HomeMy WebLinkAbout3836 Saltmarsh Lp 18-755 NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100001
BUILDING APPLICATION #: 18-10000119
DATE: February 15, 2018
BUILDING PERMIT NUMBER: 18-10000119
UNIT ADDRESS: SALT14ARSH LOOP 3836 17-20-31-502-0000-0220
TRAFFIC 20NE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION: PARCEL: 1
PLAT BOOK: PLAT BOOK PAGE: BLOCK:
TRACT:
LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: BRISSON INV LLC
ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: WYNDHAM PRESERVE / LOT 22 SFR
EE BENEFIT RATE UNIT
TYPE -- - - - DIST - SCHED RATE
CALC
UNITS
UNIT
TYPE
TOTAL DUE
ROADS -ARTERIALS CO -WIDE ORD
Single Familyy Housing 705.00
ROADS -COLLECTORS 1.000 dwl unit 705.00N/A
Single Family Housing .00
FIRE RESCUE N/A
1.000 dwl unit 00
LIBRARY CO -WIDE ORD 00
Single Family Housing 54.00
SCHQOLS CO -WIDE
1.000 dwl unit 54.00ORD
PARSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE 5,759:00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OCCUPANCY 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
HEOULD YEIOBERTHERLODEEPAYMENTCOUNTYUILDINGPRMTNUMAT+OPEFTOFTHIS STATMENT. THIS STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVE
Bi oc'
l
EEB is 7 201
EAST•
2CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value: S • ya4AI 2Q o, tp
Job Address: '93te ati -Z)CHistoric District: Yes No Parcel ID:
17-20-31-502-0000- o2,a\o Wyndham Preserve Lot aa, 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 Fax: 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? City, State
Zip: Roswell, GA 30076 Contractor Information
Name Starlight
Homes Florida, LLC1Robert Willets Phone: 407-647-3700 Street: 1064
Greenwood Blvd, Suite 124 City, State
Zip: Lake Mary, FL 32746 Fax: 407-
647-0700 No State
License
No.: CGC1522347 Architect(Engineer
Information Name: Mulhem &
Kulp Phone: Street: 20
South Maple Street, Suite 150 City, St,
Zip: Ambler, PA Bonding Company:
Address: NA
215-
646-
8001 Fax: E-
mail:
sives@mulhemkulp.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 COMMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: S'" Edition (2014) Florida Building Code Revised: June
30, 2015 w Permit Application
00 w
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the, public,records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Robert Willets
Print Contractor/Agent's Name
91 aa..'t !&noc:,L --
Signature of No ary-State of Florida 0 Date
Shayne Mange[
OTARY PUBLIC
o G: STATE OF FLORIDA
Contractor/Ag , t ii. r rP Q lKmwn to Me or
Produced ID Hrrt9` ypQ 1 e J21/ZOZ1
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building & Electrical a Mechanical @ Plumbing2 Gas[] Roof
Construction Type: \13 Occupancy Use: 23 Flood Zone: ,x. 5 -
aT-qcH
Total Sq Ft of Bldg: % 14 Min. Occupancy Load: I # of Stories: 2
New Construction: Electric - # of Amps I,4 Q Plumbing - # of Fixtures 11
Fire Sprinkler Permit: Yes No [W' # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 414 & UTILITIES: WASTE WATER:
ENGINEERING: "TC- Z -13 -t 8 FIRE: BUILDING: '
COMMENTS: _ Ok to construct single family home
with setbacks and impervious area
shown on plan. LA2 ,-7 01. yy. .
0 (Alan -% . CTL
Revised: June 30, 2015 _ _ _ _ Pennit Application
w t
MAR 262018
CITY OF SANF
BUILDING & FIRE PREVEN
PERMIT APPLICA
Application No: 1 u' =Jn!:'-:)
Documented Construction Value: $ 4-3
0_-
Job Address: Historic District: Yes El No
Parcel ID: Residential [3 Commercial
Type of Work: New a Addition Alteration Repair Demo Change of Use Move
Description of Work: tAt-Lvu b1\4 4hi,r 5F2 ?1iz:P-S'es
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Name Phone:
Street: Resident of property? :
City, State Zip:
Contractor Information
Name (2 Z' +R t-t"( v\ c, Phone: :) 2. -)- - 2—q3 -
Street: Fax: _
City, State Zip: Z State License No.: C.F c c.a v 3Y Z
Architect/Engineer Information
to
Name: Phone:
Street: Fax:
LID 4- Lyo- yt•/b
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shan be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
0
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may
found in the public records of this county, and there may be additional permits required from other governmental entities such as wi
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe 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 requi ed
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit al.
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 val je,
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
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
3• 23 -L,.&I
Signature of Contractor/Agent Date
Print Contract is Name
3 23 -i fe
Signature of Notary -State of Florida Date
LL-
Personally
PAT
MYWWISSIi
EXPIkcS.- Ati
omeed twu KM
Owner/Agent is Personally Known to Me or Contractor/Agent is nown o
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ElectricalEl- Mechanical Plumbing[] Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: COMMENTS
Revised:
June 30. 2015 UTILITIES:
ENGINEERING:
FIRE: Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Pcrmit
Application FF
I209iw 25,
2018
507 State Road 52 123 Miller Road I
9701 Bachman Road Established 1973
Valdco, FL 33594 Orlando, FL 32824 www.RJKlelty.00m
Judson, FL 34669
407-855.2636 State License if CF-0O203 2
27-863-5486 813-661-0707
t.J. WELTY Page: 1OF1
PLUMBING • HEATING • COOLING Proposal Date: 712612017
proposal No: 717-13530
repared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford
1064 Greenwood Blvd. suite 124 Model: Magellan - 2260
Lake Mary FL 32746
labor complete In accordance with specifications below for the Sum of: $7,760.00
Me Proposo hereby to furnish material and -
3,ayment to be made as follows: 40% Rough In 30°/a Top Out 30% Finish. NET 10 Days
fi wwkpleted in a workman like manner according to standard practices. Arty alteration or deviationandwallbecomeanextrachargeoverandabovetheestimate. AOkilmaterialsguaranteedtobeas
s7ins
Yom specifications below Involvinga only upon written orders, 1greemems contingent upon strkeeond our control. Owner to c ry fire, I. made, and otjt r necessary insurance. Our workers are 1
covered by workors compensation -C y Vy t Z
illy
AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WIT RAWN IF NOT ACCEPTED IN 30 DA S
We hereby submit spew s and ales for:
Master Bath Up
Sterling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL182 Chrome Valve1Shower
1 Toilet Gerber Maxwell 21-9121.28 While Elongated
1 Lev By Builder With Moen Chateau 64925 Chrome Faucet
2nd Bath Up
1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve
1 Toilet Gerber Maxwell 21-9121.28 White Elongated
1 Lev By Budder With Moen Chateau 64925 Chrome Faucet
3rd Bath
1 Tub Sterling Accord 60x30 71140120 White With Wells And Moen Chateau TL183 Chrome Valve
1 Toilet Gerber Maxwell 21-9121.28 White Elongated
1 Lev By Budder With Moen Chateau 64925 Chrome Faucet
Kitchen
1 Sink By Budder
1 Faucet Moen Integra 67316 Chrome
1 Disposal ISE Badger V With Cord
1 leemaker Una With Recessed Box
1 Dishwasher Hook Up
Utilities
1 Washer Box Yes
2 Hose Bibs Yes
I Water Heater 50 Gallon Electric
NOTE:
Backlilling Included For Sevier 3 Water Only (Slab BackfilGng By Others)
Baeldlaw Preventers Included
EXCLUSIONS
NO Permit Fees Included
Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per fool 40' Water Allowance: Additional $3 per foot
Applies to any direct contract between an owrter contractor (RJK) - Notice of Uen Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Theandherebyaccepted. You are authorized to do the work as specified. Payment will be madeaboveprices, specifications and conditions are satisfactoryoutlinedalwvo. I agree to pay reasonable attorney's tees court costs in the event of legal action. A monthly service charge of 1 112% will be added after
days. Any sewer taps deeper than 4 112 feet or requires backhoe or dewatering will be an extra charge.
SIGNERS C /lti-Q / r' t aA, rAIA DATE OF ACCEPTANCE 6 PAGE 2:
Branch: Hudson Lost Edii By: Last Edit Date: 7/27/2017
THIS INSTRUMENT PREPARED BY: ArN LACt yName: Starlight Homes Florida, LLC
Address: 1064 Greenwood Blvd Suits 124
Lake Marv. FL 32746
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRANT 11ALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY. 9070 Ps 545 (1P9s )
CLERK'S 4 2018013845
RECORDED 02/06/2018 11:26:40 AM
RECORDING FEES $10.00
RECORDED BY der-kenro
Parcel ID Number. 17-20-31-502-0000- Oa Ao
The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with
Chapter 713. Florida Statutes. the following Infornation 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 CIA
Address: 3 % 3b tnr,4Y6, L-.,du, cl ti wh t
mil- 3`Yl3
GENERAL DESCRIPTION OF IMPROVEMENT:
Construct New SFR
OWNER INFORMATION:
Name: Starlight Homes Florida, LLC
Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076
Fee Simple Title Holder (If other than owne) Name: NA
Address:
CONTRACTOR:
Name; Starlight Homes Florida, LLC
Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name: NA
Address:
In addition to himself. Owner Designates NA Of
To recelve a copy of the Llenors Notice as Provided In
Section 713.13(1)(b), Florida Stattdes.
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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE ORCOMMENCEMENT..
Under penal s of perjury, I declare that I have read the foregoing and that the facts stated In It are true
to the b omw edge and belief.
posture Owner's Pdntsd Name
Flodda Stahrta 713.13(1)(0): 'The owner must sign the nopoe at commencement and no one else may be permitted to algo In No or her stead. -
State of County of
The foregoing str//umme
ent was /nowiedged before me this day of
by, IAC.l l i 1K Who Is personally known to mo
Name of person making statement
OR who has producod Identification type of identification produced:
Shayne Mangel
NOTARY PUBLIC
STATE OF FLORIDA . ` -i A
Comm# GG113111 ftWy signature
1 Expires 6/21/2021
j t
I: FEB 7 2018 CITY OF SANFORD
is BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S 13I I 1 % 1
Job Address: Historic District: Yes No
Parcel ID: 17-20-31-502-0000- OaAo Wyndham Preserve Lot a,2, .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?
City, State Zip: Roswell, GA 30076
Contractor Information
No
Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700
Street: 1064 Greeriwood Blvd, Suite 124 Fag: 407-647-0700
City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347
Architect/Engineer Information
Name: Mulhem & Kurp Phone: 215-646-8001
Street: .20 South Maple Street, Suite 160 Fax:
City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com
Bonding Company: NA Mortgage Lender: NA
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a perttiit 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: V Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public.records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Robert Willets
Print Contractor/Agent's Name
9T 6 "F `2v1Qa=L
Signature of No State of Florida 0 Date
Shayne Mangel
OTARY PUBLIC
C'.%"•'. STATE OF FLORIDA
Owner/Agent is Personally Known to Me or Contractor/Ag , t is lKir n to Me or
Produced ID Type of ID Produced ID c yP_1k,1fe16a1/2021
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS:. ZONING: UTILITIES: AM Z' ?f WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
BUILDING:
Revised: June 30, 2015 Permit Application__..
r
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: 3836 Saltmarsh Loop
Property Owner: Starlight Homes Florida, LLC
Parcel identification Number: 17-20-31-502-0000-0220
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 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OF ' C IAL US ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-755
Reviewed by: Michael Cash, CFM Date: February 13, 2018
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & pLandscaping in Right -of -Way 1M1N1Ns8i1on
fLgov 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 r jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the rum..Mrtibelow size
and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdompu ft 1.
Project Location/Address:3$3 al-Y ar ti .CoO. 7-:zAriA-di4 u- 3ai?3 2.
Proposed Activity: 0 Driveway a Walkway Other. 3.
Schedule of Work: Start Date Completion Date Emergency Repairs 4.
Brief Description of Work: Construction Of New SFR This
application is ed by: Signature:
Print Name: (`C11G QL Kr"r C3 Address:
1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (
407) 708-0161 Fax: 407-647-0700 Email: S1eym°.mangel@stMighthomesfom Date: 1 "16 -1 IS Maintenance
Responsibilities/Indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pern ittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes
property to reoover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. 1
have a a erstand the above statement and by signing this application I agree to its terms. Signature: _!
Date: ) — I D — l Ap This
permit shall be posted on the site during construction. Please
call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Pre -
pour Inspection by: Date: Official
Use Only Application
No: Fee: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Date:
Date:
Date:
Date:
2 •13 - 20as Date:
November
2015 nrrva nAf
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: A- J — l $
L-A
Project Name: Wyndham Preserve - Lot -','A Project Address:3%?4 nl+-m rsh Sanford FL 32771
Building Permit #: Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to tenminate 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.
TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Print Name of Owner enant
Signatul of Owner/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Robert Willets
Print N e of Gen. Contractor
Signature of Gen. Contractor
CGC152234-1
Gen. Contractor License #
EQS&rbro,
Print Name of El. Contractor
Signature of El. Contractor
E0,M 9VD
El. Contractor License #
CALLED INTO: o Progress Energy o Florida Power and Light on _/ /
Rev. 02/10/15)
MUTED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1 —IS -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):
Ga' The specific permit and application for work located at:
38 3c w,a•3-, lsaa , Kati--, , G. 3 --113
StreetAddress)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Willets
State License Number: CGC1522347
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 15 day of
2001-9-1 by Robert Willets who is u pefsonally known
to me or o who has produced as
identification and who did (did not) to an th.
b '
shayne Manael Signature
NOTARY PUBLIC
M)rE OF FLORIDA Q2Q=CQ —1
Comm# GG113111 Print or tWe nameP"hcE lie Expires 6/21/2021
Notary Public - State of
Commission No.
