdng designer must verify the applicability of design paparnotors and pioporfy Incowpoiale this design Into the overall
building design. Racing Indicated is to peveni buckling of IndNkfual Inns web and/or chord members only. Additional ternporary and peimanenf bracing MiTek
Is always ieagbed for slabltty and to prevent collapse with possible personal "and ppopeAy damage. for general guldance iWasdng Phe
fabricallm storage, delivery, erection and bracing of trusses and truss systems, wANSIjWI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Rale hnllhrle. 218 N. Leo Street. Salle 312. Nexaxfrlo. VA 22314. Torrpo, FL 3361 D
WPOO97 1A0 IHip 12 I 1 I T13026349
lrslSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MIT9N Industries, Inc. Tue Jan 23 07:22:25 2018 Mage 1
ID:4x1ZSyO5pnperCOHML 1 Ogt zP836•CBFy2lLoGFIEdx7YgSVt4iCu6GfMSjTGw8HGgersY9i
0
6.11.14 13.8.14 21.0.0 23.8.0 30.11.2 37.8.2 44.8.0 45.8-
0 6 11.14 6 9 0 7.3.2 2.8.0 7.3 2 6 9 0 6-11-14 0•
Scale = 1:81.0
5.00 F,2 5x8 =
5x6 =
1.SxBSTP= 18 17
10 91
15 14 --12 11 1.SxBSTP=
3x8 = 2x4 11 30 =
4x6 = 30 = 3x8 =
06 =
30 = 2x4 II 3x8 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC20171TP12014
CSI.
TC 0.91
BC 0.94
WS 0.58
Matrix -SH
DEFL. in (loc) l/dell Ud
Vert(LL) 0.31 15-17 >999 240
Vert(CT) -0.59 15-17 >899 180
Horz(CT) 0.21 9 nta Na
PLATES GRIP
MT20 244/190
Weight: 252 Ib Fr 20%
LUMBER- BRACING -
a buss syslein. Before uso. Iho "ding designer must verity the c"Al :obllty of design rxnomoters and pioporly Incorporate Ihk design Inlo the overall
building design. Biocing Indicaled Is to prevent truckling of Indk4d u>f tnrs web and/or chord members only. Additional lern"ary and pesmarenl braclng
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing
WEBS 20 SP No.3 WEBS 1 Row at midpt 4-15.5-14,7-14
REACTIONS. (Ib/size) 2=1700/0-8-0,9=1700/0-8-0
Max Harz 2=128(LC 12)
Max Uplift 2=-446(LC 12), 9=-446(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2.3=-3551/2278, 3.4=•2980/1943, 4.5=-2288/1570, 5-6=-204611531, 6-7=-2291/1572,
7-8=-2979/1943, 8.9=-3552/2278
BOT CHORD 2-18=-1989/3185, 17-18=-1989/3185, 15.17=•1511/2704, 14-15=-982/2042,
12-14=-1486/2703,11-12=-1896/3186,9-1 1=-1896/3186
WEBS 3-18=0/275, 3-17=-556/527, 4.17=-161/459, 4-15=-844/669, 5-15=-372/594,
6.14=•362/590, 7.14=-840/666, 7.12=-160/456, 8-12=-557/528, 8-11=0/276
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VU11=140Mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5.0.0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces & MW FRS 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 fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except 01=lb)
2--446,9--446.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cort 66U
6804 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING - Verify dation pan eaten and READ NOTES ON THIS AND INCLUDED NrlEK REFERANCE PAGE UP -7073 ray. 1MM16 BEFORE USE
Design vatkt for use only wllh Mllok®conneclors. This design B Lased only upon rxxaneten shown. and Is for an Individual tAdding component, nol
a buss syslein. Before uso. Iho "ding designer must verity the c"Al :obllty of design rxnomoters and pioporly Incorporate Ihk design Inlo the overall
building design. Biocing Indicaled Is to prevent truckling of Indk4d u>f tnrs web and/or chord members only. Additional lern"ary and pesmarenl braclng MiTek
Is always required for slabil ty and to rAevent cdlgre wllh possible personal b*sy and rropedy drnnago. rot general gldanco reWdIng rte
kAwlcclllm storage, delivery, erection and bracing of fnsssm and trcrs systems, soeANsl/1PI I Quality Criteria, OSS -89 and SCSI Sunding Component 6904 Parke Easl Blvd.
Safety Information clvc/krtle from lnrs Plate Inslikde. 218 N. tee Street- Sulle 312, Alexcaxlrkl, VA 22314. Tarrpo, FL 33610
Job Truss Truss Type City Ply WPOO97
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90
713026350
W POO97 A09 Common 7 1
Verl(CT) 0.51 15-17 >999 180
BCLL 0.0 ' Rep Stress Incr
Job Reference (optional)
Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1
ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-BZNiSRN3osvysF8wy0(L971Dd4OOweJYNSmNkOzsY9g
1.0• 7. 11.6 15.7.6 22.4.0 29.0.10 36.8.10 44.8.0 8•
0• .1, .6 7.7.15 6610 6.8.10 7-7.15 7.11.6 -0
l
s
5x6 =
5.00 ri2
Scale = 1:75.0
44 = 18 17 — — 15 " 13 12 axo
2x4 II 4x6 = 3x8 = 3x4 =
30 = 4x6 =
2x4 II
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Verf(LL) 0.32 15.17 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Verl(CT) 0.51 15-17 >999 180
BCLL 0.0 ' Rep Stress Incr YES WS 0.49 Horz(CT) 0.19 10 We rl/a
BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 234 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins.
1.4,8-11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 3.9.13 oc bracing.
BOT CHORD 20 SP No 1 'Except' WEBS 1 Row at midpi 6.15, 7-15, 9-13, 5.15, 3-17
14-16:20 SP No.2
WEBS 20 SP No.3
REACTIONS. (Ib/size) 2=1700/0.8.0, 10=1700/0-8.0
Max Horz 2=135(LC 12)
Max Uplift 2=-454(LC 12), 10. 454(LC 13)
FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3530/2527, 3-5=-2815/2123, 5-6=-2170/1814, 6.7=-2170/1814, 7-9=-2815(2123,
9.10=-3530/2527
BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17=-1613f2524, 13-15=-1619/2524,
12-13=-2113/3164,10-12=-2113/3164
WEBS 6-15=-943/1286, 7-15=-840(755, 7-13=-2021492,9-13=-713/634, 9-12=0/330,
5-15=-840!/55, 5-17=-202/492, 3-17=-713/634, 3-18=0/330
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl.,
GCpi--0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0.0, Exterior(2) 5.0-0 to 22-4-0, Comer(3) 22-4.0 to 28-4-0 zone;
cantilever telt and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
2=454,10=454.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cod 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING • V#d#y dedyn Perimeters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE Ma -7473 rev. 1041MIS BEFORE USE
Desigl valid low use ordy wlm Mnek0 connectors. Trb de4n is txssed orgy ulwn parameters shown, oral Is to o1 hdMddxl btAding coinlwnenl. not
corlato this design Into Tho overallofsignparametersandrAopeilyhwraTrusssyslein. Maio e. the IwIIdIng designer must verify the alxlkatsll fy deus
briding design. bochg Irxdkated Is to provoni budding of hdNk7ual truss web and/or chord members orgy AdditkxxA lemporay and permanent bra^abw MiTek
Is always secluked for statAly and to prevenl cdlopse Min possUe, personal"and property damage. ror gonerd guklolce segasdng the
fabrlcatlon. storage. dellvery. orecllon and bracktg of fusses and truss systems seeANSI/TPI I Qualify Criteria, DSB-89 and BCSI Bupoing Component 6904 Parke East Blvd.
Safety information cr"able horn buss Plate Institute. 218 N. lee Street. Sidle 312, Alexcuxlrlo. VA 22314. Tampa. FL 33610
A010 I Root Special 11 I 1
8.130 s Sep 15 2017
rC0HML1Oa1zP836-
6x8 =
5.00 F,2 4
7x10 = 2x4 II 5x8 = 5x8 = 6x8 =
T13026351
22:13 2018 Paae 1
Scale = 1:78.8
5x6 =
cu 19 re 17 16 14 13 5x6 =
4x6 = 5x8 =
5x8 = 2x4 II 5x8 = 2x4 11
6x8 = 5x8 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 16-17 >999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.52 16-17 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.11 11 n/a rVa
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH
LUMBER- BRACING -
TOP CHORD 20 SP N0.2 'Except' TOP CHORD
1-4: 2x4 SP M 31, 5.7,7.9: 2x6 SP M 26 BOT CHORD
BOT CHORD 2x6 SP M 26 WEBS
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1700/0.8.0, 11=1700/0-8-0
Max Horz 2=79(LC 12)
Max Uplift 2=-402(LC 9), 11=-515(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2.3=-3686/2686, 3.4=-3437/2465, 4-5=-380112723, 5.6==-4027/2771, 6-8=-402612770,
8-9=-2980/2234,9-10=-3251/2290,10-11=-3643/2596
BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17.19=-2101/3448, 16.17=-2309/3843,
14-16=-2309/3843,13-14=-2301/3297,11-13=-2301/3297
WEBS 3-20=-353/550,4-20=-380/502, 4-19=-1469/2251, 5-19=-1973/1408, 5-17=438/816,
6-17=-414/358,8-14=-1056/681,9.14— 532/904,10.14=-379/486
PLATES GRIP
MT20 244/190
Weight: 284 Ib FT = 20%
Structural wood sheathing directly applied or 2-2-0 oc purlins.
Rigid ceiling directly applied or 6-5.6 oc bracing.
1 Row at micipt 8.14
NOTES -
1) Unbalanced rool live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II, Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Corner(3) -1-0-0 to 5.1-14, Exterior(2) 5.1.14 to 12.8-0, Corner(3) 12-8.0 to 39-6-10,
Exiedor(2) 39.6.10 to 45.8.0 zone; cantilever left and right exposed; end vertical lett and right exposed;C-C for members and forces
8 MW FRS 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 lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 Ib uplift at joint 2 and 515 Ib uplift at
joint 11.
0
2 —
tg
Thomas A. Alberti PE No.39360
MiT9k USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING - VaUy dedyn PMmerms and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M67473 rev. IM"VIS BEFORE USE
DesVn valid for use only vAlh MflokO connectois. Ir6 dosign h based only upon paameters shown, and h for an hdh4dxll ixddlrlg comtwrlent, not
syste. Below use. the bulkAng closlgnei masa ve4h the oWIcabilty, of design pxnanolets otx! properly hlcorporate Ihh doskjn Into tho overallotrussm
bBdng deskin. ®acing Incllcated Is to prevent brckft of Irxllvkk" Inns web axl/a chord rnembeis only. AdcAllonal temporary and permanonl bracing WOW
Is always iegtAred la sfalxllty, and to prevent collafx a vnth possible personal blurry and Ixoperty, damage ra general gtsldalce regarcAng the
Ict<xballon, stotago, delivery, erectlon alct txachV of htmes and him systems. seeANSI/IPI l Quality Criteria, DSS -a9 and SCSI Wllding Component 6904 Parke East Blvd.