My Commission Expires:
Rev. 08.12)
REQUIRED INSPECTION SEQUENCE
STARLIGHT HOMES — DETACHED
Permit # I 1ST Address: ; 83(. CAI-TMAR5A a
BUILDING PERMIT
Min Max Inspection Description
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
1s' R <,. aT'h' S•t • Ys -;fvG •. :'• - J. y'...x ` .-''h•(T,'C:C-x-.• '
ELECMi%RICALrERMIT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
I
Max Inspection Description cMin
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1VjF C-IA ICA L`-PERIVIIL=
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
THIS INSTRUMENT PREPARED sY: At'Y9Y LACA-YName: Starlight Homes Florida, LLC
Address: 1054 Greenwood Blvd Suite 124
Lake Mazy FL 32746
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRANT MALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY, 9070 Ps 545 (1Phs)
CLERK'S Q 2018013845
RECORDED 02/06/2018 11:26:40 AM
RECORDING FEES $10.00
RECORDED BY ,ieckenro
Parcel ID Number: _ 17-20-31-502-0000- Oa a,O
The undersigned hereby gives notice that Improvement will be made to.certain real property, and In accordance with
Chapter 713. Florida Statutes, the following Information Is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
Wyndham Preserve. PB 81 Pgs 93-102. Lot a4lt
Address: 3 $ 3t.p Se t r.,AYb-, -cioNr :Z a r\* 1
F l 3-7-13
GENERAL DESCRIPTION OF IMPROVEMENT:
Construct New SFR
OWNER INFORMATION:
Name: Starlight Homes Florida, LLC
Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076
Fee Simple Title Holder (B other than owner) Name: NA
Address:
CONTRACTOR:
Name: Starlight Homes Florida, LLC
Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served _
as provided by Section 713.13(1)(b), Florida Statutes.
Name, NA
Address:
In addition to himself, Owner Designates NA or
To receive a copy of the Uenoes Notice 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 deft Is specified)
WARNINGRNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS.UNDER CHAPTER 713, PART I, SECTION 713.13;
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF -COMMENCEMENT..
Under penalUedgery, I declare that I have read the foregoing and that the facts stated In It are true
to the be and belief.
IiY1\c-•t el t cc 1v
gneboa Owners PMted Name
Flodda Statute 713.13(1)(9): 'The owner must dgn the notiee otcommencement and no one else maybe permitted to cipn In his or her stead' .
State of Countyof 'i f d e The
foregoing Ilutrument was nowleeddgeed before me this day of by ` }
uC Who is personally known to me Name
or person Maki p statement OR
who has produced Identification type of Identification produced: Sheyne
Mangel NOTARY
PUBLIC STATE
OF FLORIDA Comm#
GG113111 ftwy signature Expires
6/21/2021
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
Application No: J p- 7 5 5
Documented Construction Value: $ 4 1•D J O
Job Address: IJ I'M(V\1r%h L)no Historic District: Yes
Parcel ID:
Type of Work: NewR_Ad
Description of Work:
Plan Review Contact Person:
Phone: Fax: Email:
No
Residential,. Commercial
7-C-hange-of-Use-E]--Move E]__---- "
Title:
I Property Owner Information
hNam `t Phone: V - t
Street: ib, - %enLk _ Resident of property?
City, State Zip: J_ t I A. 31)71?
Contractor Information
Name i1'_ Y I i l Phone: 4 _7 ,- I o -T t 0'
Street: a Fax: yni n/ 7 . 19- City,
State Zip: r >' State License No.: EC, na `) D12 p Architect/
Engineer Information Name:
Phone:
Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 inthisjurisdiction. I. understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 5i0 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application
I
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
S*ature of Contractor/Agent Date
Swu- a, ;kC hrooK
Pn t C ntractor/Agent's Name
Signature of Notary -State of Florida Date
a,trttvc4N PAMELASTERNUS
Commission p GG 110622
Expires August 7, 2021
evAed r u sufte K.QunF seniors
Contractor/Agent i Personally Known to Me or
Produced ID ype of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone'
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Revised: June 30. 2015
Permit Application
FORM R405-2017 RECOW COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 22 - 2260 SL Builder Name: Starlight Homes
Street: 3830 Saltmarsh Loop
State, Zip: Sanford , FL, 32773
Permit Office: Seminole County
Permit Number:# -7Owner: USANFORDCity, tw%( zt-4- ie'
Design Location: FL,
Jurisdiction:/
Sanford County:: Seminole lorida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sgft.) Insulation Area
2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types (1324.0 sgft.) Insulation Area
a. Under Attic (Vented) R=30.0 1324.00 ft'
6. Conditioned floor area above grade (1`12) 2260 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(191.0 sgft.) Description Area a. Sup: Attic, Ret: Floor 2. AH: Floor 2 6 452
a. U-Factor: Dbl, U=0.34 150.00 ft'
SHGC: SHGC=0.26
b. U-factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 36.0 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 36.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.258 14. Hot water systems
8. Floor Types (1324.0 sgft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features
EF: 0.950
b. Floor over Garage R=19.0 275.00 ft' None
c. other (see details) R= 47.00 ft' 15. Credits Pstat
Total Proposed Modified Loads: 64.54
Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 65.79
1 hereby certify that the plans and specifications covered by Review of the plans and THE ST,gr
this calculation are in compliance with the Florida Energy specifications covered by this ti..•
Code.
Orlt
calculation indicates compliance
with the Florida Energy Code. m,,, y, '-•`°..J°, O
PREPARED BY: Before construction is completed
DATE: 4 4 this building will be inspected for O Ali, a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. COp pyET4J
OWNER/AGE- BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
1 /18/2018 5:19 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM RA0r,_7f117 •
PROJECT
Title: Lot 22 - 2260 SL Bedrooms: 4 Address -Type: Lot Information
Building Type: User Conditioned Area: 2260 Lot # 22
Owner Name: Total Stories: 2 Block/Subdivision: Wyndham
of Units: 1 Worst Case: No PlatBook:
Builder Name: Starlight Homes Rotate Angle: 0 Street: 3830 Saltmarsh Loop
Permit Office: Seminole County Cross Ventilation: No County: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL. 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2260 19508.4
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes
2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft° 0 0 1
2 Raised Floor Floor 2 --_- __- 47 ft' 0 0 0 1
3 Floor over Garage Floor 2 ---- _--- 275 ft' 19 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1481 ft° 0 ft' Medium 0.6 N 0.5 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1324 ft' N N
1/18/2018 5:19 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood
WALLS
Adjacent yCavitWidth Height Sheathing Framing Solar Belo Space
w 1
S Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2
S Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3
E Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4
E Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5
N Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6
N Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7
W Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8
W Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9
E Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS
Omt
Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
E Wood Floor 1 None 39 3 6 10 20.5 ft' 2
Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS
Orientation
shown is the entered. Proposed orientation. V
Wall
Overhang Ornt
ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
S 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft0 in None None 2 E
3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 110 in None None 3 E
3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 W
7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 110 in None None 5 W
8 None low-E Double Yes 0.34 0.26 N 30.0 W 1 ft 0 in 11 ft 0 in None None 6 W
8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor
Area
Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411ft'
41111' 64ft 9.3ft 0 INFILTRATION Scope
Method
SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse
Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/18/
2018 5:19 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 drn 0.7 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None None ft'
DUCTS
V # Supply —
Location R-Value Area
Return — Air
Location Area Leakage Type Handler
CFM 25
TOT
CFM25
OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 452 ft= Floor 2 113 ftT Prop. Leak Free Floor 2 c(m 67.8 cfm 0.03 0.50 1 1
TEMPERATURES
Programable Thermostat: Y
Cooling[[ j Jan (]]Feb (]Mar
He [X Jan [X] Feb [X] Mar
Ventin [[ lllj Jan [[ 1] Feb ([XJ Mar
Ceiling Fans:
A r j Ma [X] Jun nJul ri Au
Apr i ] May I ] Jun Jul Au[
X] A r ] Ma [ ] Jun Jul Aug
X) Se
SepSe
Oct
X]
Oct [ Nov
k Nov
Oct [X Nov
r 1 Dec
X1 Dec
I J Dec
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1 2 3
Hours
4 5 6 7 8 9 10 11 12
Cooling (WD)
Cooling (WEH)
Heating (WD)
Heating (WEH)
AM 78
PM 80
AM 78
PM 78
AM 66
PM 68
AM 66
PM 68
78 78
80 78
78 78
78 78
66 66
68 68
66 66
68 68
78 78 78 78
78 78 78 78
78 78 78 78
78 78 78 78
66 66 68 68
68 68 68 68
66 66 68 68
68 68 68 68
78
78
78
78
68
68
68
68
80
78
78
78
68
68
68
68
80 80
78 78
78 78
78 78
68 68
68 66
68 68
68 66
80
78
78
78
68
66
68
66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit
1 /18/2018 5:19 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index, the more efficient the home.
3830 Saltmarsh Loop, Sanford, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1212.50 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
5. Is this a worst case? No 10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=30.0 1324.00 ft=
6. Conditioned floor area (W) 2260 b. N/A R= ft'
7. Windows" Description Area
c. N/A R= ft'
a. U-Factor: Dbl, U=0.34 150.00 fta
11. Ousts
a. Sup: Attic, Ret: Floor 2, AH: Floor 2
R ft'
6 452
SHGC: SHGC=0.26
b. U-Factor. Dbl, U=0.58 41.00 ft'
SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft' a. Central Unit 36.0 SEER:14.00
SHGC:
d. U-Factor: N/A ft'
13. Heating systems kBtu/hr EfficiencySHGC:
a. Electric Heat Pump 36.0 HSPF:8.20
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.258
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft: a. Electric
EF: 0.95
b. Floor over Garage R=19.0 275.00 ft'
c. other (see details) R= 47.00 ft'
b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: M lQ,,y a, Date: L130117
Address of New Home: J Q sh `,ppn City/FL Zip: -3a ,, or,1JTL-
r
v
o srg 1O
rol
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.
1/18/2018 5:19 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
v
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 22 - 2260 St. Builder Name: Starlight Homes
Street: 3830 Saltmarsh Loop 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 an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs 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 spa 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 light 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
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire snr4nkler cover plates and walls or ce4l4nas.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
1/18/2018 5:19 PM EnergyGaugeO 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 22 - 2260 SL Builder Name: Starlight Homes
Street: 3830 Saltmarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n: R:
Single or Multi Point Test Data
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)(f), (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, 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. Healing and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
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 third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
of -f14E Sr47,
W.
rrj ••., - ionrr.3O <0
rtiyA.
1/18/2018 5:19 PM EnergyGaugeO 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 22 - 2260 SL Builder Name: Starlight Homes
Street: 3830 Saltmarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by 2260
House Duct
Total Conditioned Floor Area)
System
Qn,out)' Leaka e
Tested On (Out) must be less than or equal to the required On (Out).
I certify the tested duct leakage to outside, On,
is less than or equal to the proposed duct
leakage On specified on FORM R405-2017.
SIGNATURE:
PRINTED NAME: Test Rater
DATE: 1 /18/2018
Duct tightness shall be verified by aF'fHE Sr
testing to ANSI/RESNET/ICC 380 by ~ = r ,C.r
either individuals as defined in Section h
553.993(5) or (7), Florida Statutes, or a_ • . aindividualslicensedassetforthinlita
Section 489.105(3)(f), .00
g), or (i), Florida Statutes.
01 D WE
BUILDING OFFICIAL:
DATE:
1/18/2018 5:20 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
e Project Summary cab: Sla Oht-Wrdham
wrightsoft
Entire House
Energy Air, Inc
Plan: 2260 S Magellan
5401 Energy Air. p. Orlando. FL 32810 Phone: 407-W6.3729 Email: GRenner®energyairaom Web: wwmenergyairmm
For. Lot 22 - 2260 SL Starlight Homes
3830 Saltmarsh Loop, Sanford, FL 32773
Notes:
Weather. Orlando ExecutiveAP, FL, US
Winter Design Conditions
Outside db 44 OF
Inside db 70 OF
Design TD 26 OF
Heating Summary
Structure 17353 Btuh
Duds 2176 Btuh
Central vent (47 dm) 1319 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 20848 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (fly
Volume (P)
Air changes/hour
Equiv. AVF (drrl)
Simplified
Average
0
Heating Coolingg
2310 2310
20003 20003
0A1 0.21
137 70
Heating Equipment Summary
Make Carrier
Trade CARRIERAIR CONDITIONING
Model CH14NBO360000B
AHRI ref 8068612
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range L
Relative humidity 50
Moisture difference 44 grAb
Sensible Cooling Equipment Load Sizing
Structure 19740 Btuh
Ducts 3236 Btuh
Central vent (47 dm) 900 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swingmultiplier 1.00
Equipmensensible load 23876 Btuh Latent
Cooling Equipment Load Sizing Structure
3073 Btuh Duds
314 Btuh Central
vent (47 dm) 1382 Btuh Outside
air Equipment
latent load 4769 Btuh Equipment
Total Load (Sen+Lat) 28645 Btuh Req.
total capacity at 0.70 SHR 2.8 ton Cooling
Equipment Summary Make
Caner Trade
CARRIER AIR CONDITIONING Cond
CH14NBO360000B Coil
FB4CNP036L AHRI
ref 8068612 Efficiency
8.2 HSPF Efficiency 11.7 EER,14 SEER Heating
input Sensible cooling 23100 Btuh Heating
output 33800 Btuh @ 47-F Latent cooling 9900 Btuh Temperature
rise 28 OF Total cooling 33000 Btuh Actual
air flow 1105 dirn Actual air flow 1105 cfin Airflowfador
0.057 dmBtuh Airflowfactor 0.048 dmBtuh Static
pressure 0.50 in H2O Static pressure 0.50 in H2O Space
thermostat Load sensible heat ratio 0.83 Capacity
balance point = 32 OF Backup:
Input =
5 kW, Output =16034 Btuh, 100 AFUE Boldrdalic
values have been manua0yovenkban Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. wrighttsoft'
Right-SwL-OUnioersa12017 17.028 RSU17013 2018-
Jan-181718 01 Page
1 9CA
AC ... SpedtidWyndham Presene%Lot 22 - 2260 SL rup Celc = MJ8 Front Door faces: E
Manual S Compliance Report Job: Starlight -Wyndham
wrightsoft• Date: 6116/2017
Entire House By.