Safely IMormaaon ovallctble horn truss Rate bnAtute. 218 N. lee Sheet, Stdte 312. Alexandria, VA 22314. Tampa. FL 33610
Job Truss Truss Type City Ply IWPO097
a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall
Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng
6.1.3 9.0.0
Plate Offsets (X Y)--
713026352
WPOO97 A011 Roof Special 1 1
LOADING (psf) SPACING- 2-0-0
Job Reference (optional)
tsmtaers mrstsource, Pampa, riani,.ity, rionoa a0000
1 i,
5.00112
o. wv a vvy u cu, mn en nwumnoa, ,, w. r u
ID:4xiZSyO5pnperCOHMLI Ogt zP836-VFIAxKDXdAOIOPEdFMKXgboHyEIS660ncasl
29.6.13 35.8.0 38.11.5 44.8.0 45•
5.11.7 6 1.3 3 3 5 5-8-11 •i
5x8 =
5x6 =
3x4 = 3x4 =
5x6 =
4 5 6
2x4 11 3x6 = 5x8 =
Scale = 1.79 4
3x6 = 24 23 22
21
20 19 18 1716 15 3x6 =
2x4 If 30 =
3x6 =
5x8 = 30 =
3x4 =
3x6 = 6x6 = 3x6 =
AJ, .CA —7_O_n _7_7 9LA_m Daa.ra as an AA.R n
5.2.3 5.9.13 3.4.0 2-0.0 •4• 5.11-7
Design valid for use only wlln Mnek® connectors. INs design Is based only upon parameters shown, and Is toe an 1hd1Vk1J01 btddhg component, not
1.8.8 4.2.13
a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall
Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng
6.1.3 9.0.0
Plate Offsets (X Y)-- 14.0-5-12 0-2-81 15:0-3.0 0.2-41 111:0-5-120-2.81 113:0-4-2 0-1-81.120:0.3-8,0-3-01
Torrpo. FL 33610
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 13-15 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.32 13-15 732 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.03 13 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 240 Ib FT = 20°0
LUMBER- BRACING -
TOP CHORD 20 SP NO.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.6.13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8.0.
lb) - Max Harz 2=70(LC 16)
Max Uplift All uplift 100 Ib or less at joints) 18 except 2=.164(LC 12), 20=-485(LC 9), 13=-275(LC 13)
Max Grav All reactions 250 lb or less at joints) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24),
18=343(LC 24)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-878/647, 3-4=-3151230,4-5=-37/304. 5-6=-64/344, 6.7=-538/970, 10-11=-881/677,
11-12=-1178/905, 12-13= 1421/1152
BOT CHORD 2-24=-503/759,23-24=-503/759,20-22=-741!704, 19.20=-970/875, 18.19=-339/881,
16-18=-339/881, 15-16=-559/1061, 13-15=-944/1261
WEBS 3-23=-573/623,4-23=-191/356,4.22=-646/548, 5.22=-274/176, 6-22=-599/912,
6.20=-690/537, 7-20=-944/673, 11-15=-234/398, 12.15=-256/473, 11.16=-241/258,
7-19=-774/1192,10-16=-54/267, 8-19=-318/278,10-19=-929/667
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1.0.0 to 5-2-3, Extedor(2) 5.2-3 to 11-0-0, Comer(3) 11-0-0 to 14.4.0,
Extedor(2) 16-4-0 to 45.8-0 zone; cantilever lett and right exposed ; end vertical left and right exposed;C-C for members and forces
8 MW FRS 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 pst bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18 except 01=1b)
2=164,20=485,13=275.
Thomas A. Albani PE No.39360
MiTok USA, Inc. FL Cert 6634
6904 Parko East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Verdi, design psremshsn and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE OW7473 rev. 1099 IS BEFORE USE
Design valid for use only wlln Mnek® connectors. INs design Is based only upon parameters shown, and Is toe an 1hd1Vk1J01 btddhg component, not
a buss system. &;lora use. the building designee must verity the oppllcabllly of design lx]ranelors and properly i ncoelweale this design Into the overall
Indicated Is to bueklhg WKWId tram web dnd/a chord rnernbers only. Additional lemporary and perrnonenl b; crIng MiTek' building design Wachg prevent of xll
Is always redltlied lot stability and to Ixevenl collcI a vAlh possible personal hely and ixopeM damage. Foe general guldanco iegaidlhg the
labricatkxL stadlgo, delivery erection and brochg of inrsses and hrss systems. seeANSe/IPI I Quality CrltMo, DSB-89 and BCSI Buadhg Component 6904 Parke East Blvd.
Safely Information drvdlable from Inks Plate hsnlUte. 216 N. Lee Street. Suite 312, Adexcxxhkx VA 22314. Torrpo. FL 33610
Job Truss Truss Type Oy Ply WPOO97
20.0 Plate Grip DOL 1.25 TC 0.93
713026353'
WPOO97 A012 Root Special Girder 1 1
0.0 ' Rep Stress Incr NO WB 0.79
Job Reference (optional)
Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:16 2018 Page 1
ID:4xiZSyO5pnperCOHML1OglzP836-zSDY8gE000WW 1Yppo4rmDpLL?eeGravxrEblr9zsY9r
l•oo aS0 fr-60 12.60 1640 1640 , 2600 31.32 97.4.9 97r8.04045 4460 15' 0
SSO 37.0 38.0 39.0 2.0.0 .if 632 61.9 038 2.65 4311 1.60
5x8 =
5.00 12
2x4 II 5x8 =
5x6 =
5 6 7 5x8 = 3x6 = Sx8 =
Scale = 1:79.4
3x6 = 27 26 25 24 23 22 21
20
34 191836 35 37 3817 39 /
6 15 3x6 =
20 11 3x8 =
3x6 =
3x6 11
44 =
20 V
3x6 =
te•4o
SSO 8.00 •&o I
164.0 7.4 2ta•z zso•o I zbza 94.317 97•bo 1 464.5 t u—
SSO 370 N 360 332 34.74 32.7 6tL 3.4.3 2.65 4.3.11
LOADING (psi)SPACING- in (loc) 2.0.0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93
TCDL 7.0 Lumber DOL 1.25 BC 0.75
BCLL 0.0 ' Rep Stress Incr NO WB 0.79
BCDL 10.0 Code FBC2017rrP12014 Matrix -SH
DEFL. in (loc) Well Ud PLATES GRIP
Vert(LL) 0.0817-19 999 240 MT20 244/190
Vert(CT) 0.1917-19 999 180
Horz(CT) 0.04 13 Na We
Weight: 234 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3.1.4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing.
WEBS 20 SP No 3
REACTIONS. All bearings 0-8-0.
lb) - Max Horz 2=58(LC 27)
Max Uplift All uplift 100 Ib or less al joints) 22 except 2=-243(LC 27), 20=-930(LC 5), 13=-409(LC 9)
Max Grav All reactions 250 Ib or less at Joinl(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20),
22=270(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1160/413, 3-4=-788/381, 4-5=-6321410, 5-6=-632/410, 6-7=-415/360,
7 -8= -264/895,8.10= -219/352,10-11=-1581/618,11.12=-19001789,12.13=-2089/794
BOT CHORD 2-27=-362/1009,26-27=-362/1009, 25-26=-2431743,23-25=-211/396,22-23=-310/346,
21-22=-310/346, 20-21. 1657/566, 19-20= 1657/566, 17.19=-504/1138, 16-17=-635/1761,
15-16=-666/1852,13-15=-666/1852
WEBS 3-26=-380/169,4-26=-65/274, 6-25=-178/660, 6-23=-553/165, 7.23=-147/573,
7-21=-1002/345, 8-21=-277/1010, 8-20=-2629/931, 11-16=-104/372, 8.19=-628/2073,
10-19=-1688!730,10-17=-79/675,11-17=-261/188
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=1511; Cat. ll; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 30 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 Ib uplift at Joint(s) 22 except 01=1b)
2=243,20=930,13=409.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 109 Ib up at
25-7-4,145 Ib down and 107 Ib up at 27-7-4,145 Ib down and 107 Ib up at 29-7-4.145 Ib down and 107 lb up a1 31-7-4,1451b
down and 107 Ib up at 33.7-4, and 145 Ib down and 107 Ib up at 35.7-4, and 250 Ib down and 202 Ib up al 37-8-0 on top chord,
and 82 Ib down at 25-7.4, 81 Ib down at 27-7-4, 81 lb down at 29.7-4, 81 Ib down at 31-7.4, 81 Ib down at 33-7-4, and 81 Ib down
at 35-7-4, and 262 Ib down and 110 Ib up at 37-8-0 on bottom chord. The design/selection of such connection device(s) Is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Thomas A. Alban PE No.39380
MiT9k USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING - Vtrlly design peramoron and READ NOTES ON THIS AND INCLUDED K/TEK REFERANCE PAGE 11167473 rev. ff MWIS BEFORE USE
Design valid for use only with Mnek®connecloss. lids design 6 based only urxon parameters shown. and Is too an kndh4dual building component. not
S
o truss system Below use, the bWltbV closlgm must verity the aprAlcahaity of design paramelois axf properly Incorpaato this design Into the overall
building design. Bracing Indicated Is to bucking of tndlvkAral Irtm web ax1/or chord members only. Adtllllortal tempofcry and permanent bfoctng MiTekprevent
Is ctwoys fect bed la slablilty and to pievenl colicwe with possible p0isonal INry and ixoperty damage• roi genwal gu l ionce iegadling the
6904 Parke East Blvd. fcAbncalbn slorago, delivery, erection cmcf biocing of misses and Ifni systems. seeANSI/IPI I Quality Crllwla, DSB-69 and SCSI Building Component
Tampa, FL 33610SafelyinformationavallabiefromlnissRalebnsnfrite. 218 N. Lee Sloeet. Wile 312, Alexandria. VA 22314.
W P0097 I A012 I Roof Special Girder
713026353
8.130 s Sep 15 2017 MITek Industries, Inc. Tug Jan 23 07:22:16 2018 rage 2
ID:4xiZSyO5pnperCOHML1Og 1 zP836-zSDY9gE000W W 1 Yppo4rmDpLL7eeGravxrEblr9zsY9r
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pll)
Vern: 1.4=-54, 4-6=-54, 6-7=-54, 7.11=-54, 11-14=-54, 2-13=-20
Concentrated Loads (Ib)
Vert: 11=-153(F) 16=-262(F) 28= 109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32=-105(F) 33. 105(F) 34=-61(F) 35=-58(F) 36=-58(F) 37=-58(F) 38=-58(F) 39=-58(F)
0 WARNING - Vedly dertgn tserernetwo end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mo -7473.w. IMMIS BEFORE USE
Design valid la use orgy vAIA Miler conneclors. lrgs design Is based only upon 1xmarneters shown, and h for on b1dvlWral buldin0 comporanl, not
a pias syslern. Before use. the txAdIng deslgnet must verily the aWIcdNly of design pmanielers and property Incopotate this doslgn Into the overdl
design. ®ocing Irxllcated Is to bucldlrtp Intllvkkxl inns web and/or chard members orgy. Additional lempoimy and pesrnanenl blactng MITek' buldllrlg gevenl of
is alwoys rogJred Idx std101y, and to Ixevenl colld>nse with posdAo Ixlrsonal Infury and p>•opedy ddxnoge. ror general gtlddrrlco regdsdrp Me
6804 Porke East BbdkilWatbn, staage, delNey, erection and bracing of misses and Intss systefm, soeANSI/IPII Quality Cdterlo, DS6-89 and SCSI Building Component Tempo. Fl. 33610SafelyIMormatloncrVallc"e horn lnrss Rate InsBhde, 218 N. lee Sheet. Shclo 312, Alezrnxlrlo. VA 22314
Job Truss Truss TypeOry
2-0.0
Ply WPOO97
loc) Udell Ud PLATES GRIP
TCLL 20.0
fabrication storage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component
713026354
W POO97 A013 Hip Girder 1 1
244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 B 130 S 5ep 15 2017 MIT9k Inausiries, Inc. I u9 Jan Z3 07:22:17 20111 Paget
I D:4xiZSyOSpnpc rCOHML t Og 1 z P836• RemwMOFn9oeNf iO?MnM?late 124Sa6J44ulrObzsY9q
1.0.0 4.3.11 7.0 0 12.8.0 18.4-0 21.0.5 25.4 .0
1 0 0 1 4.3-11
1
2.8.5 5-8.0
I 5-8.0 2.8 5 i 4.3 11
5x8 =
5.00
20 II 5x8 =
Scale = 1.44 0
2x4 11 3x6 =
3x4 =
112 MT20HS =
3x6 = 2x4 11
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0
fabrication storage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component
Plate Grip DOL 1.25 TC 0.40 Ved(LL) -0.04 11.13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 11-13 >999 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 10 n1a We
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 122 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 8=44/0-8-0,2=656/0-8-0,10=1197/0-8-0
Max Horz 2=53(LC 12)
Max Uplilt 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5)
Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1109/272, 3-4=-879/256, 4-5=-629/232, 5-6=-629/232, 6-7=-92/492, 7-8=-68/313
BOT CHORD 2.14_ 223/966, 13-14=-223/966, 11.13_ 168!797, 10-11=-475/161, 9-10=-271/81,
8-9=-271/81
WEBS 4-13=-38/262,5-1 1=-350/191, 6-11=-351/1203,6.10=-937/294,7-10=-308/139
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1511, Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope), cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.0ps1 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 Ib uplift at joints) 8 except 01=1b)
2=186,10=313.
Thomas A. Albani PE No.39380
MiTek USA, Int. FL Cod 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Vadly detrgn poromsfem and READ NOTES ON THIS AND INCLUDED NREM REFERANCE PAGE W7473 rev. M"015 BEFORE USE
Design valid for use only calm Milek®connectors. 0* design Is based only upon parameters shown. and Is for an IndlvkAlal b uldirng component not
pn rnefers and property Incorporate Mk design Into Ito overallabusssystem. Before use. the bxilding designer must verify the aWlcat)lly of doslora
building design Bracing frndlcated Is to buckling of bxiNklual Inns web and/a chord members only. Additional temporary and pernnarwnt Macing MiTekrxevenf
Is always required for stability and to Ixevent cdktnae Min possIblo poisonal Injury and pxopedy damage. too general guidance iopading the 6904 Parke East Blvdfabricationstorage, delivery, erection and bracing of homes and Inas systems, seoANSI/IPI l Quality Cdtedo, DSB-89 and SCSI Building Component
Tor po. FL 33610SafetyinformationavdtablefromlnmPlateIrnsnblo. 218 N. lee Slreel. Su lle 312, AlcxcindfkL VA 22314.