Energy Air, Inc
Plan: 2260 S Magellan
5401 Energy Air, Ct.Orlando. FL 32810 Phone.407-886-3729 Email. GRenner@energyaircom Wab wwvenergyaircom
For. Lot 22 - 2260 SL, Starlight Homes
3830 Saltmarsh Loop, Sanford, FL 32773
Design Conditions
Outdoor design DB: 92.6°F Sensible gain: 23876 Btuh Entering coil DB: 76.2°F
Outdoor design W I: 75.9°F Latent gain: 4769 Btuh Entering coil W3: 63.4°F
Indoor design DB: 75.0°F Total gain: 28645 Btuh
Indoor RH: 50% Estimated airflow: 1105 ctm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SpIitASHP
Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L
Actual airflow. 1105 cfrn
Sensible capacity: 23961 Btuh 100% of load
Latent capacity: 6713 Btuh 141 % of load
Total capacity: 30674 Btuh 107% of load SHR: 78%
Design Conditions
Outdoor design DB: 44.2 °F Heat loss: 20848 Btuh Entering coil DB: 68.8°F
Indoor design DB: 70.0`F
Manufacturer's PerformanceData at Actual Design Conditions Equipment
type: SpIitASHP Manufacturer.
Carrier Model: CH14NB0360000B+FB4CNP036L Actual
airflow. 1105 crm Output
capacity: 33800 Btuh 162% of load Capacity balance: 32 OF Supplemental
heat required: 0 Btuh Economicbalance: -99 OF Backup
equipment type: Elecship Manufacturer.
Model: Actual
airflow. 1105 dm Output
capacity: 4.7 kW 77% of load Temp. rise: 50 OF Meets
all requirements ofACCA Manual S. 2018-
Jan-1817:18 01 wrightsoft
Right-Suite0Unhersa12017 17.028 RSU17013 Page 1 ACCA —
SpecifidWyndham Presenetot 22 - 2260 SL rup Calc = MA Front Door laces: E
d- wrightsoft• Duct System Summary
Entire House
Energy Air, Inc
5401 Energy Air. CL Orlando, FL 32810 Phone:407-886-3729 Email: GRennereenergyalroom Web: wAwenergyairmm
For. Lot 22 - 2260 SL, Starlight Homes
3830 Saltmarsh Loop, Sanford, FL 32773
Job: St dlght-Wyndham
Date: 6116/2017 Ehr
Plan:
2260 S Magellan Heating
Coding 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 0.136 in/100ft 0.136 in/100ft Actual
airflow 1105 cfm 1105 drn Total
effective length JEL) 206 ft Name
Design
Btuh)
Htg
dm)
Clg
drn)
Design
FIR
Diam
n)
H
x W n)
Duct
Mal
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk Bath
2 h 106 6 5 0.162 4.0 Ox 0 VIFx 27.8 145.0 st1 Bed
4 c 1650 75 79 0.185 6.0 Ox 0 VI Fx 21.5 130.0 st2 eed2-
A h 1770 100 49 0.162 7.0 Ox 0 VIFx 32.6 140.0 st1 Foyer -
A h 2907 164 67 0.175 8.0 Ox 0 VIFx 19.6 140.0 st1 Laun
c 684 4 33 0.268 4.0 Ox 0 VIFx 9.3 95.0 Lott
c 3298 125 159 0.284 7.0 0x 0 VIFx 3.5 95.0 ba2
c 173 5 8 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 br3
c 1650 74 79 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 Idt-
fiant c 4296 198 207 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 Idt-
fam-A c 4296 198 207 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 tuba
h 356 20 17 0.241 4.0 Ox0 VIFx 16.0 100.0 m
br c 2826 94 136 0.245 7.0 Ox 0 VIFx 14.4 100.0 Wc
h 387 22 20 0.172 4.0 0x 0 VIFx 28.1 135.0 st2 wio3
c 67 2 3 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 VAa
c 741 18 36 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Trunk
Htg Clg Design Veloc Diam H x W Duct Name
Type dm) dm) FIR fpm) n) in) Material Trunk SO
PeakAVF 666 535 0.136 623 14.0 0 x 0 VinlFlx st2
PeakAVF 196 226 0.172 511 9.0 0 x 0 VinlFlx st3
PeakAVF 396 413 0.136 526 12.0 0 x 0 VinlFlx st1 Boldrrtalic
values have been manuatfyovenldden 201&
Jan 18 wrightsoft•
Righl-Suite®Universal 201717.028 RSU17013 17:
Page
1
1
ACCA ..
SpedfidWyndhem Presemlot 22 - 2260 SL rup Celc = MA Front Door faces: E
Name
Grille
Size (in)
Htg
dm)
Clg
dm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Dud
Mad Trunk
rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx
AL
2018 Jan 18g wrightsoW
Wght-Suite®uni ersal 201717.028 RSU17013 1
Page
2 ACCP....
Sped6ckVWndham Preserw%Lot 22 - 2260 SL rup Cale = MA Front Door (aces: E
V V TW
Job M Starlight -Wyndham
Performed for:
Lot 22 - 2260 SL
3830 Saltmarsh Loop
Sanford, FL 32773
Level 1 • -
Energy Air, Inc
5401 EnergyAir, Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyaircom GRenner@energyaircom
Scale: 1 /8" =1'0"
Page 1
RightSW4 Un 6ersal 2017
17.0.28 RSU 17013
201 &Jan-1817:18:09
am PreseneeVAt 22 - 2260 SUup
level 2
AHU ON METAL STAND
3.0 TON 240V /5KW HP
m br
12x6
136afm
18x8
Loft
8x4 8x4
33 24x18
12x6
i 1105CIrn
159cfm
C S2
Sup Riser
q„ 7 . 14"
7„ T
m ba------- Li La \
PVTR
8x4 In
22 CIM
hall
q _ 4
WIC
6"
4
10x6
79Cgn 14x6
8 x4
3 clin
MC3
bra
W04
8x4
36 Cen
I ba2
rVTR
G
I
x4
6"
10x6
79 cfrn
14 x6
Bed 4
V0AVTR
47 CFM
Job M Starlight -Wyndham
Energy Air, Inc
Scale: 1 /8" =1'0"
Performed for: Paget
Lot 22 - 2260 SL 5401 EnergyAir, Ct Right-SWA UnKmal 2017
3830 Saltmarsh Loop Orlando, FL 32810
17.0.28 RSU 17013
Sanford, FL 32773 2018,1an 1817:18:09
Phone: 407486,3729 ...am PresenelLot 22 - 2260 SLrup
wwuuenergyair.com GRenner@energyaircom
I
c
V
Q . C n ZVI rL
ZZ 6 o 114 64e
P.
DIIVMNSION NOTE:
Proposed building dimensions
shown hereon are of the exterior.
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
Front = 25'
Rear 20'
Side = 5'
O
VJYNDHAM PRESERVE - LOT 22
PLOT PLAN
WYNDHAM PRESERVE
LOT 22
P8 81, PG 93)
6P It_165
ZONING DATE-
Ok to construct single family home
with setbacks and impervious area
shown on plan. u2.? °'o %-
ZVOO M0(%I Alarl - S, 6rL
LOT 21
I4L]----------^------------------------------^---
I i
A/C
I
c
PAD
LOT 22
I AREA =
4,800 S.F. t
010.0
o PAnc
I 4j 1, 10.0
1 STORY RESIDENCE
3830 SALTMARSH LOOP
120.00
I
I >
I mow
I
2260 MAGELLAN
ELEVATION - S
GARAGE - LEFT
FFE= 30.7
1
D
K 38.5' I
i (
rn PROASED
C DRTVFTWAY
1
rn 25.2'I
o I
PEP —Pool tgwppment L .GEND:ADUSSD—Access/Ominage/UGGties/SidewalkLBLicensedBusiness
BFP—Backflow Preventer
S—Survey
Si ht Distance Easement9
PRM—Permanent Ref. Monument
R Reported PCP —Permanent Control Point
0—DescriptionJJ FP&L —Florida Power & Light
P—Plat FFE—Finish Floor Elevation
D.8.—Deed Book Water Meter
O.R.—Official Records Book Da —Water Valve
P.B. —Plat Book YI-Firs Hydrant
Pg. —Page RC® —Reclaimed Water Meter
Elev.—Elevation RCM —Reclaimed Water Valve
Conc. —Concrete Cable Box
BP —Brick Paver m —Telephone Box
SW —Sidewalk El —Electric Box
FFE—Finished Floor Elevation Utility Pole
CI —Curb Inlet Guy PoleI-LightGTI—Grate Top Inlet Pole
P.U.E.—Public Utility Easement Guy Anchor
RCP —Reinforced Conc. Pipe OU--Overhead Utilities
PVC —Polyvinyl Chloride . Storm Sewer Manhole
NCS —No Comer Set (Falls in Water) G —Sanitary Sewer Manhole
SF —Square Feet EW* —Electric Handhole
D.U.E.—Drainage/Utility Easement Coo —Clean Out
FMGD—MAG NAIL & DISK XvD4—Irrigation Control Valve
P.K.—Parker Kolon Nail I' —Sign
SIR —Set 1/2" Iron Rod LB7768 W04—Gate Water Valve
SPKD —Set P.K. & Disk L87768 IR—Gas MeterFIR —Found 1/2' Iron Rod LB7768 11. —Existing Grade
FlP—Found 1/2' Iron Pipe LB7768 a —Blow —off Valve
FPKD—Found P.K. Nail & Disk LB7768 ^@_—Drainage Flow Direction
FCM—Found 4'x4' Concrete JO.Q—Proposed Design Grade
Monument PRM L87T18
Note: Some items in above leaen
As—Built/Exietin Grodfl
may not be applicable
U—DescflDtion - I Date I D.wn.ICk'd I P.C.IOrder No.
S89040'51 ' W ;
LOT 23 I
i
SURVEYOR'S NOTES:
1. Current title information on the subject property had not
been fumished 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 are subject to survey.
3. Elevations shown hereon are in feet and are referenced to
the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).
4. Proposed grades & finished floor elevations shown hereon
are from the construction plan for VYNOHAM PRESERVE,
City of Sanford Seminole County, Florida.
S. This Plot Plan is subject to matters shown on the
construction plans for ^WYNDHAM PRESERVE". City of
Sanford Seminole County. Florida.
6. Proposed information shown based on proposed/
supplied plan and/or instructions per client (not field
verified)
oNe000,..
Numi
a°t0 € eP L Al \T O TLY
NOT A SV*WM
a (Vor rwwafttip Y)
51
JOes D. 1_eviner
RIDA PROFESSIONAL SURVEYOR & MAPPER NO. .LS691.............5
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL
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BUXI DINTG LAYOUT NOTE:
Contractor and owner are 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.
LOT AREA CALCULATIONS
LOT - 4.800 SQ.FT.
LIVING AREA- 1.002 SQ.FT.
GARAGE = 411 SQ.FT.
ENTRY - 48 SQ.FT.
DRIVEWAY = 403 SQ.FT.
PATIO 100 SQ.FT.
WALKWAY =' 75 SQ.FT.
A/C PAD = 9 SQ.FT.
IMPERVIOUS- tdy„1%
SOD - 2, 52 SO.FT.
OFF LOT AREA CALCULATIONS
R/W = 1.000 SQ.FT.
APRON = 113 SQ.FT.
SIDEWALK = 200 SQ.FT.
SOD = 126 SOFT.
TOTAL AREA
AREA = 5.800
DRIVEWAY = 516 SQ.FT.
SIDEWALK = 275 SQ.FT:
SOD 2.878 SQ.FT.
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 "ZC"
DESCRIPTION: LOT 22 according to the plat
of "WYNDHAM PRESERVE" as recorded in
Plat Book 81, page 93 of the Public Records,
City of Sanford, 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.