Job Truss Truss Type City Ply WPOO97
TCDL 7.0 Lumber DOL 1.25 BC 0.01
BCLL 0.0 ' Rep Stress Incr YES
Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314.
713026355
WPOO97 Cil Jack -Open 10 1
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No 2
REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0,4=9/Mechanical
Max Horz 2=30(LC 8)
Job Reference (optional)
Builders FfrstSource, Tampa, Plant Cry, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1
ID:4xfZSy05pnperCOHML 1 Og 1 zP836.8ZNISRN3osvysF8wytXL971 PO4ZNwlyYNSmNkOzsY9g
1.0.0 1.0.0
1.0.0 1-0.0
20 = 1.SxBSTP =
LOADING (pst) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15
TCDL 7.0 Lumber DOL 1.25 BC 0.01
BCLL 0.0 ' Rep Stress Incr YES
Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314.
WB 0.00
BCDL 10.0 Code FBC2017/TPI2014 Matrix -P
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No 2
REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0,4=9/Mechanical
Max Horz 2=30(LC 8)
Max Uplift 3=-8(LC 1), 2=-69(LC 8)
Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1:6.5
DEFL. in (loc) Vdetl Ud PLATES GRIP
Vert(LL) -0.00 2 >999 240 MT20 244/190
Veri(CT) -0.00 2 >999 180
Horz(CT) -0.00 3 n/a n/a
Weight: 5 Ib FT = 209'6
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES -
1) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=15it; Cat. II; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 2 = 090
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.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide
will lit 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) 3, 2.
Thomas A. Albani PE No.39360
Mitek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING. Vadly dedgn pormetem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0111167473m. 10'032015 BEFORE USE
Dcslgn valid for arse oNy with Mllekb conneclors. lhk design 6 based only upon paamelors slewn. and Is loi m k'all"Kil btAding component, not
a truss system. Before use. the building designer must verily the applicablity of design pmaineters and poperty Incorporate this design Into the over,,
Bracing Indicated Is to bucidirg IralNkAr, buss wob and/or chord members only. Additional temP0101y and penmaenf baling WOWbuildingdesign. prevent of
Is always rogWed for stabB,ty, and to proven) co0arAe YAM possible personal InJuy and prop)" damage. For general guidance uegardng the
fabrication, shxage, delivery, erection and braciq of trusses and nuns systems, seeANSI/IPI I Quality Cr,ledo, DS"9 and SCSI Building Component 6904 Parke East Blvd.
Safety Informatton available from Inns Rate Irutlhute, 218 N. Leo Slreet, SUte 312. Alexandria. VA 22314. Tanga, FL 33610
Job Truss Truss Type Oty Ply WPOO97
a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall
bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg
Plate Offsets (X,Y)-- 12:0-0.2,0-0-01
Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the
T13026356IWPOO97CJ3Jack -Open 9 1 I
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00
Job Reference o Clonal
Builders FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:28 2018 Page 1
ID:4xlZSyOSpnperCOHML 1 Og 1 zP836-dmx4gnOhZA t pU017Vb2aiLgZ2TuZICCic6VwGSzsY91
1.0.0 3.0.0
1.0.0 3.0.0
3x4 =
Scale =1:10.8
1.5x8 STP = 3.0.0
Deslpn valid for use orgy vAlh Milek®connoctors. this design 6 basod only upon paamelers shown. and Is lot an bndlvldu l building component, not
3-0.0
a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall
bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg
Plate Offsets (X,Y)-- 12:0-0.2,0-0-01
Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rVa
BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 11 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or "-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical
Max Horz 2=59(LC 12)
Max Uplift 3=•42(LC 12), 2=72(LC 8)
Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3)
FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsi; h=1511; Cat. 11; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C
for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads
3) ' This Iruss has been designed for a live load o1 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 Ib uplift at joint(s) 3, 2.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Verify dotdgn pammetoro and READ NOTES ON THIS AND INCLUDED WITK REFERANCE PAGE 6167473 ray I&V XW IS BEFORE USE
Deslpn valid for use orgy vAlh Milek®connoctors. this design 6 basod only upon paamelers shown. and Is lot an bndlvldu l building component, not
a hus system. Beloto use, the Wldli designer roust verily fixe apllkabilhy of design patametois and popoily Incogotato Ihh design Into the overall
bu dng design. Bracing Irxlcoled is to pevenl bucldbng of I dIvkftxl tors web aril/or chord members only. Addlional lemporary cod permanent txacblg MiTek•
Is always required Ion stability and to pievenl colic"o wllh loss"e personal"and poporty damage. ror genial guidance iegading the
labilcatlon, storago, delivery, erection and brocing of tnrses and Inns systems, seeANSI/IPI I Quality Crtterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd
Sanely Information avallc"e Iom Inas Rale hnslinle. 218 N. Lee Sheol, Stlle 312, Alexanchla, VA 22314 Toupo. FL 33610
Job Truss Truss Type City Ply WPOO97
o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall
btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOW
1.5x81SP =
713026357
WPOO97 CJ3A Jack -Open 1 1
1-0.5
1 1-11-11
Job Relerence o tional
Builders FirSISOurCe, Tampa, Plant City, Florida 33556 a.13u s bep 1, zul f MI I ex inauslries, rift. r ue dan zs vrzz:za zu i o rage i
ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-dmx4gnOhZA1 pU017Vb2aiLgaxTuMICCic6VwGSzsY9f
1.0.5 3.0.0
1.0.5 1.11.11
Scale = 1:10.8
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical
Max Horz 5=33(LC 9)
Max Uplift 5=-24(LC 12), 3= 43(LC 12)
Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
Structural wood sheathing directly applied or 3-0-0 oc puffins,
except end verticals.
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.Opsl; h=1511, Cat. II; Exp C; Encl.,
GCp1=0.18; MWFRS (envelope) and C -C Corner(3) 0.1.12 to 1-0-5, Extedor(2) 1.0.5 to 2.11.4 zone; cantilever left and right
exposed; end vertical telt and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
gnp DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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 Int 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 Ib uplill at joint(s) 5, 3.
Thomas A Albani PE No.39360
Will: USA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING. Verify dedgn paramsfem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7173 rev. IM32015 BEFORE USE
axe 11
Design vdki for use only with Mnok® cornnoctws. This design Is based only upon poamefers shown. and Is la an Mlvidual lxAtling component, not
o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall
btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOW
1.5x81SP = 1.0.5 3.0.0
Tarripo. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. lee Street. Sidle 312. Alexandria. VA 22314.
1-0.5
1 1-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 VBlt(LL) -0.00 4-5 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 V@lt(CT) -0.01 4-5 999 180
BCLL 0.0 ' Rep Stress incr YES WB 0.00 HOrz(CT) 0.00 3 n/a n1a
BCDL 10.0 Code FBC2017lrP12014 Matrix -R Weight: 10 Ib FT = 20°b
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (Ib/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical
Max Horz 5=33(LC 9)
Max Uplift 5=-24(LC 12), 3= 43(LC 12)
Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
Structural wood sheathing directly applied or 3-0-0 oc puffins,
except end verticals.
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.Opsl; h=1511, Cat. II; Exp C; Encl.,
GCp1=0.18; MWFRS (envelope) and C -C Corner(3) 0.1.12 to 1-0-5, Extedor(2) 1.0.5 to 2.11.4 zone; cantilever left and right
exposed; end vertical telt and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
gnp DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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 Int 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 Ib uplill at joint(s) 5, 3.
Thomas A Albani PE No.39360
Will: USA, Inc. FL Celt 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING. Verify dedgn paramsfem end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7173 rev. IM32015 BEFORE USE
Design vdki for use only with Mnok® cornnoctws. This design Is based only upon poamefers shown. and Is la an Mlvidual lxAtling component, not
o liuss system. Below use. the txlk" dedgrxn roust verify the ap Alcabal fy of doslgn parameters and psoporly IncorMale, this design Into It* overall
btdlding design. Racing Irxllcated K to bucMing of Indivkkial Iruss web and/or chord members orgy. Addillor" lernportay and permanent lxaclng WOWpievont
Is always ioculied los stability and to ixovonl collapse with possBllo personal Inlray and Ixoperly damage. Tor general gtddance uogaudng the
6904 Parke East Blvdktbrlcatlon, storage. deflveiy, erection and biaci ng of lrisses and kuss systems. seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component
Tarripo. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. lee Street. Sidle 312. Alexandria. VA 22314.
Job Truss Truss Type City PlyWPOO97
in loc) Vdefl Ud
TCLL 20.0Plate Grip DOL
713026358
WPOO97 CJS Jack -Open 9 1 i
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT)
Job Reference (optional)
tsmlaersl-ustbource, Tampa, dant Gary, mollaa 3.3000 0.1 JV 5 aep 10 Zvi / ml 1 e6 Inuu5111e5, 11e). 1 ue -jail 40 V r:CL:La GV 1 o rayv 1
ID:4xiZSyO5pnperCOHM L 1 Og 1 zP836-SyVTt6OJKU9g5YIJ31apEYNtatBvOeSrgmF UpvzsY9e
1.0.0 5.0.0
1.0.01 5.0.0
3718 =
1.54 STP -
LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud
TCLL 20.0Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 24 999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2.4 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Ida We
BCDL 10.0 Code FBC2017fTP12014 Matrix -P
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical
Max Horz 2=91 (LC 12)
Max Uplift 3=-81 (LC 12), 2=-75(LC 8)
Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:15.8
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C
for members and lorces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING - Vadry dedgn penmsren and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 01,11167073 rov. 10MMI S BEFORE USE
Design vdld to use only vAth Mlek® connectors. Us design is based only upon parameters shown. and K lot an hdlvkkKA bulling component. not
o muss system. Befoo use. the bulldW destgron must verify the apdkabelly of design Ixiramolers and properly I conloate this design Into the overall
building design. ®acing Indicated K to bueldlrtg of dWNkAral truss web and/or chord rnemb eis only. Addllonal temporary and permanent Mating M iTek' pwvent
Is always tectukod for stability and to prevent cotlgxo wllh possible person al k*,Fy and property damage. For general guidance regodng the
6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and tray systems. seeANSI/FPI I Quality Criteria, OSS -69 and BCSI Building Component
Tonga, FL 33610SafetyInformationovallablefromlnrssPlateb7s6hrie, 218 N. Lee Street. Sidle 312 Alexanxida, VA 27.114.
Job Truss Truss Type Oty Ply WPOD97
LUMBER-
Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The
BRACING -
k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component
TOP CHORD 20 SP No.2
713026359
WPOO97 CJSA Jack -Open 1 t
except end verticals
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing
REACTIONS. (Ib/size) 5=177/0-8-0,3=122/Mechanical, 4=55/Mechanical
Job Reference o lienal
Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Tue Jen 23 07:22:30 2018 Page 1
ID:4xIZSyO5pnperCOHML1OglzP836-Z83r5SPx5nHXji1VdO52nmwrdHXZ75h730_1 LLzsY9d
3.0.5 5.0.0
3.0.5 1.11.11
5.00 r
30
Scale. 1:16.5
LOADING (psf)
TCU_ 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2.0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017fTP12014
Design valid loo use only Min Mllelt® connectors. this design Is based only upon poiainelers shown- and Is tan an Individual building component, not
CSI.
TC 0.47
BC 0.30
WB 0.00
Matrix -R
DEFL. in
Vert(LL) 0.04
Vert(CT) -0.05
Horz(CT) -0.03
loc) Udell Ud PLATES GRIP
4-5 >999 240 MT20 244/190
4.5 >999 180
3 We rVa
Weight: 17 Ib FT = 20°0
LUMBER-
Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The
BRACING -
k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component
TOP CHORD 20 SP No.2
Safety Information avallabto from lnrss Plato trnsnhrie. 216 N.lee Sheet. Suite 312, Alexandria, VA 22314.
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing
REACTIONS. (Ib/size) 5=177/0-8-0,3=122/Mechanical, 4=55/Mechanical
Max Horz 5=53(LC 9)
Max Uplift 5=-47(LC 8), 3=-69(LC 12)
Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-5=(137/284
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; Cal. Il; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) 0.1.12 to 3-0-5, Exterior(2) 3-0-5 to 4.11.4 zone; cantilever left and right
exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1 60
2) Provide adequate drainage to prevent water ponding.
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 20.0ps1 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) 5, 3.
Thomas A. Albani PE No.39360
MiTsk USA, Inc. FL Cert 6634
6904 Parke East Bbd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Verify design pan m lav end READ NOTES ON THIS AND WCLUOEO MREK REFERANCE PAGE AAD -7473 rev. Ie4 MIS BEFORE USE
Design valid loo use only Min Mllelt® connectors. this design Is based only upon poiainelers shown- and Is tan an Individual building component, not
a lots system. Below use. the brikJng designee must verity tt* apFAlcabally of design poiamelets and pwpeoly alcorrooate Ihk design Into the overall
building design. Bracing hdIcated Is to pevenl buckling of IndNkhml iris web and/or chord rneinbrns only. Additional leinpooary and penmanent Ixa: ing WOW
Is always ie(aLed loo stability and to prevent cotlaim vAh possible personal "and rAopoAy damage. For general guidance regarding The
k3bri:olkxn, storage, delivery- ereClkxn axt bocci ng of Irises and truss systems. soeANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks Eest Blvd.
Safety Information avallabto from lnrss Plato trnsnhrie. 216 N.lee Sheet. Suite 312, Alexandria, VA 22314. Tompa. FL 33610
Job Truss Truss Type Oty Ply WP00 7
MiTek'
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in
713026360
W POO97 EJ7 JACK -OPEN 30 1
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(CT) -0.18 2-4 >431 180
BCLL 0.0 '
Job Reference (optional)
Builders FirslSource, Tampa, Plant City, Florida 33566 t1.13u s bep 1a zul / MI I ex mousmes, Inc. t ue,Ian 23 0422:30 zona rage i
ID:4xIZSy05pnperCOHMLI091 zP836-Z83r5SPx5nHX)itVdO52nmwkYHSw75h730_1 LLzsY9d
1.0.0 7-0.0
r 1.0 7.0.0
Scale = 1:19.8
3xe =
1 5x8 STP -
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. ll; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Exterior(2) 5-0-0 to 6.11.4 zone; cantilever left and right exposed
end vertical tell and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Peter to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b)
3=102.
Thomas A. Alberti PE No.39360
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING. Vadlr doOgn perematore and READ N07ES ON MM AND WCLUDEO MrrEK REFERANCE PAGE M0-7473 rev. IMMIS BEFORE USE
7.0.0
Design valid lot use only with MI lek®conneetoa. 1nls deslgn is based only upon paametersshown, and k (of an Indh4dxl L44ding component, not
Plate Offsets (X Y)-- 12:0-8-0,0-0-101
a Russ system. Below use, the bulking designer must verify the apdkafAlty of design Iwramoters and properly eooFporale this design Into the overall
building design. Bating IfKACated Is to bxreiding of IndNkluol truss web and/or chord members orgy. Additional temporary and penmanenl Mating MiTek'
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2.4 >594 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(CT) -0.18 2-4 >431 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n1a
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 23 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing.
REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical
Max Hor[ 2=122(LC 12)
Max Uplift 3=-102(LC 12), 2=-85(LC 12)
Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=1511; Cat. ll; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) -1-0-0 to 5.0-0, Exterior(2) 5-0-0 to 6.11.4 zone; cantilever left and right exposed
end vertical tell and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Peter to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b)
3=102.
Thomas A. Alberti PE No.39360
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING. Vadlr doOgn perematore and READ N07ES ON MM AND WCLUDEO MrrEK REFERANCE PAGE M0-7473 rev. IMMIS BEFORE USE
Design valid lot use only with MI lek®conneetoa. 1nls deslgn is based only upon paametersshown, and k (of an Indh4dxl L44ding component, not
a Russ system. Below use, the bulking designer must verify the apdkafAlty of design Iwramoters and properly eooFporale this design Into the overall
building design. Bating IfKACated Is to bxreiding of IndNkluol truss web and/or chord members orgy. Additional temporary and penmanenl Mating MiTek' prevent
is always i"ibed la stability and to psrevenf collgx a with possible personal knfay and;xoporty damage. for general guidance rogardIng the
6904 Parke East Blvd. IcYMcation storage, delivery, erectlen arxi braceng of misses and in= systems, seeANsl/1PI I Quality Criteria, DSB49 and BCSI BulldbV Component
Tanga, FL 33610SafetyInformationavdkGNefromHansPlateinstitute. 218 N. Leo SRoel. Srdte 312. Alexandra. VA 22314.
Job Truss Truss Type Oty PlyWPOO97
loc) Well Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.79
713026361
W POO97 EJ7B Jack -Open 1 1
Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436
Job Reference (optional)
tluimers f frslsource, f ampa, rranf carry, rronaa iiaoo v. o Qu . -V •,• • o " -01V , . _n_
ID-4xiZSy05pnperCOHML1OglzP836.1KdDloOZsSPOLsSiBjcHKzSxRhl sYx814kbtnzsY9c
7.0-0
r 7.0-0
3x6 =
1 5x8 STP=
Scale = 1:19.8
LOADING (psqSPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0.16 1-3 481 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.18 1-3 436 180
BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a Na
BCDL 10.0 Code FBC20171TP12014 Matrix -SH Weight: 22 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=244/0.8.0, 2=165/Mechanlcal, 3=79/Mechanical
Max Horz 1=111(LC 12)
Max Uplift 1=-53(LC 12), 2. 104(LC 12)
Max Grav, 1=244(LC 1), 2=165(LC 1), 3=121(LC 3)
FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc puffins.
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=4.2psi; BCDL=3.Opsf; h=151t; Cat. 11; Exp C, Encl.,
GCpi=0.18; MWFRS (envelope) and C -C Corner(3) 0-4-0 to 6.4.0, Exterior(2) 6.4.0 to 6-11-4 zone; cantilever left and right exposed
end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown, Lumber DOL=1.60 plate gnp
DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 vide
will tit between the bottom chord and any other members.
4) Peter to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except QI=!b)
2=104.
Thomas A. Albani PE No.39360
MiTsk USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
0 WARNING. Verfly dedyn poemetere and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M67473 rev. 1011M1S BEFORE USE.
Design valid lot use only wllh MIlek®Connoctors. this design k basad orgy upon paamelen shown. and Is for an individual UAdbl0 componenl. not
a truss system. Before use. the biking designer must verify the appllcabillty, of design parameters and properly elcorporale this design Into the over.,,
building design .acing Indicated IS to prevent brcldbV of lrwrjlMt d truss web and/or chord members orgy. Additional lempor ry and pe malent bracing M iTek'
Is always iegrbed for stalAly and to lxevenl colknxe calm posse)le lersorlal lrtirey and proporiy damage. For general guldanco regarding the
Iablcatlon, slorago. delivery, eieclbn and bracing of Moses and thus systems. soeANSI/IPI 11Juatlty Criteria, OSS -89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Rate trntlhde. 218 N. Lee Shoat, Sidle 312. Alexandria. VA 22314. Tonga. FL 33610
Job Truss Truss Type Oly Ply WPOO97
in (loc) Well Ud PLATES GRIP
TCLL 20.0
6904 Parke East Blvd.
Plate Grip DOL
713026362
W POO97 HI Root Special Girder 1 1
Lumber DOL 1.25 BC 0.70 Verl(CT) 0.18 12.14 >999 180
Job Reference o Isonal
Builders FIrslSource, Tampa, Plant City, Florida 33566 6.130 S Sap lb Z017 MI I ex mausine5, Inc. I ffe Jan Z3 a/:ZZ:3Z Zmla Pager
ID:4xfZSyOSpnpciCOHML 1 Og 1 zP836-VXAbW 8RBdPXFy01 ukR7W sB?3P56ibrblX1T8PEzsYBb
1.0-0 4.3.11 7.0 0 12.8.0 18.4.0 20 4.0 25.4-0
1.0.0 4.3.11 2-8 5 + SB 0
I 58 0 I 2.0.0
I
50.0
4x6 =
5x8 = 5x6 =
Scale = 1:45.0
5,00112 4 16 17 Z. 18 19 6 402 = 1'„e II
2x4 II 3x8 = 30 =
2x4 II
6x8 = 20 II 3x4 =
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0
6904 Parke East Blvd.
Plate Grip DOL 1.25 TC 0.97 Veri(LL) 0.08 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Verl(CT) 0.18 12.14 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 11 n/a rUa
BCDL 10.0 Code FBC2017fTP12014 Matrix -SH Weight: 131 Ib FT = 20°b
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puffins,
BOT CHORD 20 SP No.2 except end verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
WEBS 1 Row at midpt 5-11
REACTIONS. (Ib/size) 9=-15310-8-0,2=111810-8-0,11=270810-8-0
Max Horz 2=103(LC 26)
Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11=-940(LC 5)
Max Grav 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2182!730, 3-4=-2027/706, 4-5=-1869/670, 5.6=-312/919, 6-7=-338/983
BOT CHORD 2-15=-682/1938, 14-15=-682/1938, 12.14=-518/1450, 11-12=-518/1450, 10.11=-788/274,
9-10=-785/275
WEBS 4-14=0/421, 5-14=-184/491, 5.12=0/501, 5-11=-2653/928, 6.11— 815/412, 7-9=-288/867
NOTES -
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope); cantilever telt and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b)
9=273,2=379,11=940,
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at
7.0.0, 105 lb down and 107 Ib up at 9.0-12, 105 Ib down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 12-8-0, 105 lb
down and 107 Ib up a1 14.3.4, and 105 lb down and 107 lb up at 16-3-4, and 200 Ib down and 202 Ib up at 18-4-0 on top chord,
and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 12-8-0, 81 Ib down at 14-3-4,
and 81 Ib down at 16-3-4, and 320 Ib down and 109 Ib up at 18-3.4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1.4=.54, 4-6=-54, 6-7=-54, 7-8=-54,2-9=-20
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6804 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING. Verify deVirn perairrorms and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI7473 rev. 70032015 BEFORE USE
Design vdid for use only with Milek®conneclas. lnls deslgnis basod only upon Ixllmnelers sMwn. 4x1 is for an k,4Mdual Ixffdbp componenl, nos
omoteis and Ineorpaale this deslgn into the overdlatrusssystem. Before rae, the bulldng deslgrwi must veilty the appllcdbaily of deslgn rxnil pr
b design. Baebtg irxneated Is to btiekting of IrxlNklud inns web and/or chard members only. AM1111ond temporary ax1 peimanrtnl braerng WOWkMdtngprevent
Is dwoys regi*ed for slotAlly and to Ixevent collq>se wllh possible personal "and property damage. For geneid gtldatee iegadng the
fdxtcoll m. storage, delivery, ereellon arxt lxacbtp of Intmes and miss sysierM seeANSI/TPI I CuaBty Crlterb, DSB-89 QW SCSI building Component 6904 Parke East Blvd.
Safety Informal) in avdlabie from lima Rale Insilkite, 218 N. toe Street, We 312. Aleirmli o. VA 22314. Tempo, FL 33610
Job Truss Truss Type Oty Ply WPOO97
a buss system. Before use. One btllaing designer must verity the a rTAlcobllly of deslgn paiamelers and psopeily I ncogosato thh doslgn Into the overall
Biafchng Indicated Is to rxrclding of IndivkhKl Iniss web and/or chard members only. Additional ternporary and r"manent bracing WOWbtBagngdesign. rxevent
Is always regaled for stability and to rrevenl collcrAo wllh IossMie ro'sQnall hlliay aid Ixoperty danago. For general guidance iegadling the
713026362
WPOO97 H1 Root Special Girder 1 1
Job Reference (optional)
bdullaer5 hirslJOurce, I ampa, mans V iry, t-ierlaa .73*bb 0. r JV b OUP r PCV r r rvn r nn nrauam.a, 11 W. 1.. V... CJ V / -- CV 1 p W. c
ID:4xiZSyOSpnperCOHML1Og1zP836-VXAbW8RBdPXFy01 ukR7WsB?3P56ibrWXITSPEzsY9b
LOAD CASE(S) Standard
Concentrated Loads (lb)
Ven: 4-153(F) 6=-1 53(F) 14=-320(F) 12=-58(F) 5=-105(F) 11=-320(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) 21=-58(F) 22=-58(F) 23=-58(F)
Q WARNING. Verily design pwamerere and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE M67473 rev. 109=015 BEFORE USE
Design valid for use only with Mllek® conneclors. lnls design Is bred only upon pxnameters "wn. and IS for M h dMdUal I)tdding component, not
a buss system. Before use. One btllaing designer must verity the a rTAlcobllly of deslgn paiamelers and psopeily I ncogosato thh doslgn Into the overall
Biafchng Indicated Is to rxrclding of IndivkhKl Iniss web and/or chard members only. Additional ternporary and r"manent bracing WOWbtBagngdesign. rxevent
Is always regaled for stability and to rrevenl collcrAo wllh IossMie ro'sQnall hlliay aid Ixoperty danago. For general guidance iegadling the
6904 Parke East Blvd. falxlcatlon. storage, delivery. erection and bracJng of busses oral Inns systems, sooANSIMI I Cuallty, Criteria, DSB49 and SCSI Building Component
Torrpe. FL 33610SafelyInformationavailablehomluraRaleInsli218N. leo Street, St4te 312. Alexandria, VA 22314.