Drawn: MTP I Checked: JDL P.C.: Data FIe:BrImanEad-Plat
Date: 1 /22/18 Dwg: Bris wTAA-LoW Order No.: —
SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk. —
RECORD COPX
PALMIEftrW CELECTRIC
Starlight Homes
2260 Magellon
LOAD CALCULATION
December 12, 2017
I. HVAC LOADS INEC 2014 - 220.82(C)(31- (41)
ZONE COMPRESSOR SIZE CONNECTED LOAD
1 3.50 TON 6.30 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 13.97 KVA
TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA
TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA
TOTAL HVAC DEMAND LOAD 11.29 KVA
IL GENERAL LOADS INEC2014-220.82(B)(I1-(411
LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA
Qty KVA Rating Total KVA
2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA
1 1.5 LAUNDRY CIRCUIT 1.50 KVA
l 5 DRYER CIRCUIT 5.00 KVA
5 STACK WASHER/DRYER
1 4.5 WATER HEATER (1)
vlt 01NG
4.50 KVA
4.5 WATER HEATER (2) 0
1 1.2 DISHWASHER 1.20 KVA
1 0.8 DISPOSAL(l) SANFORD 0.80 KVA
0.8 DISPOSAL(2)
7.2 RANGE/OVEN(1) F OAR'C
l 12 RANGE/OVEN (2) 12.00 KVA
7.2 COOKTOP CIRCUIT 1 8 _ 7 5
7.2 SUMMER KITC EN/JENAIR
1 2.5 MICROWAVE CIRCUIT 2.50 KVA
4.8 JACUZZI TUB CIRCUIT
12 SOAMP SAUNA/WHIRLPOOL
7.2 30AMP POOL CIRCUIT
14.4 60AMP POOL CIRCUIT
19.2 80AMP POOL CIRCUIT
CONNECTED LOAD (GENERAL LOADS) 37.28 KVA
IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA
REMAINDER (GENERAL LOADS) @ 40% 10.91 KVA
SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(B)1 20.91 KVA
HVAC LOADS 11.29 KVA
GENERAL LOADS 20.91 KVA
TOTAL DEMAND LOAD (NEC 2014 - 220.82(All 32.20 KVA
MINIMUM SERVICE SIZE 134.16 AMPS
RECOMMENDED SERVICE SIZE 150 AMPS
Typica1,150 Amp Electrical Diagram
15U Amp
Main
1120V'% 240V
RECORD COPY
Typical
150 Amp
Interior 6°ni0
Panel
Sirs. 4FO-RD
PAR'AI
7 55
2/0 SER Aluminum Service Cable
Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL
250.94 Intersystem Bonding Bridge
Power Company Secondary Conduit & Wire
q-
4 Bare Copper Per NEC 250.66 B
Ground Clamp
I
1-2 ..........-
Concrete Encased Electrode
tip ti
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rodmTbn values established by others.
MiTek®
RE: WP0022 - MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: Starlight Project Name: W P0022 Model: 2260
Tampa, FL 33610-4115
Lot/Block: 22 Subdivision: Wyndham Preserves
Address:
City: Sanford State: Florida
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date
1 1 T12949805 1 Al 1/12/18 118 1 T12949822 1 EN2 1/12/18 I
12 I T12949806 I A2 1 1/12/18 119 I T129498231 HJ7 1 1/12/18
13 I T12949807 I A3 1 1/12/18 120 1 T1 2949824 1 V3 1 1/12/18
14 1 T129498081 A4 1 1/12/18 121 1 T1 2949825 1 V5 1 1/12/18 1
15 1 T1 2949809 1 A5 1 1/12/18
1
1
I
1
1
1
1
1
1
1
I
6
SA
FogR
16 1 T1 2949810 1 A6 1 1/12/18
17 1 T12949811 1 A7G 1 1/12/18
18 IT12949812181GE 11/12/18
19 1T129498131 B2 1 1/12/18
110 1 T1 2949814 1 B3 1 1/12/18
I'll I T 12949815 1 B4 1 1 /12/18 112 1
T129498161 CJ1 1 1/12/18 113 1
T129498171 CJ3 1 1 /12/18 114 1
T129498181 CJ5 1 1/12/18 115 IT129498191
EJ7 1 1/12/18 116 1T129498201
EJ7G 1 1/12/18 117 1T12949821
1 ENIGE 1 1/12/18 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: Velez, Joaquin My license
renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE'
The seal on these truss component designs is a certification that the
engineer named is licensed in the jurisdiction(s) identified and that the designs comply
with ANSI/TPI 1. These designs are based upon parameters shown (e.
g., loads, supports, dimensions, shapes and design codes), which were given to
MiTek. Any project specific information included is for MiTek's customers file reference
purpose only, and was not taken into account in the preparation of these designs.
MiTek has not independently verified the applicability of the design parameters or
the designs for any particular building. Before use, the building designer should verify
applicability of design parameters and properly incorporate these designs into the
overall building design per ANSI/TPI 1, Chapter 2. UILp Oh'
O
8-755
UI N
VFW E N
SF F 0 68182
0,.. STATE
OF .:
4U O N
A%- E ..`. J Quin
V lez PE No.68182 M U
Inc. FL Ced 6634 69lt Pare
Blvd. Tampa FL 33610 v January
12,2018 Velez, Joaquin
1 of 1
Job Truss Truss Type City Ply
t T12949805
WP0022 A1G Hip Girder 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:67:46 2018 Page 1
ID:75SJeCQByCiW2ilGVt5nBLly96Pw-tuw29zRmlwcg7as8lcPhVANoM91p0alKbalU OzwSHJ
1.0.0, 3-9.14 7.0.0 11.8.9 163.7 21.0.0 24.2.2 28.00 29-0Q
1.00 3914 32-24.6t3 4.8-9 32.2 38.14 1.00
S.00 rl2
Sx8 =
2x4 II 3x8 = 4x6 =
4 18 19 5 20 21 6 22 23 7
Scale=1:48.9
0
5x8 =
In 10
24 25 1* 26 14 27 t' 28 29
t4 11
Sx8 =
2x4 II 3x4 = Sx8 =
4xf0MT20HS= 2x4 11
3x8 — 2x4 11
LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Wait Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 13-15 >983 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 098 Vert(TL) -0.79 13-15 >422 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(rL) 0.22 9 n/a n/a
BCDL 10.0 Code FBC2014fTP12007 Matnx-SH Weight: 141 Ib FT = 20?S,
LUMBER- BRACING -
TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied.
4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9.5 oc bracing.
BOT CHORD 20 SP No 1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=2106/0.3.8, 9=2106/0-3-8
Max Horz 2=46(LC 31)
Max Uplift 2=-688(LC 4), 9=-688(LC 5)
FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4669/1511, 3.4=-4546/1537, 4-5=-5409/1845, 5.6=-5409/1845, 6-7=-4245/1452,
7.8=-4547/1536, 8-9=-4668/1511
BOT CHORD 2-17=-1362/4227, 16.17=•1362/4227, 15-16=-1344/4207, 13.15=-1756/5409,
12-13=-1756/5409,11.12=-1344/4226,9-11=-1344/4226
WEBS 4.16=-80/583, 4-15=-482/1464, 5-15=-526/322, 6-13=0/383, 6-12=-1432/474,
7-12=-310/1282
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=15ft, 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.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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 2 and 688 Ib uplift at
joint 9.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 Ib up at
7-0-0. 111 Ib down and 110 lb up at 9-0-12, 111 Ib down and 110 lb up at 11.0.12. 111 Ib down and 110 lb up at 13.0-12. 111 Ib
down and 110 lb up at 14-11-4, 111 Ib down and 110 lb up at 16-11-4, and 111 Ib down and 110 Ib up at 18.11-4, and 211 Ib down
and 206 Ib up at 21-0.0 on top chord, and 339 Ib down and 112 Ib up at 7-0.0. 85 Ib down at 9-0-12, 85 lb down at 11-0-12, 85 Ib
down at 13.0-12, 85 lb down at 14.11.4, 85 lb down at 16-11-4, and 85 Ib down at 18-11-4, and 339 lb down and 112 lb up at
20-11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
0 WARNING . Vadly design pammaton and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M9.7479 rev. #GWI 01S BEFORE USE
Design valid lot use only wllfl Mllek® connectors. ThisdeslWt Isbased only upon pananeters shown. and is tot on hdlvtdual txdding component, not a buss
system. Before use. Ito bulking cleslgnot must verify Ito apxicotAlty of design Ixaamelets and popetly Incorpoiate Ihk design Into It* overall building design.
Bracing Indicated a to buckling of WIWIL cd truss web arld/or chard members only Adcdllorel temporary and permanent txacing MiTe k' pevent Isalways
tocl lned for slatAlty and to povent edlcpse with possSNe personal "and ixoixlrty domcigo. ror geretal gtldalce tegarding Inc, 6904 Parke
East Blvd. InIxlcalkxi storage, delivery, orectlan ara wacfrlg or trusses and tuts systems. seeANSI/tPI I CuaOfy Criteria. DSB-69 and SCSI Building Component Tampa. FL
33610 Satety InlotmatlonavailablefromInnsPlateInslkrie, 216 N. Lee Sfreat. Stdte 312. Adexandtkl. VA 22314.
Job Truss Truss Type Qty Ply
T12049805
WPO622 A1G Hip Girder 1 1
Job Reference (optional)
builders Flfstbource. I ampa. Plant city, hlonaa 33556 0 13U S bep I5 2U1 / MI I eK Inaustries, Inc. Fn Jan I Z I Z:5/:46 LV 1 a rage 2
ID:75SJeCQ8yQW2ilGVr5nBLly96Pw-iuw29zRmlwcg7as8lcPhVANoM9lpOalKbatU OzW5HJ
LOAD CASE(S) Standard
1) Dead + Roof Uve (balanced) Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1.4=-54, 4-7=-54, 7-10=-54, 2-9=-20
Concentrated Loads pb)
Vert: 4-164(F) 7=-164(F) 16=-339(F) 12— 339(F) 18=-111(F) 19=-1I I(F) 20=-111(F) 21=-111(F) 22-111(F) 23=-111(F) 24-61(F) 25=-61(F) 26-61(F) 27=-61(F)
28=-61(F)29=-61(F)
0 WARNING- V d(r dedga penmeten and READ NOTES ON THIS AND INCLUDED WWK REFERANCE PAGE MD7472 rev. IM34201S BEFORE USE
Deslgn vcild for use only vAlh MilelQ/ connectors. Ihls design 6 based only upon pwamelars sflowll. and isfoi an 11dlvIdual lxldirlg compornenl, not a
liuss systern. Beloio use. the lxltdlng deslgnor must verify the cg4111catAlly, of design poicanetoes and fxopedy, Incoipxote this design Into the overall bulding
design. Bracing Indicated Is to peevent Middling of Irntllvkkatl Inns web and/or ctloed inernbers only. AddilkxKil lernporary and peirnanent txaci ng M iTek' Is
always teeanated " stert101ty and to peevent collapse wlin Iloss911e poisonal I nNy and property damage. Foe genetal gtldance eegaiding Rw 6904
Parke East Blvd. Krixlcallorl, sloiage, delivery, etecllon and bracing o1 trusses and truss systems. seeANSI/IPI I Guailly Cdlmla, OSS-69 and SCSI Building Compon*nt Tampa.
Fl. 33610 SafetyInformationavcd<"e from Inns Rate Institute. 218 N. Lee Street. Sulto 312, Alexmida. VA 22314.
Job Truss Truss Type Oty Ply
T12949806
WP0022 A2 Hip 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:47 2018 Page 1
10:75SJeCO8yOW 2ttGVr5nBLly96Pw-J4UOMJRP3DkXIIRKsJxw2Nv51Y6slAW UpEc2XSzw5Hl
i •0.0, 5.8-11 23 0 0 14.0.0 19.0-0 22.3 5 28.0.0 29.0.0
1 •QO 5 8 11 3-35
I
5 0 0 5 0-0 3.3 5 5.8.11 ' 1.0.0
Scale = 1:48.9
4x6 =
3x4 4x6 =
4 5 6
3x6 =
14 - _
3x8 =
4x6 =
3x8 =
LOADING (psf)
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 FBC2014/TP12007
CSI.
TC 0.45
BC 0.93
WB 0.25
Matrix-SH
DEFL.
Ven(LL)
Vert(TL)
Horz(TL)
in (loc) Well L/d
0.17 10-12 >999 240
0.48 10-12 >699 180
0.10 8 n/a rVa
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = 20%,
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (Ib/slze) 2=1087/0-3-8, 8=1087/0-3-8
Max Horz 2=58(LC 12)
Max Uplift 2=-278(LC 8), 8=-278(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2104/1265, 3-4=-1846/1103, 4-5=-1681/1057, 5.6- 1681/1057, 6.7=•1846/1103,
7-8=-2104/1265
BOT CHORD 2.12=-1052/1894, 10.12=-979/1877, 8- 1 0=- 1061/1894
WEBS 3.12=-282/313,4-12=-254/508, 5-12=-342/220, 5.10=•342/220,6-10=-254/508,
7-10=-2821313
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=3.0ps1; h=151t; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) 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 buss 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 278 lb uplift at Joint 2 and 278 lb uplift at
joint S.
Q wARNINO - VMry deOgn paremetere and READ NOTES ON MIS AND INCLUDED MIREK REFERANCE PAGE MB-7473 rev. raM MIS BEFORE USE
Design vdld for use orgy with Mllok®corvxKNors. This design Is based only upon parameters shown. and Is fot on trWlv1dival buildingComponent. ref a
truss systarn. Before use. The building designer musl vedN Ile applkbabillty, of design p atamelors and property Incorporate Ih6 design Into Tie overall bUc9ng
design 9rachg Indicated Is to twcldbrg of bdly wA nuns web arVJ/or chotcl members only Adclllkbnel lampotaryand Permanent bracing MiTek' prevent Isalways
required for stablllly and To ptevenl collopse Win possible personal hl<ay and property damage. for general guidance regondng the fabrlcallon, storage,
doltveny. erectlon cad braChg of [times and tams systems. socANSI/fPl I Quality criteria, Os8-a9 and BCSI Building Component 6904 Parke Easl Blvd. Tampa. FL
33610 Safety InformationavcaablefromTrimsRatebsstifrrie. 218 N. lee Street. Sidle 312. AlexarxMo. VA 22314.
Job Truss Truss Type Oty Ply
T12949807
W PV022 A3 Hip 2 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566
4i1
Sx8 =
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:48 2018
I D:75SJeC08yOW2ilGVr5nBLly96Pw-nG2oaIS 1 gXsONt0XO t S9abSGhyYOUaCd2uMb3
0.0 1 22.9.13 28.0.0 29
ul-48
Scale a 1.48.9
3x6 =
11 r` ry
3x6 =
2x4 II 3X4 =
3x4 — 3x8 = 2x4 II
LOADING (psf)
TCLL 20.0
TCOL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No.3
SPACING- 2.0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014ITP12007
REACTIONS. (lb/size) 2=1087/0.3.8, 7=1087/0-3-8
Max Horz 2=-70(LC 13)
Max Uplift 2=-273(LC 12), 7=-273(LC 13)
CSI. OEFL. in (loc) Well Ud PLATES GRIP
TC 0.50 Veri(LL) -0.11 12 >999 240 MT20 244/190
BC 0.55 Vert(TL)-0.2812-13 >999 180
W B 0.42 Horz(rL) 0.10 7 rVa n/a
Matrix-SH Weight: 136 ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 5.6-10 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 23= 2213/1314, 3-4=-1669/1033, 4.5— 1492/1016, 5-6=-1670/1033, 6.7=-2213/1314
BOT CHORD 2.13=-1105/1986, 12-13=-1105/1986, 10-12— 718/1492, 9-10=-1118/1985,
7-9=-1118/1985
WEBS 3-12=-542/429, 4-12=-115/372,5-10=-114/372, 6.10=-541/429
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=4.2psi; BCDL=3.Opsf, h=15f1; Cat. 11; Exp C; Encl.,
GCpi=0.18: MW FRS (envelope) and C-C Eldedor(2) 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 gnp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a five 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 273 lb uplift at Joint 2 and 273 lb uplift at
joint 7.
Q WARNING - Ve ft dedgn pammefmo end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Ma7473 rov, 1002MIS BEFORE USE
Design valid for use only with Mllek® connectors. lhh design Is based only upon rxnameters shown. and Is for on Individual building component. nor
a truss system. Whore use. the txNNng designer must vedfy the aIXAIc:dtllN of design parameters and rxopoly I ncoq)orale this design Into the over,.
btAc ing design. Bracing indicated Is to buckling of Irxllvldti l truss web and/or chord members orgy. Additional lempaary end permanent tracing MiTek' prevent
S dwoys ie%&od fort stcdAityaKl to revent coltg)se wllh p>os*Ae personcd k*jry and rxoperty danoge roi genefal gUtlance regarding the tk
6904ParkeEast Blvd robilCalicn . storage, deltvery. erection and bracing of uusses and truss systems. s0eANSI/1PI I Quality Criteria, DS8.89 and SCSI BulWing Component Tenge.
East 0 SafetyInformationavdlatMefromtrussPlateInslikle. 218 N. too Streot. Wife 312. Alexandria, VA 22314.
Job Truss Truss Type City Ply
T12949808
W P0022 A4 Hip 2 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:67:49 2018 Page 1
ID:75SJeCCi8y0 W2rlGVi 5nBLly96Pw-FTcBn7Tlbr_F_ 1 bjzkzO7o?02Mt8D7omHY58bLzw5HG
1.0.0, 7-7.12 13.0.0 15.0.0 20.4.4 28.0.0 29.0-q
I00 7-7.12 5.4-4 2.0.0 5.4.4 7.7.12 1OO
Scale = 1:48.9
4x6 =
4x6 =
3x6 =
ii id to n 3x6 =
2x4 11 3x4 = 2x4 11
30 = 3x4
LOADING (psf)
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 FBC2014lrP12007
CSI.
TC 0.68
BC 0.75
W B 0.52
Matrix-SH
DEFL. in
Vert(LL) 0.13
Vert(TL) -0.34
Horz(TL) 0.10
loc) Well Ud
7-9 >999 240
2-13 >990 180
7 We n/a
PLATES GRIP
MT20 244/190
Weight: 132 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 5.5.13 oc bracing.
WEBS 20 SP No.3
REACTIONS. (lb/size) 2=1087/0-3.8, 7=1087/0-3-8
Max Horz 2=81(LC 12)
Max Uplift 2=-286(LC 12), 7=-286(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown.
TOP CHORD 2-3- 2075/1243, 3-4=-1466/971. 4.5=-1297/945, 5-6=-14661971. 6-7=-2075/1243
BOT CHORD 2-13=-101 1/1840,12-13=-1011/1840, 10.12=-598/1297, 9-10=-1018/1840.
7-9- 1018/1840
WEBS 3.13=0/300, 3-12=-678/494, 4-12=-223/378, 5-10=-223/378, 6.10=-678/494, 6-9=0/300
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=15ft; Cat. II; Exp C; Encl.,
GCpl=0.18: MW FRS (envelope) and C-C Extedor(2) 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 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 286 lb uplift at joint 2 and 286 lb uplift at
joint 7.
Q WARNING - Vedly dedtin pantmefa s and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MIF74731*V. IOM31MIS BEFORE USE.
DWJM valid for use only with Mllek® connectors. nits design S based only upon pasamelers shown, and Is lot an Indfuld ual building component, not
a truss system. Before use. the building designer must verity the oprxlcalbilty of design p UrOmelOIS and property frncorp)ofate fffk design Into the overall
bxAdlrg design. Bracing Indicated Is to budding of lrvJ ltKA truss web card/or chord members only. AtlN11onal temporary and permanent bracing M iTek' Ixevenl
Is always required for stablllly and to Ixevent collatxe with possible porsonco WW aW pxaxiM damage. for geno" guidance tegardlrg the
6904 Parke East Blvd. fabxlcalbn, storage. dolNery, erection and btaci ng of truces and Irtm systems. soeANSp/IPI I Quality Criteria, DSS-69 and SCSI Sulldtng Component
Tampe. FL 33610SafetyInformationavalloblefromIncaHateInsllnde. 218 N. Lee Street. Suite 312. Alexandrlm VA 22314.
Job Truss Truss Type Ory Ply
T12949809
W P0022 AS Common 10 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1
10:75SJeC08yOW2itGVr5nBLly96Pw-FTcBn?rlbr F_lbjzkz07o?oemo8D2imHY5ebLzwSHG
1 6." 14-0.0 21-2.13 28.0.0 29 0
1-0-0-
0-0,
6.9.3 7.2.13 7.2.13 6-9.3
9_0000,
5.00 j 12 4x6 =
Scale: 1/4'_ V
3x6 =
3x4 = 3x6 = 30 =
3x6 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Wait Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 2-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.61 2-12 >543 180
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 8 n/a rVa
BCDL 10.0 Code FBC2014frPI2007 Matrix-SH Weight: 123 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3.5.3 oc puffins.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1087/0.3-8, 8=1087/0-3-8
Max Horz 2=87(LC 16)
Max Uplift 2=-292(LC in e= 292(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2078/1321, 3.5=-1777/1148, 5-7=-1777/1147, 7-8=-2078/1321
BOT CHORD 2.12=-1102/1873. 10-12=-570/1221, 8.10— 1109/1873
WEBS 5.10=-327/598, 7-10=-435/466, 5-12=-327/598, 3.12=-435/466
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=151h Cat. II; Exp C; Encl ,
GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) 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) 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 20.0psf 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 = 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at
joint 8.
0 WARNING - Verify design Pemnoters and READ NOTES ON THIS AND INCLUDED AII1EK REFERANCE PAGE MI1-7473 rev. 144111,20IS BEFORE USE.
Dosigin vc9ld for use only with MI lek® conneclas. Ms deslgin B basod only upon paameters shown, and Is foi m Individual building componenl, rat
o buss system. Boforo uso. the building designer must verity the oWicabUlty of doslgn pcaamelefs and propoily 4scorlxxote this design Into the ovoraii
txBc9n0 (kWUn. Bracing Indicated Is to pnovent txickfing of Incilvldrdl Inns web and/or chard moinbers only. Adalllonal temporary and permanent Ixacinq MiTek'
Is always required for stability and to pnevonl col1gbso with possible personal hpay and pnopely damage. Fat general guidance raUadng line
laLdcalbn, storage, delivery, erection and biocinlg of trues and Inm systems soeANSI/IPI I Quality Criteria, DS649 and SCSI Building Component 6904 Parka East Blvd.
Safety Indormallon available from lmm Rate institute. 218 N. Lee Stroel. Suile 312. Alexa><1rks. VA 22314. Tarnga, FL 33610
Job Truss Truss Type Oty Ply
T12949810
WPOD22 A6 Root Special 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 a.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:50 2013 Page 1
I D:75SJeCQByQW 2ilGVrSnBLly96Pw-1192?LUHM866cBAvXSUdIOXVnmSsyT W wVCii7nzw5HF
555-.14
2.
0 19.0.0 22.3.5 28-0.0
81.
14
011..
0000113.IN0 9.0•Q 7.4.
0 3-3-S S-8-11 1.0-00 4x6 = 543C6 =
06 =
Scale = 1:
49.7 3x6 = 13
12
1p 3x6 = 2x4
11
3x8 = 4x6 = 3x8 =
LOADING (
pst)
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 FBC2014/
TP12007 CSI. TC
0.
91 BC 0.
91 WB 0.
49 Matrix-SH
DEFL. in
Vert(LL) -
0.16 Ven(rL) -
0.45 Horz(rL)
0.10 loc) Weil
Ud 8-10 >
999 240 8-10 >
744 180 8 We
We PLATES GRIP
MT20 244/
190 Weight: 134
lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD
20 SP No.2 BOT CHORO Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 2x4
SIP No 3 WEBS 1 Row at midpt 5-10 REACTIONS. (Ib/
slze) 2=1087/0.3.8, 8=1087/0-3-8 Max Horz
2=66(LC 12) Max Uplift
2=-268(LC 12), 8=-318(LC 13) FORCES. (lb) -
Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD
2-3=-2091/1233, 3.4=-1711/1086, 4-5=-1700/1114, 5.6- 1699/1085, 6-7=-1858/1127, 7-8=-
2097/1271 BOT CHORD
2-13- 1004/1857. 12-13=-1004/1857, 10.12=-957/1837, 8- 1 0=- 1066/1887 WEBS 6-
1 0=- 172/461, 7-10=-249/282, 4.12=-855/1293, 5-12- 932/679, 3.12=-466/385 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.
18; MW FRS (envelope) and C-C Extedor(2) 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 O0L=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. 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 2 and 318 lb uplift at joint S.
Q WARNING .
yedly daeryn Parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M9.7479 rev. I&DIMIS BEFORE USE Design vdl
d for use only with Mltek6 connectors. this design is based only upon padaneters shown. and Is for on Individual building component. not a truss
system. Before use. the bJkArlg designer must verity the appllcablity of design parameters and propedy Ileorpaote this design Into the overat btldng design.
Bracing Indicated Is to bucldlrly of Iridivi dual Iruss were and/ot chard inernbers only. Adddlloncil temWary ands petmarwni b rocing MOW prevent Isalways
tecl lted for stability and to prevent cellgbso Win possOra pa isonal Inliay and lroperiy, damage. For genera guldalco iogarding ring 6904 Parke
East Blvd. kribricatim sarage, delivery. erection and bracing of trusses and nuns systems seeANSI/iPI 1 Quality Criteria, OSS-89 and SCSI Building Component Tampa. FL
33610 Safety InformationclvalablefrommussPisteInstitute. 218 N Lee Stroet. Sulle 312. Alexandria. VA 22314.
Job Truss Truss Type Oty Ply
T12949811LbReferenceWP01022A7GRoofSpecialGirder11
optional)
Builders FirstSource, Tampa, Plant City, Florida 33566
4z6 =
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:51 2018
Scale = 1.50 8
3x6 =
10 10 ro " I I
3x12 MT20HS C
2x4 11 Sx8 = '
4z10 MT20HS =
3x8 = 7x10 = 20 II
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 068 Vert(LL) 0.26 13-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.59 13-15 >561 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 161 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-10 oc puffins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid celling directly applied or 7-11-15 oc bracing.
WEBS 20 SP No.3
REACTIONS. (Ib/slze) 2=1554/0-3-8, 9=2469/0.3.8
Max Horz 2=66(LC 12)
Max Uplift 2=-425(LC 8), 9=-770(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2.3_ 3312/875, 3.4=-2948/863, 4.5=-2932/849, 5.6— 5068/1562, 6.7=-5069/1562,
7-8=-5548/1744, 8.9=-5623/1734
BOT CHORD 2-16=-783/2987, 15-16— 783/2987, 13-15=-1275/4610, 12-13=-1535/5202,
11-12=-1544/5140,9-11=-1544/5140
WEBS 3-15_ 422/218, 4-15— 585/2068, 5-15=-2551/851, 5-13=-285/710, 7-13=-484/610,
7.12=-602/1986
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. 11; 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.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 425 lb uplift at joint 2 and 770lb uplift at
joint 9.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at
21.0-0 on top chord, and 1518 lb down and 476 lb up at 20.9.8, and 278 lb down and 114 lb up at 21-0-0 on bottom chord. The
desigrVselection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-4=-54, 4-5— 54, 5-7=-54, 7-10=-54, 2-9=-20
Concentrated Loads pb)
Vert:7=-53(B) 12=-1796(B)
Q WARNING- Veft dedgn pmaieters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0J4n rov. IOM2015 BEFORE USE.