Job Truss Truss Type 0Ply WPOO97
M iTek'
6904 Parke East Blvd
5
713026363
W POO97 HJ7 Diagonal Hip Girder 5 1
2x4 \\
Job Reference (optional)
Builders Fbst5oUrCe, Tampa, Plant Gtty, FIOnOa 33566 6.13u s bep 15 ZV I I MI I eK mousanes, mc. r ue dan zi vrzz:aa zvla rage n
ID.4xIZSyO5pnpciCOHML 1091 ZP836-zlkzlURgOif5aAc418e1POYNaUW?KOIRINDhygzsY9a
9.10.1
1-5.0
I 7.0.8
Scale = 1:20.6
LUMBER- BRACING -
TOP CHORD 20 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP N0.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical
Max Horz 2=131(LC 4)
Max Uplilt 4=•35(LC 22), 2=-145(LC 4), 5=-154(LC 8)
Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-593/161
BOT CHORD 2-7=-206/527, 6-7=-206/527
WEBS 3-7=0/359, 3-6=-696/272
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18, MW FRS (envelope); cantilever lett and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(S) 4 except 01=1b)
2=145,5=154.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at
1.4.15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4-2.15, 25 Ib down and 38 Ib up at 4-2.15, and 50 Ib down
and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib
down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7.0.14 on bottom chord. The design/selection
of such connection device(s) Is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead i Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 2-5=-20
Concentrated Loads Ob)
Verl: 3=-75(F=-38, B=-38) 7=46(F-18, B=-18) 8=44(F=22, B=22)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING - V6111y daslyn peramstsrs and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE CAGE M0.7173 rev. I0011Y1015 BEFORE VSE'
244 = 2x4 =
Design valid lot use ordy W tis MlleM connectors. This design It based only upon poameters shown. and Is for m Individual bddlng component not
o truss system. Below use, the building deslgnor must vo41y the apralicaba,ty, of design pryarneters and properly hicorporato this doslgn pilo the over,,
building design. Bracing Wicaled Is to buckling of IndNkhr, Inns web and/or chord members orgy. Addillor, temporary and permanent bating M iTek'
6904 Parke East Blvd
5
Tampa, FL 33610SoletyInformationavdlablefromTrussPlatehtt„hde. 218 N. lee Sheet. StAlo 312. Alexardrka. VA 22314.
2x4 \\
7.0-8 9.10-1
7.0-e 2-9-9
Plate Offsets (X.Y)-- f2:Edge.0-0.61
LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.43 Vert(LL) 0.05 2.7 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.11 2-7 999 180
BOLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a rVa
BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 39 Ib FT = 20"e
LUMBER- BRACING -
TOP CHORD 20 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP N0.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0.10.15, 5=400/Mechanical
Max Horz 2=131(LC 4)
Max Uplilt 4=•35(LC 22), 2=-145(LC 4), 5=-154(LC 8)
Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-593/161
BOT CHORD 2-7=-206/527, 6-7=-206/527
WEBS 3-7=0/359, 3-6=-696/272
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18, MW FRS (envelope); cantilever lett and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(S) 4 except 01=1b)
2=145,5=154.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at
1.4.15, 68 Ib down and 85 lb up at 1-4-15, 25 Ib down and 38 Ib up at 4-2.15, 25 Ib down and 38 Ib up at 4-2.15, and 50 Ib down
and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 Ib
down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib down at 7.0.14 on bottom chord. The design/selection
of such connection device(s) Is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead i Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 2-5=-20
Concentrated Loads Ob)
Verl: 3=-75(F=-38, B=-38) 7=46(F-18, B=-18) 8=44(F=22, B=22)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING - V6111y daslyn peramstsrs and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE CAGE M0.7173 rev. I0011Y1015 BEFORE VSE'
Design valid lot use ordy W tis MlleM connectors. This design It based only upon poameters shown. and Is for m Individual bddlng component not
o truss system. Below use, the building deslgnor must vo41y the apralicaba,ty, of design pryarneters and properly hicorporato this doslgn pilo the over,,
building design. Bracing Wicaled Is to buckling of IndNkhr, Inns web and/or chord members orgy. Addillor, temporary and permanent bating M iTek' prevent
Is always iequbed for slalAlty and to prevent collapse vAth possIlAo poison, b*sy and properly damage. for general gtldtnce regaidng the
6904 Parke East Blvdlalxkaalkxn. storage, delivery. erection and bracing of trusses and Inns systems seeANSIMI l Quality Criteria, DSB-89 and SCSI Building Component
Tampa, FL 33610SoletyInformationavdlablefromTrussPlatehtt„hde. 218 N. lee Sheet. StAlo 312. Alexardrka. VA 22314.
Job Truss Truss Type Ory PlyWPOO97
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) rVa n/a 999
713026364
W POO97 V3 Valley 1 1
BCLL 0.0 Rep Stress [net YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
IJobReference o lienal
Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 07:22:34 2018 Page 1
ID:4wZSyOSpnperCOHML1OglzPB36-RvlMwgSS90nyCJBGsr9__xc4chuyE3vha_lyFU6zsY9Z
3.2.8
3.2.8
Scale = 1:9.5
20 G 2x4 11
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) rVa n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress [net YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lTP12014 Matrix -P Weight: 10 Ib FT = 20°b
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=85/3.1.14, 3=85/3-1.14
Max Hort 1=43(LC 9)
Max Uplift 1=-23(LC 12), 3=-31 (LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 3-2.8 oc purlins,
except end verticals
Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat It; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 00% joint 3 = 04b
3) Gable requires continuous bottom chord bearing.
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 lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3.
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 6634
6804 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- Veft design parermbrs and READ NOTES ON THIS AND INCLUDED KI7EK REFERANCE PAGE W7473 rev. 1003/10/5 BEFORE USE.
Design vdkl loi use ordy wllh Mllek®conneclois. rtds deslan Is based only upon paamoters shovel. and Isla an indivldud binding component, not
o truss system. Before use. the building designer must vortty the apdica illy of design parameters and ixoperly Incorporote this design Into the overall
BrackV Indk;aled Is to buckling Indlvkluxi Inns web and/of chord Members orgy. AddItWO lempoiary and permarenl bra^Jng WOWbuBangdesign. prevent of
Is dwoys iect bed for stability and to Ixevent cotigbse with possible persona k*ry and property damage. ra genera gJda nce regardnp the
lalrkollorL storage. delivery, erection and bracing of trusses cnd miss systems. WOANSIMI I Quality Cdlarb, OSB -89 and SCSI aulldlng Component 6904 Parke East Blvd.
Safety Information avalkmle from lius Plate Instikio, 216 N. lee Sheet, Site 312. AlexaxMa. VA 22314. Tonga. FL 33610
Job Truss Truss Type Oty PlyWPOO97
Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL)
713026365
W POO97 V5 Valley 1 1
Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES
Job Reference (optional)
Builders FustSource, Tampa, Plant City, Florida 33566 6.130 S Sep 15 2017 MITex Industries, Inc. I ue Jan Z3 07:ZZ:34 ZUIa rage 1
I D:4xiZSyOSpnperCOHML 1 Og t z PB36-RvlMwgSS90nyCJ BGsr9_xc4 W 5uvd3vha_ 1 yF U6zsYOZ
5.2.8
5-2.8
20 II
20 20 II
Scale n 1.14.1
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n1a IVa 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We rVa
BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 17 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP N0.2 TOP CHORD
BOT CHORD 20 SP N0.2
WEBS 20 SP No.3 BOT CHORD
REACTIONS. (Ib/size) 1=159/5-1-14,3=159/5-1-14
Max Horz 1=81(LC 9)
Max Uplift 1= 44(LC 12), 3=-57(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-125/261
Structural wood sheathing directly applied or 5.2.8 oc puffins,
except end verticals.
Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15Th Cal. II; Exp C: Encl.,
GCpi=0.18, MW FRS (envelope) and C -C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed,C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0%
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
5) ' This miss 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 lit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3.
Thomas A. Albani PE No.39360
MiTsk USA, Inc. FL Cort 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 23,2018
Q WARNING- vertly design peremetma end READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE ND -7473 rev, 1110M1S BEFORE USE
Design vdId lot use only Wet Mnek® connectors. This design Is basod only upon porometers shown- and h top an bxaNdxfl Ixrading component. not
o buss system Below use. Iho btllldhg dosignet must verily tho a IcolAlty of design poianoters and p ioperly Incolxxale this design Into the ovepall
btidWQ design. Brochg Indicatod Is to buckling of etdlvIduol fruss web aril/or chord rnembets orgy. Addillon i lempopary and permanent braclrig MiTek' prevent
is alwoys rwgited lop stdtalty, and to Ixevont cottcppso wllh possUo personal "ond properfy damage. fop goneral gJalatce iegamng he
6904 Parke East Blvd. k"IcolkxL storago, deliveiy, erection and bracing of Innses and Inns systems. seeANSI/1PI I Quality Criteria, DSS -e9 and SCSI 9uadtng Component Torrga, FL 33610SafetyIrdormatlonavallWefromInnsRaleInsOhile, 218 N. tee Sheet, Stile 312- Alexandria. VA 22314.
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
3 Center plate on joint unless x, y
r - /4 indicated.
6 4'8 dimensions shown in ft -in -sixteenths
Drawings not to score)
Failure t0 Follow Could Cause Property
Damage or Personal Injuryoffsetsare
Dimensions ore in fl -in -sixteenths.
Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
TOP CHORDS diagonal or X-brocing. Is always required. See BCSI.
0/l r4
c1•2 c2-3 2. Truss bracing must be designed by on engineer. For
lateral braces themselves
d WEBS
wide truss spacing, individual
Tor Io o
c0 0
may require bracing, or atternative
bracing should be considered.
T U O 3. Never exceed the design loading shown andnever
inadequately braced trusses. a,°
p
C) stock materials on
0 a-
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
BOTTOM CHORDS
designer, erection supervisor, property owner and
all other interested parties. plates 0 -rad' from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1.
Connector plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
Plate location details available in MiTek 20/20
software or upon request.
NUMBERS/LETTERS. 8. Unless otherwise notetl, moisture content of lumber
shall not exceed 1996 of time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted. this design is not plicable for
PLATE SIZE
ICC -ES Reports:
use with fire retardant preservative treated. at green umber.
The first dimension is the plate 10. Comber is a non-structurol consideration and Is the
4 x 4 width measured perpendicular ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General proctice Is to
to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 comber for dead load deflection.
the length parallel to slots. 11. Plate type. sae, orientation and location dimensions
indicated ore minimum plating requirements.
LATERAL BRACING LOCATION 12. Lumber used sholl be of the species and sae, and
in on respects. equal to or better than that
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.
specified.
13. Top chords must be sheathed or purlins provided of
output. Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
14 Bottom chords require lateral bracing at 10 ft. spacing.
section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted.
BEARING established by others.
15. Connections not shown ore the responsibility of others.
Indicates location where bearings
supports) occur. Icons vory but 2012 MiTek® All Rights Reserved
16. Do not cut or alter truss member at plate without prior
approval of on engineer.
reaction section indicates joint
number where bearings occur. 17. Install and load vertically unless Indicated otherwise.
Min size shown is for crushing only. 1111111011111111M
18. Use of green or treated lumber may pose unacceptable
environmental health or performance risks. Consult with
project engineer before use.
Industry Standards:
ANSI/TPI1: Notional 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
is not sufficient.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Crlerlo.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MITek Engineering Reference Sheet: Mil -7473 rev. 10/03/2015
44-8-0
L 22-8-0 22-0-0 1
19-4-0 1, 7-4-0 18-0-0
44-8-0
s
s
9
DEARWG HEIGHT 5GHEDULE
NOTES:
L) REFER TO IOD 91(RECO ACNDAT10FA FOR
HANOLN6 INSTALLATION AND TEMPORARY ORA(N6)
REFER TO EN6NEEREO ORAWIN65 FOR PERMANENT
DRACD46 REAARED.
2) /VALLEY FRAE'yMM) AI I DE
CaftEI
TELY
DECKED OR REFER TO DETAIL VI05 FOR
ALTERNATE 6RACN6 REAAREMENT5.
5) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED DY WIDER
4.) ALL TWjES ARE 0ESI6NEO FOR 7 ox.
MAW" 5PAQN6, UFLESS OTHER115E NOTED.
5) ALL WALLS SHOWN ON PLACEMENT
PLAN ARE CONSIDERED TO DE LOAD
OEARN6, UNLESS OTHERWISE NOTED.
6) SY42 TM%E'7 LW75T DE INSTALLED
WITH THE TOP OEM UP
7) ALL ROOF TRI)% HAKER5 TO DE 5UIPSON
HTU26 UFLESS OTHERWISE NOTED ALL
FLOOR TW%MAKER5 TO DE 5WffSON
THA422 UNLES5 OTHERWISE NOTED.
6.) DEAMMEADER/LINTEL (IDR) TO OE
FLO NI5HED DY DUfIDE
51-10P DRAWING APPROVAL
1I95 LAYOUT IS TIF 50.E SOM FOR FADRICATION OF
ICHAS AND VOIDS ALL PREVIOUS ARTNTECTURAL OR OTHER
TRU55 LAYOWS REVIEW ANP APPROVAL OF TNS LAYOUT MAT
6E RECEIVED MORE ANY fRUhES WILL DE RU VERIFY ALL
CON>1I'M TO RAW MAXI GIMrtS THAT WILL RESLLf
W EXTRA CMME5 TO YOU
q-ui hlra7 em:
oar
Buildersk
A FirstSource
Orlando
PHONE: 407-051-2100 FAX- 407.651.7111
Plant G(ty
PHONE: 613-759-5951 FAX 013-752.1532
L ER
Ashton Woods
1981 Ophelia T
UW W1N155 IISIOX
WP0097 IInITCL
000
e
11, WAM (WAF
1rmAom
19-4-0 1, 7-4-0 18-0-0
44-8-0
s
s
9
DEARWG HEIGHT 5GHEDULE
NOTES:
L) REFER TO IOD 91(RECO ACNDAT10FA FOR
HANOLN6 INSTALLATION AND TEMPORARY ORA(N6)
REFER TO EN6NEEREO ORAWIN65 FOR PERMANENT
DRACD46 REAARED.
2) /VALLEY FRAE'yMM) AI I DE
CaftEI
TELY
DECKED OR REFER TO DETAIL VI05 FOR
ALTERNATE 6RACN6 REAAREMENT5.
5) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED DY WIDER
4.) ALL TWjES ARE 0ESI6NEO FOR 7 ox.
MAW" 5PAQN6, UFLESS OTHER115E NOTED.
5) ALL WALLS SHOWN ON PLACEMENT
PLAN ARE CONSIDERED TO DE LOAD
OEARN6, UNLESS OTHERWISE NOTED.
6) SY42 TM%E'7 LW75T DE INSTALLED
WITH THE TOP OEM UP
7) ALL ROOF TRI)% HAKER5 TO DE 5UIPSON
HTU26 UFLESS OTHERWISE NOTED ALL
FLOOR TW%MAKER5 TO DE 5WffSON
THA422 UNLES5 OTHERWISE NOTED.
6.) DEAMMEADER/LINTEL (IDR) TO OE
FLO NI5HED DY DUfIDE
51-10P DRAWING APPROVAL
1I95 LAYOUT IS TIF 50.E SOM FOR FADRICATION OF
ICHAS AND VOIDS ALL PREVIOUS ARTNTECTURAL OR OTHER
TRU55 LAYOWS REVIEW ANP APPROVAL OF TNS LAYOUT MAT
6E RECEIVED MORE ANY fRUhES WILL DE RU VERIFY ALL
CON>1I'M TO RAW MAXI GIMrtS THAT WILL RESLLf
W EXTRA CMME5 TO YOU
q-ui hlra7 em:
oar
Buildersk
A FirstSource
Orlando
PHONE: 407-051-2100 FAX- 407.651.7111
Plant G(ty
PHONE: 613-759-5951 FAX 013-752.1532
L ER
Ashton Woods
1981 Ophelia T
UW W1N155 IISIOX
WP0097 IInITCL
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # #
1
Project Location Address
r)
gyG
rORD
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging THERMA TRU FIBER CLASSIC
Sliding I WINDOWS & DOORS 420 FL15332-R4
Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12
Roll U
Automatic
Other
2. Windows
Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
includin decimal
3. Panel Walls
Siding
Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12
Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10
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 CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS 5 0
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
1/2/2018 Florida Building Code Online
Nil
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Product Approval
IUSER: Public User
Product Approval Menu > Product or Application Search > Apolication List > Application Detail
FL # FL15036-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 7
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, 01-143517
419) 298-1740
rickw@rwbldgconsu lta nts. co m
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
j Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
TAS 202 1994
Florida Licensed Professional Engineer or Architect
FL15036 R2 Eauiv (b) Eouivalencv of Standards.Ddf
https:/twww.floridabuilding.org/pr/pr app_dtl.aspx 1/3
1/2/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/16/2017
10/16/2017
10/19/2017
12/12/2017
FL # Model, Number or Name
15036.1 a. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.1 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.2 1 b. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.2 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.3 1 c. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.3 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.4 1 d. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.4 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.5 1 e. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.5 for Design Pressure Ratings, any
15036.6 1 f. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.6 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
Description
68 "Non -Impact" Opaque Single Fiberglass Door - Outswing /
Inswing (X) Configuration
Installation Instructions
FL15036 R2 II (a) Inst 15036.1.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15036 R2 AE (a) Eval 15036.1.odf
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration:
Installation Instructions
FL15036 R2 II (a) Inst 15036.2.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLIS036 R2 AE (a) Eval 15036.2.odf
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelites - Outswing / Inswing (OXO) Configuration
Installation Instructions
FL15036 R2 II (a) Inst 15036.3.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15036 R2 AE (a) Eval 15036.3.odf
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing /
Inswing (XX) Configuration
Installation Instructions
FLIS036 R2 II (a) Inst 15036.4.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15036 R2 AE (a) Eval 15036.4.odf
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non -
Impact" Sidelites - Outswing / Inswing (OXXO) Configuration
Installation Instructions
FL15036 R2 II (a) Inst 15036.5.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing /
Inswing (X) Configuration
Installation Instructions
50}6 2 1 i Inst 1 Q3 i.6.Ddf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15036 R2 AE1a) vai 15036 - p
Created by Independent Third Party: Yes
1/2/2618
r.
i"
15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration:
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OXO) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eva[ 15036.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036.9 L ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing /
Inswing (XX) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non -
Impact" Sidelites - Outswing / Inswing (OXXO) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15036 R2 II fa) Inst 15036.10.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds
if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen:
under Chapter 455, F.S., please click here .
Product Approval Accepts:
dtia.*tet' a I F=111
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_otl.aspx 3/3
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9191
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118Industrial Dr. Fiberglass Door
Doors
Assemblies Edgerton, OH 43517 Inswing / Outswing
Phone 419.298.1740 Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P. E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15036.6 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL -15036.6 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336-A,B,C
STTS00001
15427-107362
ATI 67508.01-106-18
ETC -01-741-10705.0
ETC -01-741-10593.0
TEL -06-1031-3
2. Drawing No.
No. FL 15036.6
3. Calculations
Anchoring
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM G26-95
ASTM E84 -00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory Sinned by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,lnc.
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W. Haney, P.E.
Joseph L. Dolden, P.E.
Wendell W. Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
ttrt>Itt ttet Sinned & Sealed by
SCi-A4 Lyndon F. Schmidt, P.E.
v;G E N SF•. .
No 43409 ••
A•• STATE OF
AI
Lyndon F. Schmidt, P.E.
FL PE No. 43409
10/16/2017
JVVR.7
sic -Craft.
FIBERGLASS DOOR
INSWING / OUTS WING
NON -IMPACT"
nd is in compliance with the 6th Edition (2017) Florida Building Code
ing the "High Velocity Hurricane Zone' (HVHZ).
nd spaced as shown on details. Anchor embedment to base material
cco.
t is required to be protected with an impact resistant covering that
BC.
WHE' requiring wind bome debris protection this product is required to
int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
ichoring of these units shall be the some as that shown for 2x buck
e details of this drawing require further engineering analysis by a
hitect.
tal sill item #39 under active doors meet water infiltration requirements
g configurations using sill items #31 & #33 under the active door do not
lents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in
e locations protected by an overhang or canopy such that the angle
verhang to sill is less than 45 degrees.
TABLE OF CONTENTS
n pressures & general notes
q7 4' MAX
SWING. . .
OVERALL WIDTH
PRESSURE;.(PSf)
0z
Z=
O
F _
3
W
I W
I
ad
J
U_
QJ
w W
W
o
Q °. O
a a
SWING. . .
ERA.L.L:;:-:::::DESIGN: PRESSURE;.(PSf)
EXTERIOR Z!
4.11"
AT T-
rLL
29 42 TOP RAIL U1tCH STllf
1.49"
V
T
Clt
SG >= 0.67) T
LYJ
EXTERIOR INTI
ft fij ftall —
0.1s,
CSINK
L (TYP.)
20
8
7
21
3
17
INTERIOR
EXTERIOR
2I 40
4 A 4 A 4
3
3
8
7
INTERIOR
40
EXTERIOR UU
9 10
3 HORIZONTAL CROSS SECTION
Shown w/1X sub -buck
INTERIOR
EXTERIOF
E
I—
0
o
Z a:
8
INTERIOR
OSS SECTION
i - inswing
INTERIOR
EXTERIOR
VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for "HVHT' Water infiltration
requirements
INTERIOR
EXTERIOR
Shown w/1X sub -buck
EXTERIOR
INTERIOR
INTERIOR
p•
n
p
O
p
p
to
ao
zv
T
STRIKE JAMB
MASONRY
OPENING
FRAME
2X BUCK
ih
10
3
UiN
MASONR
3
OPENIN(
N
2X BUCK
to
UiN
1
FRAME ANCHORING HINGE JAMB
Masonry 2X buck construction
for DP <= 48 PSF
comers may be adjusted to maintain the min.
os "MAX. ON CENTER" must be adjusted to
o mortar joints, additional concrete anchors
V. ON CENTER" dimension are not exceeded.
M.::... IN:: LEAR'CLEARANCEC... ..... :M:.
TOWAS.ONRY.... TO:ADJAC-EN
MENT: :::..............
T.-
BUCK ANCHORING
For DP > 48 PSF and
DP<=75 PSF
F 4"
Ui 0 2X BUCK _ F
I
FRAME ANCHORING
Masonry 2X buck constrt
for DP > 48 PSF and
DP <= 75PSF
L
MASONRY TYP. HEAD
OPENING JAMBS
FRAME
U
Ui 0 2X BUCK _ F
I
FRAME ANCHORING
Masonry 2X buck constrt
for DP > 48 PSF and
DP <= 75PSF
FRAME ANCHORING
Masonry I X buck construction
For DP <= 48 PSF
rs may be adjusted to maintain the min.
V. ON CENTER" must be adjusted to
for joints, additional concrete anchors
4 CENTER" dimension are not exceeded.
TO: MASONRY 'T
ANCHOR
HINGE JAMB
MASONRY
OPENING
FRAME
1X BUCK
FRAME ANCHORING
Masonry I X buck construction
For DP > 48 PSF and
rto <= 75 Dec
to
7
TYP. HEAD
JAMBS
K
F
TYP.
SILL
FRAME ANCHORING
Masonry I X buck construction
For DP <= 48 PSF
rs may be adjusted to maintain the min.
V. ON CENTER" must be adjusted to
for joints, additional concrete anchors
4 CENTER" dimension are not exceeded.
TO: MASONRY 'T
ANCHOR
HINGE JAMB
MASONRY
OPENING
FRAME
1X BUCK
FRAME ANCHORING
Masonry I X buck construction
For DP > 48 PSF and
rto <= 75 Dec
to
7
4.56'
En
N
fo
o
8() HEAD & SID EE
Jamb
ih
2.20"
re
4.63"
0
3
BUMP FACE THRESHOLD LOW PROFILE
5.75"
33
SELF ADJUSTING SADDLE THREHOLD
r
L
N
O
WOOD
WOOD
WOOD
CRETE SCREW STEEL
ONCRETE CONFORMING TO ACI
NFORMING TO ASTM C90
CONCRETE
SCREW STEEL
RETE SCREW STEEL
ETE SCREW STEEL
ZETE SCREW STEEL
ZETE SCREW STEEL
STEEL
W 1.15' MIN. EMBEDMENT STEEL
N WEATHER-STRIP FOAM
N WEATHER-STRIP FOAM
STEEL
W (HINGE TO FRAME) STEEL
NATURE SERIES STEEL
0.42 WOOD
WOOD
PURE SERIES 780 STEEL
STEEL
STEEL
N PROFILE ALUM. / WOOD
PVC
kDDLE THRESHOLD ALUM.COMP.
LD ALUM.
DOOR PANEL DETAIL SHEET FOR DETAILS
FIBERGLASS BY THERMA-TRU
N.) = 6,000 PSI
FIBERGLASS
COMP.