Design valid for use only wllh Mllek® connectors. this design Is based only upon pararneters shown, and Is lot an Irxltvidual building component, not
a truss systern. Before use. the IxAdng designer must vedfy the applicability of design Itametors and properly Incoff"ate this design Into the overall
building design. Bracing Indicated Is to buclding of Individual truss web and/or chord rnembers only. Additional temporary and petincnwnl bracing MOWprevent
Is always required lot stability and to prevent collapse with 13OSSIAO personal tnpw and property damago. for general guidance togarding the 6904 Parke East Blvd. fatxicatbn, slotago, delivery, election and tracing of Busses and trust systems seeANSI/TPI I Quality Criteria, OSB-89 and SCSI Building Component Tarripe, FL 33610SafetyInformationavaltablefrombussRateInxtltute. 218 N. Lee Sneol, Suite 312, Alexandria. VA 22314.
Job Truss Truss Type Oty Ply
T12949812
WPOO22 B1GE Common Supported Gable 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57.52 2018 Page 1
ID:75SJeCO8yQW 2ilGVt5nBLly96Pw-g2HJPOVXumMgsVKII1W 51Rd21Z2gQU2DzW KpCgzw5HD
1.0.0 , 10.4.0 2"-0
1.0.0 10.4.0 10.4.0 '
Scale a 1:36.1
06 =
b
3x4 -
22 21 20 19 18 17 16 15 14 13 3x4 -
3x4 =
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.08 Vert(LL) 0.00 1 Nr 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 1 Nr 120
BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a Na
BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 96 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
OTHERS 2x4 SP No 3
REACTIONS. All bearings 20-8-0.
lb) - Max HorZ 2=72(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 19, 20. 21, 22, 16. 15, 14, 13
Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21. 22, 16. 15, 14. 13
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 6-0-0 oc puffins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Ops1; h=151t; Cat. 11; Exp C; Encl.,
GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/f PI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 2, 19, 20, 21,
22, 16, 15, 14, 13.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. 2.
0 WARNING - VaAfy das/yn paramatare and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11-7479 rev. rdt &WIS BEFORE USE.
Design valid for use only Win MIIcAS cofneclois. Ihls design Is based only upon parameters Mown, and h tot an Irndlvld al building component. not
a truss system. Below use. the building designer must verily the alAAcablity of design parameters and rxoperty Incorpxxate this design Into the overall
building design. Bracing indicated 1s to bucatng or IndNktual truss web anal/or chard members only. Addillona l temporary and pemynenl bra MiTekrxevent _Ing
It always required for stability and to rxovent co0q)se wllh possible personal Injury and (xoperty dannage. For genettl guidance regarding the 6904 Parka East BlvdIalxkballon, storage, delivery, erection and bracing of Musses and muss systems. seeANSI/1P1I Quality Criteria, OSS-69 and SCSI Building Component
Tarrpa. FL 33610SafetyIMoamatlonavtlkdrefromtrussPlateInstitute, 218 N. Lee Sheet. Salto 312. Alexandria. VA 22314.
Job Truss Truss Type Qty Ply
T12949813
WP0022 82 Common 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:53 2018 Page 1
10:75SJeCQ8yOW2ilGVi5nBLly96Pw-8EihdMW913VhTevUCa 1 KHe98BzFr9vNMCA3Mk6zw5HC
i •0-0 5.1.9 10-4.0 15-6.7 20.8-0
1-0 0 5-1.9 5-2.7 5.2.7 5.1.9
s
Scale = 1:34.9
4x6 =
3x6 = 3x4 = 3x4 = 3x4 = 3x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING- 2-0.0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014/TP12007
REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8
Max Horz 2=72(LC 12)
Max Uplift 6=-197(LC 13), 2=-223(LC 12)
CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190
BC 0.57 Vert(rL) -0.24 6-7 >999 180
WB 0.17 Horz(rL) 0.05 6 n/a n/a
Matrix-SH Weight: 90 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4.5-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-1501/956, 3.4=-12821832, 4.5=-1296/842. 5.6= 1525/974
BOT CHORD 2.9=-811/1347, 7-9=-435/901, 6-7=-830/1374
WEBS 4.7- 242/435, 5-7=-326/347, 4-9=-225/415. 3-9=-309/333
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.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterlor(2) 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) 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 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 100lb uplift at joint(s) except 01=1b)
6=197, 2=223.
Ig
0 WARNING. V*dy doslyn parenmfoe and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1107473 rev. 16022015 BEFORE USE
Design valld tot use only wlm Mllek®conneclors, lids design Is Ucnod only upon pmcanolets shown. and Is for an indkkhial bul ding component, not
a Russsyslein. Befoto use, the txdidlng deslgrwt roust verity Iho g1l,lbat:Yily of cWgn lxeatnetets cord ptopedy Incot otctlo Ihtsdesign Inlo Ito overall building design.
Bracing indicated Is to prevenl Ixicalrlg of lndivkluad truss web and/ot chord meinbets only. Adcftllorxd leinpofory a xi permanent bracing MOW is always
ieguiiod kx stalAlty and to pievenl collgxse with possUe peisorwl Imlay aid property damage. rot general guidance toga ding the k bricallm
storage, delivery- eroctkxl arK1 lxacing of misses and Imss systems, seeANSIAPl1 Quality Criteria, DS6-89 and SCSI aumng Component 6904 Parke East Blvd Safety Irdormallon
avallablo Irom Inns Rate Ir hula. 218 N. Lee Stroel. Suite 312. Alexcindtla. VA 22314. Tarrpo, FL 33610
Job Truss Truss Type Qty Ply
T12949814
WP0022 83 Common 1 t
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:54 2018 Page 1
ID:75SJeCQ8yQW 2ilGVr5nBLly96PwcOP4giXoQNdYSoUhmHZZgsiJxNb4uMdW QgpvGYzwSHB
1-0.0 5.1-e 10.4.0 15.6.8 20.8.0
1-0-0 5.1-e 5-2.8 5-2.8 5.1.8
Scale = 1:34.9
4x6 =
g
3x6 = 30 = 3x4 = 30 = 3x6 =
7.4.9 15.10-14 7-4.9
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Ven(TL) -0.24 6.7 >999 180
BCLL • 0.0 Rep Stress Incr YES W B 0.17 Horz(TL) 0.05 6 We (Va
BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 90 lb Fr = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-" oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.4.11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0.3-8
Max Horz 2=72(LC 16)
Max Uplift 6=-197(LC 13), 2=-223(LC 12)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1502/957, 3.4=-1282/831. 4.5=-1296/842, 5.6=-1525/974
BOT CHORD 2-9=-811/1348, 7.9=-435/901, 6.7=-831/1374
WEBS 4-7- 242/435, 5-7=-326/348, 4.9=-224/415, 3-9=-309/334
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=3.0psl; h=15ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b)
6=197.2=223.
Q WARNING - Verify design parametare and READ NOTES ON THIS AND WCLUDED NITEK REFERANCE PAGE MO.7473 rev. 1403NOIS BEFORE USE.
Design valkl for use only Win MlleM conneclots. Ink design is lamed only upon paameters shown, and is lot an Individual building component nol
a buss syslan. Belote use, Ile building designer i nusl verily Ile a)lAlca11Glly of design patainetets and Ixopoily lncorlwiato this design Into Ile overall
b ulding design. Braettg Indicated Is to ptevent budding of Individual truss web and/ot Chad members orgy. Addlilorwl lernporary and permanent tracing M iTek'
is c9ways trxa8ed lot stability and to prevent coital with possllAe persortm tipsy and Ixolxefty damage. Cat genaal guidance regarding the
6904 Pepe East Blvd. xicallon, staooe. delivery, eiacllon and bracing of Misses and truss systenr- seeANSI/IPI I Qualify Criteria, OSS-89 and SCSI lulkling Component
Tampa, FL 33610SafetyINormaBonavailablefromInmPlateinstitute. 218 N. Lee Street Sulle 312. AlexarxlrkL VA 22314
Job Truss Truss Type City Ply
T12949816
W POO22 64 Common 1 1
Job Reference (optional)
13WI0efs Firslsoufce, I Bmpa, Plant trty, Florida 33b66 6.13U 6 Sep lb Zul / Mr I eK mousmes, Inc. Fff Jan 1Z iz:br:bb zul6 rage 1
ID:75SJeCQ8yQ W 2itGVrSnBLly96Pw-4dzS22Y0AhIPly2lK?4oM3FUhnxJdpstfULTp?zw5HA
1.0.0 5.1.8 10.4.0 15.6.8 20.8.0
1.0-0 1 5-1 -a 5.2.8 5-2.8 5-1.8
Scale = 1.34.0
4x6 =
3x6 = 3x4 = 3x4 = 3x4 = 3x6 =
7.4-9 15.10.14 17.4-9
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.08 6-7 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) 0.24 6-7 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 901b FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
SOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 6=755/Mechanical, 2=821/0.3.8
Max Horz 2=72(LC 16)
Max Uplift 6=-197(LC 13), 2=-223(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 2.3=-1502/957, 3-4=-1282/831, 4-5=-1296/842, 5-6=-1525/974
BOT CHORD 2.9=-811/1348, 7-9=-435/901, 6-7=-831/1374
WEBS 4.7=-242/435, 5-7— 326/348, 4-9=-224/415, 3.9— 309/334
Structural wood sheathing directly applied or 4-5-8 oc puffins.
Rigid ceiling directly applied or 6-4.11 oc bracing.
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=151t; Cat. II; Exp C; Encl..
GCpi=0.18, MW FRS (envelope) and C-C Exterior(2) zone; cantlfever fell 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 20.0psf 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.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Ot=lb)
6=197.2=223
0 "RNWG - VM/y doafyn puamotm and READ NOTES ON MIS AND INCLUDED MnEK REFERANCE PAGE 41411-7479 rov. fMMIS BEFORE USE.
D"M vUtd for use only with AAllek0conneclors. hits des1M Is based only upon Ixiramotersshown. and is (of an Individual building component, not a Kira
systof n. before use. Ilia building dosignel must vedfy Ilse appticabGlfy of design rxearrlelersaril rxoporly incofporale M doslgn Into Ilia ovefalI btMdrtg design. Bracing
Indicated Is to Wevenl bucklktg of Ir cilvid Kl Inrss web and/or chord mernbers only. /ukBllorwl tornrwrary and perrnarant bxactrtg M iTek' is always tegflted
tot stability and to Ixovonl collatim with possible pefsatal trVfay and Ixope" domogo. For general guldatco regarding the 6904 Pedro East
Blvd. fabrication, storage. dellvory, erection and bxocktg of Inraes and lass system seeANSI/IPI I Qualify CdfNdo, OSB-69 and SCSI Building Component Tartpe. FL 33610
Salety INormallon availablefromtrussRatek,40kle. 218 N. Lee Street. Stile 312. Alexandria. VA 22314.
Job Truss Truss Type Oty Ply
T12949816
WP0022 CJ1 Jack -Open 6 1
Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mil ex industries. Inc. Ffi Jan 12 12:57:55 2018 page 1
ID:75SJeCQ8yQW 2itGVr5nBLIy96Pw-4dzS22YQAhIPly2tK?4oM3FZUn32drAllUZTp?zwSHA
1 0 0 1-0.0
1•o-0 1.0.0
Scale = 1:6.5
2x4 =
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 2 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(rL) 0.00 2 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matnx-P Weight: 5 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0.3.8, 4=10/Mechanical
Max Horz 2=30(LC 8)
Max Uplift 3=-4(LC 13), 2=-66(LC 8)
Max Grav 3=12(LC 8). 2=121(LC 1). 4=19(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 1-0.0 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=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 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 = 0%
3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girders) 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.
Q WARNWO - VeNy dedon paremetors and READ NOTES ON THIS AND INCLUDED N?EK REFERANCE PAGE NB-7479 rw. I603MIS BEFORE USE.
Design valid for rise orgy with WoM connectors. 1rgs de9M Is Lased only t4»n parameters Mown. and 6 for an individual landing component, not
a truss systom. Before use. ito buldktg deslprwt must vortry, the alxxlccdAlty or design parameters and property Incorpoiale th6 closign inlo Ito overall
br®cAng cknlgn. tracing Indicated Is to pevenl txicaing of IndMcJrlal from web aril/or chord metntx rs orgy. ACJ 1110 tai lempotcxy aril pier wmril txacing MiTek'
Is always tocplred tot stclAity and to pievonl collolxe wlln p r"o personal k*uy and Ixoperty damage. For general guidance regarding the
lablicallon. storage, detiveM erection and Lxactng of truism oncf fr m systems, seeANSI/TPI l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avolkaxe from truss Rate thsllkle. 218 N. Lee Street..Wte 312. Alexan ift VA 22314. Tampa. FL 33610
Job Truss Truss Type Oty Ply
T12949817
WP0022 CJ3 Jack -Open 6 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1
I0:75SJeCQ8yOW 2ilGVr5nBLly96Pw-YpXgFOY2x_lFK6d3uib 1 vHnkkB02MIhousIOLRzw5Hg
1.0.0 3.0.0
1.0.0 3-0.0
Scale = 1.10.8
2x4 =
3-0.0
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC oil Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 125 BC 0.09 Vert(rL) -0.01 2-4 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 IVA Na
BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 3=63/Mechanical, 2=178/0-3.8, 4=28/Mechanical
Max Horz 2=59(LC 12)
Max Uplift 3=-46(LC 12), 2=-63(LC 8)
Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind ASCE 7-10; Vult=l40Mph (3-second gust) Vasd=108mph; TCDL=4 2psh BCDL=3.Opsf; h=15ft, Cat. 11; Exp C, Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 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 gnp DOL=1.60
2) The Fabrication Tolerance at joint 2 = 0%
3) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
Q WARNING- Veiny deafen penmeren and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M .7473 rev. I&OV2016 BEFORE USE.