WOOD
WOOD
COMP.
lbs. DENSITY) POLYURETHANE
4.56'
En
N
fo
o
8() HEAD & SID EE
Jamb
ih
2.20"
re
4.63"
0
3
BUMP FACE THRESHOLD LOW PROFILE
5.75"
33
SELF ADJUSTING SADDLE THREHOLD
r
L
N
O
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Supporting Documents:
15427-107362
1. Test Report No.
Category Sub Category Manufacturer Product Name
ASTM D2843-99
TEL 01460339-A,B,C
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite
Doors
Assemblies Edgerton, OH 43517 Inswing I Outswing
Anchoring RW Building Consultants, Inc. (CA #9813)
Phone 419.298.1740 Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15036.7 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration
requirements for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL -15036.7 for size and design pressure limitations.
Supporting Documents:
15427-107362
1. Test Report No. Test Standard
TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03
TAS 202-94
ASTM D2843-99
TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03
TAS 202-94
ASTM D2843-99
STTS00001 ASTM G26-95
15427-107362 ASTM E84 -00a
ATI 67508.01-106-18 ASTM D1929-96
ETC -01-741-10705.0 TAS 202-94
ETC -01-741-10593.0 TAS 202-94
TEL -06-1031-3 TAS 202-94
TEL 06-1031-4 TAS 202-94
2. Drawing No. Prepared by
No. FL 15036.7 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA #9813)
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53. Sheet 1 of 1
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing Lon Hicks, VP Operations
Omega Point Laboratories William E. Fitch, P.E.
Architectural Testing, Inc. Joseph A. Reed, P.E.
ETC Laboratories Wendell W. Haney, P.E.
ETC Laboratories Joseph L. Dolden, P.E.
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Signed & Sealed by
F- SCS 1:y;%,'
e
P.E.
v,
G t Al C -'.
Signed & Sealed by
oiLyndon F. Schmidt, P.E.
2 No 43409
X
13 :- STATE OF : 4 oto .
Oht A-
LyndonLyndon F. Schmidt, P.E.
FL PE No. 43409
10/16/2017
VVVRJ
zssic-Craft.
RGLASS DOOR W/ SIDELITE
INSWING / OUTSWING
NON -IMPACT"
ind is in compliance with the 6th Edition (2017) Florida Building Code
ling the "High Velocity Hurricane Zone" (HVHZ).
ind spaced as shown on details. Anchor embedment to base material
Icco.
ct is required to be protected with an impact resistant covering that
BC.
HVHZ" requiring wind bome debris protection this product is required to
ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
ichoring of these units shall be the some as that shown for 2x buck
ie details of this drawing require further engineering analysis by a
bitect.
tal sill item #39 under active doors and all sills used under sidelites meet
iVHT'.
g configurations using sill items #31 & #33 under the active door do not
encs for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in
e locations protected by an overhang or canopy such that the angle
verhang to sill is less than 45 degrees.
53.13" MAX. OVERALL WIDTH
6?
ZZ
3 h
z
o
lJJ
wx =
W
W
U- <
JLL
J J
aeWUi
o
i
O
o
a a
IL --J
LAIlZr%lV-,M%
4.11
42 TOP RAIL 43
LATCH STILE
1.49"
3(Y'
SG >= 0.67) a
4
EXTERIOR 11
5" GLASS
BITE
23
25
EXTERIOR /7--
INTERIOR
25
tG >= 0.42)
e frame screws) is
SEE NOTE 1
22
25
24
29
SGLAZING DETAIL
5 insulated glass w/
smc lite frame
INTERIOR
1/2" MIN.
GLASS THK.
EXTERIOR
TEMPERED
GLASS
FAIR SPACE
1/8„
TEMPERED
INTERIORGLASS
ecc
G 1 GLAZING DETAIL
5 insulated glass w/
pvc rite frame
MIN.
kSS THK.
1/8"
TEMPERED
GLASS
AIR SPACE
1/8"
TEMPERED
GLASS
EXTERIOR I
14 50 20
INTERIOR
J
40 7
INTERIOR
CSINK
TYP.) EXTERIOR
10
WN
E
MONTAL CROSS SECTION 1' 5 HORIZONTAL CROSS SEC
ng shown - inswing Shown w/1 X sub -buck
6 A 6 A 6
NOTE:
MS, 1. The sidelite is direct set into the
SINK jamb with (12) item #M (#8 X 2
TYP.) PFH wood screw). There are (4
at each vertical jamb from the
top down at 13.5", 31", 48.5" &
66".
8
7
40
SEE NO!
5 5 5
EXTERIOR
INTERIOR
EXTERIOR
63 19 4,zQ:
INTERIOR
U —
60
61
SS SECTION
nswing
INTERIOR
L
EXTERIOR
4-'\ VERTICAL CROSS SECTION
JInswing configuration
see general notes, sheet 1 z a
for "HVHT' Water infiltrotion
requirements m
LU
Shown w/iX sub -buck
EXTERIOR
62) -
EXTERIOR
INTERIOR
7 8 r
O
O
o
n
0
Q
63 19 4,zQ:
INTERIOR
U —
60
61
SS SECTION
nswing
INTERIOR
L
EXTERIOR
4-'\ VERTICAL CROSS SECTION
JInswing configuration
see general notes, sheet 1 z a
for "HVHT' Water infiltrotion
requirements m
LU
Shown w/iX sub -buck
EXTERIOR
62) -
EXTERIOR
INTERIOR
7 8 r
O
O
o
n
0
17
Z a
W
19
N
SEE NOTE 1
U _
EXTERIOR
ICAL CROSS SECTION
ing shown - inswing
pproved
EXTERIOR
EXTERIOR(
M-
EXTERIOR
NOTE 1 M
INTERIOR
A
11
50 M 19
SEE NOTE 1
INTERIOR EXTERIOR
VERTICAL CROSS SECTION
Shown w/1 X sub -buck
O
NOTE:
1. Anchors ass'y thn
sill at 4" in from et
INTERIOR EXTERIOR
5 VERTICAL CROSS SECTION
6 Outswing configuration
o
O
J
INTERIOR
A
11
50 M 19
SEE NOTE 1
INTERIOR EXTERIOR
VERTICAL CROSS SECTION
Shown w/1 X sub -buck
O
NOTE:
1. Anchors ass'y thn
sill at 4" in from et
INTERIOR EXTERIOR
5 VERTICAL CROSS SECTION
6 Outswing configuration
AULLION
OWN FOR
FERENCE
ONLY
PORING
hers may be adjusted to maintain the min.
MAX. ON CENTER" must be adjusted to
ortor joints, additional concrete anchors
ON CENTER" dimension are not exceeded.
SEE DETAIL 1
10
L
zo
f TYP. HEAD — MASONR
JAMBSOPENINC
M TYP.
E
Z
FRAN
SCK I F—
v O 2X Bl
hers may be adjusted to maintain the min.
MAX. ON CENTER" must be adjusted to
ortor joints, additional concrete anchors
ON CENTER" dimension are not exceeded.
SEE DETAIL 1
10
L
zo
f TYP. HEAD —
JAMBS
M TYP.
E
Z
SCK I F—
N SILL
SEE DETAIL 2
STRIKE JAMB FRAME ANCHORING
Masonry 2X buck construction
28
MIN:: CLEAR.A;NC:MIN:. CLEARANCE
TO-'MA:SONRY . ::TO ADJACENT;:::
ANCHOR.'-:--.':". C27
2" 4"
M OUTSWING
L INSWING
M OUTSWIN
L INSWING
1" 1 4" 1 LATCH & DEADBOLT DETAIL
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
I
n
041
HINGE JAMB
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Inswing)
K
10
SEE DETAIL 1
a
J
TYP. HEAD &
MASONRY JAMBS
OPENING
I I IIS `M) TYP.
FRAME
1 X BUCK
i
N
Eq
N
N
I;ii:Lei#LT11P_
INSWING
M OUTSWING
0
INSWING
LATCH & DEADBOLT DETAIL
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
HINGE DETAIL
Attar
strike
as sh
n
I
N
XF
Q
a SEE DETAIL 2
a
FRAME ANCHORING
Masonry 1 X buck construction
maybe adjusted to maintain the min.
ON CENTER" must be adjusted to
it joints, additional concrete anchors
CENTER" dimension ore not exceeded.
MIN:..CLEARANCE •. MIN;.`CLEARANCE:
TO'MASONRY'::: TO ADJACENT..,
i
N
Eq
N
N
I;ii:Lei#LT11P_
INSWING
M OUTSWING
0
INSWING
LATCH & DEADBOLT DETAIL
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
HINGE DETAIL
Attar
strike
as sh
n
C*i
N
O
2.17' --{
ib OUTSWING SIDELITE
Spacer
2.14"
l
1.69" -- j-1
L
Cito
5.15'
WUUD 24 1/4"INItRUPI SPAUR SIELL
WOOD 25 SILICONE CAULK SILICONE
ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC
CRETE CONFORMING TO ACI
ARMING TO ASTM C90
CONCRETE 27
28
LATCH STRIKE PLATE
DEADBOLT PLATE
STEEL
STEEL
REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL
SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD
SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
E SCREW
STEEL
STEEL
41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA TRU
WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
FIBERGLASS
VEATHER-STRIP FOAM 42 TOP RAIL COMP.
EATHER-STRIP FOAM 43 LATCH STILE WOOD
STEEL 44 HINGE STILE WOOD
HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP.
GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE
L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
PVC 51 SIDELITE TOP & BOTTOM RAIL COMP.
PVC 52 SIDELITE STILE WOOD
ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL
STEEL 61 IVES SURFACE BOLT #454 8.91. X.25" THK. STEEL STEEL
2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL
WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
E SERIES (780) STEEL 64 10 X 2-1/2"PFH SCREW STEEL
PE 65 3/16!'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL
I
66
67
3116'X 2-3/4" PFH ITW CONCRETE SCREW
3116'X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
STEEL777d
C*i
N
O
2.17' --{
ib OUTSWING SIDELITE
Spacer
2.14"
l
1.69" -- j-1
L
Cito
5.15'
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valneo. FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Cenificate of Authorization No. 9813
Product
Test Standard Testing Laboratory Signed by
TEL 01460336-A,B,C
Category Sub Category Manufacturer Product Name
TEL 01460339-A,B,C
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites
Doors
Assemblies Edgerton, OH 43517 Inswing / Outswing
Omega Point Laboratories William E. Filch, P.E.
ATI 67508.01-106-18
Phone 419.298.1740 Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration
requirements for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL -15036.8 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
ASTM D2843-99
TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
ASTM D2843-99
STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations
15427-107362 ASTM E84 -00a Omega Point Laboratories William E. Filch, P.E.
ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E.
ETC -01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
ETC -01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E.
TEL -06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TEL 06-10314 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
2. Drawing No. Prepared by Signed & Sealed by
No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) tt: b+y=Ci Lyndon F. Schmidt, P.E.
3. Calculations Prepared by oti•
A ?``•l Igo
C •...... l
I
Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) as` '.•'G F_ N 3 j:•.• j;tyndon F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 0,0G1-
e- ND 43409 o
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Managemet;
Institute, certifying that Therma Tru Corporation is manufacturing products 0
within a quality assurance program that complies with ISO/IEC 17020 and ST. --'J OF , Lyndon F. Schmidt, P.E.
Guide 53. n t, \
U` FLPENo. 43409
i rj •:• t-\
10/16/2017
Sheet 1 of 1 Q ;., o
y +
tso
No NMF vINv
3sic-Craft.
GLASS DOOR W/ SIDELITES
NSWING / OUTSWING
NON-IMPAcr,
nd is in compliance with the 6th Edition (2017) Florida Building Code
ling the "High Velocity Hurricane Zone' (HVHZ).
nd spaced as shown on details. Anchor embedment to base material
icco.
ct is required to be protected with an impact resistant covering that
BC.
HVHZ'requiring wind borne debris protection this product is required to
mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
ichoring of these units shall be the same as that shown for 2x buck
e details of this drawing require further engineering analysis by a
hitect.
tal sill item #39 under active doors and all sills used under sidelites meet
iVHZ".
g configurations using sill items #31 & #33 under the active door do not
gents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in
e locations protected by an overhang or canopy such that the angle
erhong to sill is less than 45 degrees.
TABLE OF CONTENTS
n pressures & general notes
31azinq detail
68.5' MAX. OVERALL WIDTH
DESIGN:PRESSURE--:(P..S.
SWING.... WITH SURF)
Z
Z
z
3
z
0
WUi
LUS =
W
DIMENSION ;':.• B..:::. r..BOLT.::
pnc rniF.;...:::r F e:rrvc:::.::::cnc r v
NJ
LU_ od
J U_
J J
W ad
Ui0
E)
b
CO
a
DESIGN:PRESSURE--:(P..S.
SWING.... WITH SURF)
DIMENSION ;':.• B..:::. r..BOLT.::
pnc rniF.;...:::r F e:rrvc:::.::::cnc r v
4.11
zo
2
42 TOP RAIL 49 LATCH STILE
1.49"
39'
97.
G >= 0.67)
Clt
L n T -
HINGE STILE BOTTOM RAIL
44
EXTERIOR INTEI
i
5" GLASS
BITE
23
EXTERIOR 25z-,->
INTERIOR
25
SG >= 0.42)
e frame screws) is
J.... 1 C" ..»IM
SEE NOTE 1
22'
211
24
29
G
GLAZING DETAIL
5 insulated glass w/
smc lite frame
INTERIOR
S' GLASS
BITE
1/2" MIN. 26
GLASS THK. 25
EXTERIOR
TEMPERED
GLASS
AIR SPACE
1/8„
TEMPERED
INTERIORGLASS
25
1.08" I
o
ffTIT
1.53'--I
0-10%rewr+0%e a eru
24
18
G
GLAZING DETAIL
5 insulated glass w/
pvc lite frame
1/2" MIN.
GLASS THK.
X1/8"
TEMPERED
GLASS
AIR SPACF
1/8„
TEMPERED
GLASS
EXTERIOR INTI
14) 4
11 7
L
20
o.ts°
CSINK
TYP•)
INTERIOR
EXTERIOR
lZONTAL CROSS SECTION
Wring shown - inswing
approved
15' 0.15,
INK CSINK
P.) (TYP.)
3
8
INTERIOR 40
lnM SEE NOTE 1
M ) (SO
1 EXTERIOR (1_n r I 12
SEE NOTI
INTERIOR S
EXTERIOR
JI I 6 HORIZONTAL CROSS SECTION
4 Shown w/1X sub -buck
NOTE:
1. The sidelite is direct set into the jamb
with (12) item #M (#8 X 2" PFH wood
screw). There are (4) at each vertical
jamb from the top down at 13.5', 31",
48.5' & 66'.
i
KTERIOR
JTERIOR (in) ' 1 (12) T
v
v V
see general notes, sheet t z a
o
requirements m
w
o
D •
e o
w
o
o o
Z
INTERIOR
QU
Wfi60
61
SS SECTION
inswing
INTERIOR
L
EXTERIOR
4 VERTICAL CROSS SECTION
S Inswing configuration
see general notes, sheet t z a
for "HVHT' Water infiltration
requirements m
w
EXTERIOR
CROSS SECTION
EXTERIOR
6n -
INTERIOR
7 S
D •
e o
w
n
O O O O
za
19
M U'za
SEE NOTE 1
oV
EXTERIOR EXTERIOR
ICAL CROSS SECTION SEE NOTE 1 a
ting shown - inswing
pproved
16
z a
i
m
W
EXTERIOR
50
z d
oV
f
N
W
o
d
e
e
e
O
e
d
O
O. .
w 4 O
J
z
A C
11
50 M 19
SEE NOTE 1
INTERIOR EXTERIOR
INTERIOR 2 VERTICAL CROSS SECTION
50 6 Shown w/1 X sub -buck
39
1 NOTE:
1. Anchors ass'y thn
sill at 4" in from e.
EfC
INTERIOR EXTERIOR
D
D 50
5 VERTICAL CROSS SECTION
6 Outswing configuration _ SEE NOTE 1
MASONRY
OPENING
C;
10
FRAME
0 2X BUCK
SEE DETAIL I
TYP. HEAD &
JAMBS
II IIPN['
M ) TYP.
F TYP.
SILL
SEE DETAIL 2
ANCHORING STRIKE JAMB FRAME ANCHORING
Masonry 2X buck construction
ers may be adjusted to maintain the min.
1AX ON CENTER" must be adjusted to
vtor joints, additional concrete anchors
N CENTER" dimension are not exceeded.
MIN:. -:CLEARANCE:,: -MIN;*-CLEARANCE
t..:.'.':"'.TO'.'MA'SONRY...-.'- :---`T0.'ADJACENT--,
2"
Nv
in 4"
28
27
OUTSWIN,
L INSWING
JH OUTSWIN
L INSWING
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
04
J
HINGE JAMB
I U4 I
DETAIL I
Attach surface bolt 12
strike plate to frame
as shown (Inswing)
10
64
IUMP n
SON'
ENIN
FRAN
IX
SEE DETAIL 2
FRAME ANCHORING
Masonry 1 X buck construction
n may be adjusted to maintain the min.
4X. ON CENTER" must be adjusted to
tar joints, additional concrete anchors
J CENTER" dimension are not exceeded.
MIN.`CCEARANCE:` 'MIN: CLEARANCE.
TO -MASONRY::.::.:. " "40"A:DJACENL
EDGE.".
HINGE JAMB
INSWING
0 M OUTSWING
2'
INSWING
LATCH a DEADBOLT DETAIL
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
UNGE"DUAIL
Attac
strike ;
as sh.
to
SEE DETAIL 1
a.
TYP. HEAD &
JAMBS
tY
J
M TYP.
X p:
i L
E
O
SUCK
F TYP.
SILL
N
I i 11 1
SEE DETAIL 2
FRAME ANCHORING
Masonry 1 X buck construction
n may be adjusted to maintain the min.
4X. ON CENTER" must be adjusted to
tar joints, additional concrete anchors
J CENTER" dimension are not exceeded.
MIN.`CCEARANCE:` 'MIN: CLEARANCE.
TO -MASONRY::.::.:. " "40"A:DJACENL
EDGE.".
HINGE JAMB
INSWING
0 M OUTSWING
2'
INSWING
LATCH a DEADBOLT DETAIL
DETAIL I
Attach surface bolt
strike plate to frame
as shown (Outswing)
UNGE"DUAIL
Attac
strike ;
as sh.
to
2.12" --{
OUTSWING SIDELITE
6" 2.59" 16 Spacer
1.68" — @., 2.1 S'
2.14" `^' 1.68" --i
1.69" --I
N 11 owO
I "ff .. IF` Mmm\
SALMP FACE THRES
5.15'
rrvvv 44 I 1/4 1141F-W—cri arn..Ln JICCL
WOOD 25 SILICONE CAULK SILICONE
ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC
CRETE CONFORMING TO ACI
ORMING TO ASTM C90
CONCRETE 27
28
LATCH STRIKE PLATE
DEADBOLT PLATE
STEEL
STEEL
REW STEEL 29 8-10 X 1-1 /2'PLASCREW STEEL
E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD
E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
E SCREW
HEATHER -STRIP
STEEL
FOAM 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU
WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
FIBERGLASS
VEATHER-STRIP FOAM 42 TOP RAIL COMP.
STEEL 43 LATCH STILE WOOD
STEEL 44 HINGE STILE WOOD
IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP.
q STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE
IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
PVC 51 SIDELITE TOP & BOTTOM RAIL COMP.
PVC 52 SIDELITE STILE WOOD
ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL
STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL
2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-314'L. STEEL
WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
E SERIES (780) STEEL 64 10 X 2-1/7' PFH SCREW STEEL
PE 65 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL
1
66
67
3116'X 2-3/4" PFH ITW CONCRETE SCREW
3/16" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
STEEL
to
2.12" --{
OUTSWING SIDELITE
6" 2.59" 16 Spacer
1.68" — @., 2.1 S'
2.14" `^' 1.68" --i
1.69" --I
N 11 owO
I "ff .. IF` Mmm\
SALMP FACE THRES
5.15'
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Cenificate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Dr. Fiberglass Double Door
Doors
Assemblies Edgerton, OH 43517 Inswing I Outswing
Phone 419.298.1740 Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL -15036.9 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL -15036.9 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336-A,B,C
STTS00001
15427-107362
ATI 67508.01-106-18
ETC -01-741-10705.0
ETC -01-741-10593.0
TEL -06-1031-3
2. Drawing No.
No. FL 15036.9
3. Calculations
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM G26-95
ASTM E84 -00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,lnc.
Anchoring RW Building Consultants, Inc. (CA #9813),
evta2Fo'
rpasPs
4. Quality Assurance v° :,.-•• •:' j+°is
Certificate of Participation issued by National Accreditation and
o
v` ;.ZG c f: ,c;.•- °tea
Management Institute, certifying that Therma Tru Corporation is L I,, E ;, ,. i;9 •'
manufacturing products within a quality assurance program that complies;
with ISO/IEC 17020 and Guide 53. •.
OF
Sheet 1 of 1 ' <,t • :
In
i?c j!VG't SOFA
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W. Haney, P.E.
Joseph L. Dolden, P.E.
Wendell W. Haney, P.E.
Sianed & Sealed by
Lyndon F. Schmidt, P.E.
Sianed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
1 011 6/201 7
ssic-Craft
ERGLASS DOUBLE DOOR
INSWING / OUTSWING
NON -IMPACT"
ind is in compliance with the 6th Edition (2017) Florida Building Code
Jing the "High Velocity Hurricane Zone' (HVHZ).
and spaced as shown on details. Anchor embedment to base material
icco.
ict is required to be protected with an impact resistant covering that
BC.
HVHZ" requiring wind bome debris protection this product is required to
ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
nchoring of these units shall be the some as that shown for 2x buck
ie details of this drawing require further engineering analysis by a
hitect.
istal sill item #39 under active doors meet water infiltration requirements
ig configurations using sill items #31 & #33 under the active door do not
nents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in
le locations protected by an overhang or canopy such that the angle
iverhang to sill is less than 45 degrees.
TABLE OF CONTENTS
gn pressures & general notes
is
74.S' MAX. OVERALL FRAME WIDTH
zZ
3 H
z S
o
U 0
X LUX =
W
Uj
Qe
J U_
J JJ
W W
0
X ° O
b
C6
i
DESIGN PRESSURE(PSF)':`:
SWING.:`;:'::;::;::::'•;:.FRAME..•:.;:;.: WITHOUT SURFACE
BOLTS':•::;:;::
W1TH SURFi
BOLTS;
wi i iTi': ::::: f'^'A Ti\/i'':'::. r".::.,If/1l`'ITi\I•L::.::::..::. A'ir:':'•.c.::.::.:::::: •':'•:::.'::
EXTERIOR fto
44
EXTERIOR
4.11"
I--1.48"
to
I Al
2
42 TOP RAIL 43 LATCH STILE ... .
1.49"
I
3
a
LAK (SG >= 0.67) '.=.`•::C
INTI
3
INTERIOR
EXTERIOR
INTERIOR
I'Di I rlI
C) A
EXTERIOR UO H
9 10
61
4 HORIZONTAL CROSS SECTION
Shown w/I X sub -buck
4 A 4 A 4
INTERIOR
EXTERIOR
E
r4-- VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for "HVHT' Water infiltration
requirements
e
O OQ l
O
es
O
O
0
s
d
O
r4-- VERTICAL CROSS SECTION
Inswing configuration
see general notes, sheet 1
for "HVHT' Water infiltration
requirements
e
O OQ l
O
es
O
O
0
s
MASONRY
OPENING
2X BU(
r comes maybe adjusted to maintain the min. BUCK ANCHORING
I os "MAX. ON CENTER" must be adjusted to
to mortar joints, additional concrete anchors
IAX. ON CENTER" dimension are not exceeded.
MIN "CLEARANCE: ::MIN.: CLEARANCE-
TO MASONRY" ; `::TO:ADJACENT.:.`
ANCHOR-.
I W
2n 4"
to
SEE DETAIL
iEAD
MBS
ASTRAGAL
SHOWN FOR
REFERENCE
ONLY
Lj
d
rAIL
F
TYP.
SILL
FRAME ANCHORING
sonny buck construction
or DIP <= 48 PSF
L I
T_
ASTRAGAL STRIKE JAMS
e comers may be adjusted to maintain the min.
d as "MAX. ON CENTER" must be adjusted to
to mortar joints, additional concrete anchors
MAX. ON CENTER" dimension are not exceeded.
MIN."CLEARANCEi
TO-.MASONRY-..':-:'*:*-"..-.'.TO:ADJACENT'.:::
DMENT`-4'.
EDGE:: -
AM ^
n No
MASONR'
OPENING
FRAME -/
2X BUCK
JAMBS
ASTRAGAL
SHOWN FOR
10
REFERENCE
ONLY
F
SEE DETAIL TYP.
SILL
DETAIL 1
Attach astragal/surface Eoiff
strike plates to frame
as shown (Outswing)
6 3) 6 5X6 6,
FRAME ANCHORING
Masonry 2X buck construction
for DP > 48 PSF and
DP <= 6OPSF
L ) (64
DETAIL I
Attach astragal/surface bolt
strike plates to frame
as shown (Inswing)
64
0
N
C4
j
HINGE JAMB
HINGE D1
10
HINGE D1