Design valid for use only witil Mllek0 connectors. ihls design Is based only upon Ixiramelen shown. and Is lot an Indh4dual "ding component. not
a truss system. Beloo use. the Wading designer must verity the oplxlcafAIty of design paraineteis and rropeny, Incolxxote this design Into the overall
bWding design. Bracing InUlcated Is to prevent txtalaino of IndNkWal tuns web and/or chord mernbben only. Adc91bnal temporary and permanent bracing M iTek'
Is always required to stability and to prevent collalxe wBh possible personal Injury and property damage rot general guidance regarding the
6904 Perko East BlvdfaLrk:allm storage, dellvery, erection and maclflg of trusses and truss systems, seeANSI/IPl1 Quality Cdlerla, OSS-89 and SCSI Building Component
Tampa. FL 33610SafetyInformationavalrabrefromln6sRateInsillute, 218 N. Lee Street, Su lle 312, Alexandria. VA 22314
Job Truss Truss Type Qty Ply
T12949818
WPOO22 CJS Jack -Open 6 1
Job Reference o uonal
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1
ID:75SJeCQ8yOW 2ilGVr 5nBLIy96Pw-YpXgFOY2x_lFK6d3uib 1 vHnfdBL7Mlhou810LRzw5H9
1.0-0 5.0.0
1.0.0 5.0.0
Scale = 1:14.9
2x4 =
5-0-0
LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.28 Ven(TL) -0.08 2-4 >727 180
BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a Na
BCOL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc punins.
BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=122/Mechanical, 2=247/0.3.8, 4=48/Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-84(LC 12), 2=-67(LC 8)
Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3)
FORCES. (Ib) - 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.Opsf; h=15ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 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 = 0%
3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.0psi 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) 3, 2.
Q WARNING . Vedly design parameter end READ NOTES ON THIS AND INCLUDED MN EK REFERANCE PAGE M47413 rev. f40Y20IS BEFORE USE.
Design valid for use only Win Mliek® connectors this design Is based only tq)on parameters shown. and Is lot an Indh4clu d building component. not
a truss systant. Before use. the building dosignei must verify the aixAlcob9lty, of design patarnelers and popery Incorpotale nds design into the overall
building doskin. ®acing Indicaled is to buclddlg of lndNkkKd truss web and/or chord members only Additional lernporory and permanent bracing MiTekrAevent
6 always tocludred for stablIlly and to lxovonl collgx e w11h possIlAe personal IriAay and propertyerty damage. for general guidance iogarding hie
fabrication storage. dollvery, eiecflon and tracing of Inisses and trusss, setrusssystemeANSI/TPII Quality Criteria.OSS-69 and SCSI Building Component 6904 Parke East Blvd. Te ark East0nVSafetyImarmationavcllablefromInnsRateInstitute. 218 N. lee Street. Sr/le 312. Alexandria. VA 22314.
Job Truss Truss Type Oty Ply
T12949819
W P0022• EJ7 Jack -Open 8 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:57 201 a Page 1
ID:75SJeCOSyO W 2itGVr5nBLly96Pw-O75CTkZgil76yGCFR06GSUKmJadl51xy6o2a(tzw5H8
1.0-0 7.0-0
1.0.0 7.0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In Ioc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(L-) 0.12 2.4 688 240
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(rL) 0.26 2-4 308 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 3= 1 65/Mechanical, 2=318/0.3-8, 4=81/Mechanical
Max Horz 2=122(LC 12)
Max Uplift 3=-104(LC 12), 2=-83(LC 12)
Max Grav 3=165(LC 1), 2=318(LC 1). 4=125(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:18 8
PLATES GRIP
MT20 244/190
Weight. 23 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins.
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=4.2psf, BCDL=3.Opsh h=15ft; Cal. 11; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2 except 61=1b)
3=104.
0 WARNING • Vedry desgn pamnietwe and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Af0.7479 rev. 1&02 eIS BEFORE USE.
Design vdkl lot use ordy with MlleW conneclots R*Ck-JM is 1xaed oniy rr11on paranaters shown. and is for a1 Individual building component, not
a buss system. Beforo aso. the IxlldlrKl dedgner must vodfy Me as)OIcabllty of design pmornelats and Ixoperly tncorpaalo this design Into the ovetall
txdlding design. ®acing Indicated Is to twcalrlg or IrlcflvkltKA truss web and/or chord rnernbers x4y. Addlllor" lefnWary cnd rwrrncxont bracing MOWraevent
Is always squired for stability onld to Ixovenl cotlgxn with possible poisonas"and Ixop erly damage. rot gonlecal guldalco regarding the
6904 Padce East 81vdIatxlcakwtslorlgo, delivery. etecilon ad brocing of trusses aril trim systems, sooANSI/TPl1 Qualify Cdledo. DS11-89 and SCSI Building Component
Tarrpe, FL 33610SafetyInformationclvdlablefromlrmRateIrislifrde, 218 N Lee Street. Suite 312. Alexandiks. VA 22314.
Job Truss Truss Type Oty Ply
T12949820
W P0022' EJ7G Jack -Open Girder 1 2 Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MI I eK Industries, Inc. t-n Jan 12 1 z:57:58 z018 rage 1
I D:75SJeCO8y0 W 2ilGVrSnBLly96Pw-UCeag4alTc7zaOnS77dV_Is_Z_YgBw5LSn7PKzw5H7
3.8.2 7.0.0
3.8.2 3-3.14
2x4 II
2x4 II
Scale = 1:21.1
7-0.0
Plate Offsets (X,Y)-- 11:0-3-1,0-1-81
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) -0.11 1-3 >716 240 MT20 244/190
TCOL 7.0 Lumber DOL 1.25 BC 0.47 Vert(rL) -0.26 1-3 >315 ISO
BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(rL) 0.00 n/a Na
BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight. 63 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1167/0-3.8, 3=1538/Mechanleal
Max Horz 1=106(LC 23)
Max Uplift 1=-31O(LC 8), 3— 456(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows:
Top chords connected as follows: 20 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9.0 oc
2) All loads are considered equally applied to all plies, except It noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. 11; 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
4) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, Joint 3 = 0%
5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.OpsI 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) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=310, 3=456
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 217 lb up at
2.0-12, and 735 lb down and 217 lb up at 4-0-12, and 737 lb down and 215 lb up at 6-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-2=-54, 1.3=-20
Concentrated Loads Qb)
Vert: 4=-735(F) 5_ 735(F) 6=-737(F)
Q WARNING- Verily dar/gn param ims and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE M/7479 rev. I&W,20/5 BEFORE USE
Design valkl tot use only with Mllek® connectors. lnls design 8 based only upon {xaamoters Otown, and Is let an Individual Wldln0 component, not
a trusssystem. &:tote use. lho IxdKing designer must verily the oprAlcabllly of design paianetets and ptoperfy lncoq)arafo W t deslgn Into Ile overall txYd
design. Bracing IrWlealed is to budding of individual lium web and/or chord rnernbers only. AUd illon al lernporary and permanent tracing MiTek' rvjpreventIs
always tegJned for stability and to Ixovonl collapse wllh possible personal Irylay and Ixopenty damage. For genetal guidance regarding the 6904
Parke East Blvd. fabricationstorage. delivery, etection and bxaclnU of titmas attd mra sysWi its. soeANSI/FPI I Quality Criterla, OSS-89 and BCSI Building Component Tampa,
FL 33610 SafetyInformationavailablefromTrussNatetns81u1o, 218 N. Lee Street. Su lle 312. Alexandria. VA 22314.
Job Truss Truss Type Oty Ply
T12949821
r
W P0022 EN 1 GE GABLE 2 1
Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:58 2018 Page 1
10:dZtYOHLaalAtc__6cUS?Fa5z4Ss9-UCeag4al Tc7zaOnS?7dV_Is4s_53gBJ5LSn7PKzw5H7
1.0.0 2.10-0 4-10.0 610.0
1.0-0 2-10-0 2.0-0 2.0.0
Scale = 1:15.6
2x4 II
5
2x4 = 2x4 II 2x4 II 20 II
2.10.0 4-10.0 ti 10.0
2.10.0 2-0-0 2.0.0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 1 rVr 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) 0.00 1 rVr 90
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a IVA
BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 27 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3'Except' BOT CHORD
5-6: 20 SP No.2
REACTIONS. All bearings 6-10-0.
lb) - Max Horz 2=92(LC 9)
Max Uplift All uplift 100 Ib or less at joint(s) 6, 2, 7, 8
Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 6.0-0 oc punins,
except end verticals.
Rigid telling 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.Opsf; h=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2.0.0 oc.
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.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 100lb uplift at joint(s) 6, 2, 7, 8.
Q WARNING - Vedly design Parameters and READ NOTES ON THIS AND INCLUDED NMI( REFERANCE PAGE MR-7473 tov. 16,031015 BEFORE USE
Design vdkl for use only Win 141eW connectors. This design It gasod ordy upon t>mametters shown. and Is for on Individual b uldlnD componenl, nol
a truss system. eetau use. the bxAdkv desionei must verity, lie applicotAlly of design Iwrameteis and prol e ly kncorpofale this design into lie ovetali
txAding design. Brac ng Indicated Is to budding of IndNkRKA truss web and/or chord membets orgy Additional lemrxxaiy and petmanenl Ixocing MiTek' lxevenl
is always tecttlretd tot stabllty and to Ixevent collaixe with posslAo personal Injury and Ixoporly damage. ra geretai guidance tegardfrng me
6904 Parke East Blvd. talxlealbrL storage, delMery, erection and txacing of Misses and hits systems. seoANSI/TPI I enmllty Cdtetlo, DS649 and SCSI Building Component
Tampa. FL 33610SafetyINormalanavdlalAefromtrussPlateInslRde, 218 N. tee Streel. St/le 312, Alexandria, VA 22114.
Job Truss Truss Type City Ply
T12949822
W P0022 EN2 Monopitch 10 1
Job Reference (optional)
Builders F1rslS0urce, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 MITeK Industries, Inc. Fri Jan 12 1z:b/:59 201It rage 1
I D:dZIYOHLaatAtc_8cUS7Fa5z4Ss9-zOCzlQbwEvFgBZMeZi8kXvP5aOlyZeRFa6Xgymzw5H6
1•a0 6.6.8 6.10.0
1.0.0 6.6-8 '0.3-B
2x4 11
3
21i4 = 4 2x4 11
LOADING (psi) SPACING- 2-0.0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71
TCDL 7.0 Lumber DOL 1.25 BC 0.52
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2014/TP12007 Matrix-P
Scale = 1:16.3
DEFL. In (loc) Udell Ud PLATES GRIP
Vert(LL) -0.10 2.4 >780 240 MT20 244/190
Ven(rL) -0.24 2-4 >312 180
Horz(TL) 0.00 4 n/a n/a
Weight: 25 lb FT = 20%
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) 4=228/Mechanical, 2=315/0.8.0
Max Horz 2=92(LC 9)
Max Uplift 4=-76(LC 12), 2=-140(LC 8)
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 6-0-0 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.Opsh h=15ft; Cat. 11. Exp C; Encl.,
GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=1b)
2=140.
Q WARNING. Vedry dodpin parnmetere end READ NOTES ON THIS AND INCLUDED Mn'EK REFERANCE PAGE MR-7473 rov. 14100212015 BEFORE USE.
Design va tid tot use only vAth Mllek9 conneclots. Inls design Is lased only upon parameters shown, and Is for an individual brBdeg component, not
a Mas system. Bcforo rrse, lho bLdng desldnet must verify the applicability of design parameters and rAopetly InCorlotulo this design kilo the overall
Indicated Is to buckling Individual Inns web and/or chord mom bets only Additional temporary and permanent txaclrg M iTe k' building design. Bracing prevent of
h always regJred tot stability and to lxevent collgbse Wirt possible personal Wiley and property damage. For general galdalco tegadng the 6904 Parke East Blvd. fab cation, storage, delivery, erection and bracing of trusses and inns systems seeANSI/IPI I Quality Criteria, DSB-89 and SCSI lulling Component Tampa. FL 33610
safety I=aSon avdlabe from hues Plate Institute. 218 N. toe Street. Sidle 312, Alexandria. VA 22314.
Job Truss Truss Type Qry Ply
T12949823
WP00224 HJ7 Diagonal Hip Girder 3 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 5 SOp 15 2011 MI I ex Industries, Inc. HI Jan I z 12:5u:uu zu 1 a rage I
ID:75SJeCQ8yOW 2itGVr5tiBLly96Pw-RamL5lbY7DNhpixg7Ylz37yMBoeLl 1 dOpmGEUCzw5H5
1.5.0 5.5-13 _ 9.10.1
1.5.0 5-5-13 4-4-3
Scale = 1:20.6
2x4 -
5.5.13 4-3.10 0-0-9
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) 0.03 6-7 999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.10 6-7 999 ISO
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a
BCOL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 40 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical
Max Horz 2=131(LC 4)
Max Uplift 4= 81(LC 4), 2=-144(LC 4), 5=-93(LC 8)
FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-784/231
BOT CHORD 2.7=-275/720, 6.7=-275/720
WEBS 3.7=0/312, 3-6=-784/299
Structural wood sheathing directly applied or 6.0.0 oc puffins.
Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh SCDL=3.Opsf; h=15f(; 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
2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.OpsI on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ql=lb)
2=144.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at
1-4.15, 64 lb down and 80 lb up at 1.4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2.15, and 53lb down
and 92 lb up at 7-0.14, and 53 lb down and 92 lb up at 7.0-14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1-4-15, 19 lb
down at 4-2-15, 19 lb down at 4-2-15, and 39 lb down at 7-0-14, and 39 lb 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 face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-4=-54, 2-5=-20
Concentrated Loads (lb)
Ven: 8=42(F=21, 8=21) 10=-91(F=-46, B=-46) 13= 39(F=-20, B=-20)
Q WARNWO - VaAry doafyn paremefera end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI11-7479 rev. f60=15 BEFORE USE.
Design valkl for use only with W lek®conneclofs. n* design Is Ixtsed only upon paaneters shown. and Is for do hc9Ndual bulding component. riot
a truss system. &Vote use. tho building desigret must varlly Ile appiicabDify of design paanoters and properly ineogxxate this design Into the overall
Is to buckling Imdlvid Russ and/ot chord members only. Addllon l leinpotary and perman tnt acaing M iTek' buildingng design. Bracing Indicated prevent of ual web
Is always recphed la skitAlly and to prevent callgbso Win possible personal"and Ixoperly damage. For general gildo nce tegading the
Iabticallm storclge, delivery, etectlon and b rocing of trusses and Irrss systems, soeANSI/Mi I Quality CNerla, OSS-69 and SCSI aulk9ng Component 6904 Parke East Blvd
Safety Information drvcDable from Iniss Plate Irutlkute, 216 N. lee Slreel. Sulte 312. Alexandria. VA 22314. Tortpo. FL 33610
Job Truss Truss Type Qty Ply
T12949824
W P0022 V3 Valley 1 1
Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 a.130 s Sep 15 2017 turf r ex industries, Inc. Fro ,ran tz t2:56:00 zuta rage i
ID:75SJeCQSyQW 2itGVr5nBLIy96Pw-RamL5lbY?DNhplxg7Ylz37yO3omXI5hOpmGEUCzw5H5
3.1-8
3-1.8
a
d
2x4 2x4 11
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) n/a n/a 999
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(rL) rda - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 IVA rVa
BCDL 10.0 Code FBC2014/TP12007 Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=82/3.0.14, 3=82/3-0-14
Max Horz 1=42(LC 9)
Max Uplift 1=-23(LC 12), 3=-29(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:9.3
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 20%
Structural wood sheathing directly applied or 3.1.8 oc puffins,
except end venlcals.
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=15ft; Cat. II; Exp C; Encl.,
GCpi=0.18: MW FRS (envelope) and C-C Exterlor(2) 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 = 01I., joint 2 = 0%, joint 3 = 0%
3) Gable requires continuous bottom chord bearing.
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.Ops( 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) 1, 3.
0 WARNWG - Verfry dWgn pamiat rt and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE AW7473 rev, IOC MIS BEFORE USE.
Design valid for use only w11h Niak®connectois. Ms design Is based only upon Ixirometers clown, and is fa an IndIhAdual building component. rot
a Buss syslein. 8otoie use, the IxBdng designer must verify IW oWica Illy of design parameters aril riiopoily ncoirwiate this design Into Ilo overall
txadng claslgn Braking Indicated Is to prevent budding o(WIvIctual truss web and/a chord members only. Ad lillonal temporary and permanent br Ing MiTek'
6 always required far slatblty and to lxevent coilaixse with possible personal Infury and plop erty damage. For general Guidance togardling the
fabrication storage. delivery, etecllon and txctclrtg o1 trusses curl truss systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information a volicible from truss Plate Institute, 218 N. Leo Street, Sidle 312, Alexanci t. VA 22314. Tanga. FL 33610
Job Truss Truss Type Oty Ply
T12949825
WRO02P V5 Valley 1 1
Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 S Sep 15 2017 Mi f ek Industries, Inc Fn Jan 12 12:58:01 201 B Page 1
10:75SJeCQ8yQW 2itGVrSnBLly96Pw-vnKjlScBmXVYRIW 1 gGBCcKU W bC3D 1 YxX 1 QOnOezw5H4
5.1.8
r 5.1.8
20 i
2x4 II
20 11
Scale = 1:14.3
LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Verl(LL) n/a Ma 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) • n/a rda 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (Ib/size) 1=156/5-0.14, 3=156/5-0-14
Max Horz 1=79(LC 9)
Max Uplift 1=-43(LC 12), 3— 56(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
Structural wood sheathing directly applied or 5.1.8 oc puffins,
except end venIcals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7.10; VU11=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsl; h=15ft, Cat. II; Exp C; Encl.,
GCp1=0.18; MW FRS (envelope) and C-C Extedor(2) 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 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 100lb uplift at joint(s) 1, 3.
0 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE M067473 rev. 1403,2015 BEFORE USE
Design volld la use only with Mlfek® connectors. Ihls design Is bated only upon p aromelers shown, and Is for an i ndlAdtal Wilding component. nol
a truss system. Before use. the bulking designer must verify the apoicabally of design rxaanieters oral Ixoperly Incorrorote It& design Ingo Ito overall
bxNdgng design. Bracing IrWIcaled Is to prevent buckling of trxlMdtxl truss web < W/or chord members only. AdW ttoncl fampotary and permanent bracing MOW
Is always tecitilrod tot stability and to prevent collopae with p ossiNe laersatm "and property domago. For general gtildonce togatdi ng 0a
fabrication, storage, delivery. erectlon and brochng of tnmes and truss systems, soeANSI/1PI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd
Safety Information avdlable from Inm Rote trullROe, 2I8 N. Lee Street, Stine 312, Alexaridrio, VA 22314. Tampa, FL 33610
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
3 " Center plate on joint unless x, y4offsetsareindicated.
6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
1 2 3 1. Additional stability bracing for truss system, e.g.
TOP CHORDS diagonal or X-bracing. is always required. See BCSI.
O_1/
ldr
c12 c2a 2. Truss bracing must be designed by on engineer. For WEBS
4 p,
wide
truss spacing, individual lateral braces themselves may
require bracing. or alternative Tor I O1
cp bracing should be considered. V
op a 0 3. Never exceed the design loading shown and never inadequately
trusses. a
a V stock materials on braced Forx
2 Orientation, locate c'C67 d p 4. Provide copies of this truss design to the building designer, erection
supervisor, property owner and 4 plates0-'
Ad' from outside BOTTOM CHORDS all other interested parties. edge of truss.
8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates
on each face of truss at each This Symbol indicates
the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of
slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE
LEFT. 7. Design assumes
trusses will be suitably protected from Plate location details
available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software Or upon
request. NUMBERS/LETTERS. 8.
Unless otherwise noted, moisture content of lumber shall not exceed
19% at time of fabrication. PLATE SIZE PRODUCT
CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports:
use with fire retardant, preservative treated, or green lumber. The first dimension
is the plate 4 x 4
width measured perpendicular ESR-1311, ESR-1352, ESR 1988 10. Comber is
a non-structural considerotion and is the responsibility of truss
fabricator. General practice 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, orientotion and location dimensions indicated ore minimum
plating requirements. LATERAL BRACING LOCATION
12. Lumber used
shall be of the species and sae, and Indicated by symbol
shown and/or by text in
the bracing section of the Trusses are designed
for wind loads in the plane of the truss unless otherwise
shown. in oil respects,
equal to or better than that specified. 13. Top
chords
must be sheathed or purllns provided at output. Use T
or I bracing spacing indicated on design. if indicated. Lumber
design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if
no ceiling it installed, unless otherwise noted. BEARING established byothers. Indicates location where
bearings supports) occur. Icons
vary but 2012 MiTekO All Rights Reserved 15. Connections not
shown ore the responsibility of others. 16. Do not
cut or alter truss member or 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. a 18. Use of green or treated lumber may pose unacceptable environmental health or
performance risks. Consult with Industry Standards: project
engineer before
use. ANSI/TPI1: National
Design Specification for Metal 19. Review all portions of this design (front back words Plate Connected Wood
Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design
Standard for Bracing. is not sufficient. SCSI: Building Component
Safety Information, MiTek ® 20. Design assumes manufacture in occordonce with Guide to Good
Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of
Metal Plate Connected Wood Trusses.
I MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
Ioi.iD Length Product Plies Net Ot BEARW6 HE16K 5GHEPLLE
FJ1 47-00-00 16" BCI 6000s-1.8 1 6
FJ2 25-00-00 16" BCI 6000s-1.8 1 6
FJ3 22-00-00 16" BCI 6000s-1.8 1 8
FJ4 21-00-00 16" BCI 6000s-1.8 2 2
FJ5 20-00-00 16" BCI 6000s-1.8 1 3
FJ6 18-00-00 16" BCI 6000s-1.8 1 2
FJ7 7-00-00 16" BCI 6000s-1.8 1 1
FJ8 4-00-00 16" BCI 6000s-1.8 1 1
BMl 21-00-00 1-3/4- x 16" UERSA-LAM 2.0 31003SP 3
Rml 16-00-00 1 1/8' x 16" TJ Rim Board 1 3 I
m
AD
Ln
28-0-0
a-1
IT
W1
In Ln
LL LL LL LL LL LL LL LL LL LL LL LL LL U. U. U.
m
co
o+
m
m
m
AD
FJ8
H3
LL
AD
ti
1
LL LLLLLLLLU. LL U. LL
BMI I j mI
cp
2u W W ,fail 1=il aril 1J W
is
1 I I
I II 11 II u HIT q II II II I
20-8-0 7-4-0
28-0-0
s
As
28-0-0
I U II II II II II n 1 n n u n ti
oil
iniiiiii iiiiiin
Hanger List
H1 HTU26
H2 HHU26-2
H3 IUS2.37/16
NOTES:
1) REFER TO HID 91(RECOMMEPDATIONS FOR
HANDLM INSTALLATION AND TEMPORARY DRACINS )
REFER TO EN61NEERED DRAWIN65 FOR PERMANENT
DRAUN6 REOURED.
2.) ALL TRUSSES (WLLUDIN6 TRUSSES UNDER
VALLEY FRAMM) MIST DE COMPLETELY
DECKED OR REFER TO DETAIL V105 FOR
ALTERNATE BMW REOLAREMENTS.
3) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED BY BUILDER
4.) ALL TRUSSES ARE DESIGNED FOR 7 oc
MAXIILM SPACING. UNLESS OTHERWISE NOTED.
5) ALL WALLS SHOWN ON PLACEMENT
PLAN ARE CONSDERED TO DE LOAD
0EARW6. UNLESS OTHERWISE NOTED.
6) SY42 TRUSSES MUST 6E D45TALLED
WITH THE TOP DEWS UP.
7.) ALL RDOF TRU55 HANGERS TO DE SIWI`SON
HTU26 UNLESS OTHERWISE NOTED. ALL
FLOOR TRUSS HANGERS TO DE SWWN
THM22 LKESS OTHERWISE NOTED
6) DEAWHEADERILWTEL (1DR) TO DE
FURNISHED BY BUILDER
SHOP DRAWING APPROVAL
M LAYOUT IS THE 50.E SOTM FOR FAMATIONOF
TIMMS AND VIES ALL PREVIOUi ARCHITECTUUL OR OTHER
111SSLATOUT5 REVIEW APO AITMALOF1%LAYOUT IMT
DE RECEIVED BEFORE ANY TIMMS ILL DE DOLT. VEM ALL
COIDInm TO RIM MANST WMES THAT WILL Mal
N EXTRA CHARGES 10 YOU
IgAnuN M-al Ant
Aryl." Af Fnt
Builders
FirstSource
Orlando
PHONE: 407.851-2100 FAX: 407-851-7111
Plant City
PHONE: 813.759.5951 FAX 013-752.11332
ER.
Starlight
R.
2260 Magellan S
AL apa"
Lot 22
I IFAry ,
10-13-17 Josh
Hanger List
H1 HTU26
H2 HHU26-2
H3 IUS2.37/16
NOTES:
1) REFER TO HID 91(RECOMMEPDATIONS FOR
HANDLM INSTALLATION AND TEMPORARY DRACINS )
REFER TO EN61NEERED DRAWIN65 FOR PERMANENT
DRAUN6 REOURED.
2.) ALL TRUSSES (WLLUDIN6 TRUSSES UNDER
VALLEY FRAMM) MIST DE COMPLETELY
DECKED OR REFER TO DETAIL V105 FOR
ALTERNATE BMW REOLAREMENTS.
3) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED BY BUILDER
4.) ALL TRUSSES ARE DESIGNED FOR 7 oc
MAXIILM SPACING. UNLESS OTHERWISE NOTED.
5) ALL WALLS SHOWN ON PLACEMENT
PLAN ARE CONSDERED TO DE LOAD
0EARW6. UNLESS OTHERWISE NOTED.
6) SY42 TRUSSES MUST 6E D45TALLED
WITH THE TOP DEWS UP.
7.) ALL RDOF TRU55 HANGERS TO DE SIWI`SON
HTU26 UNLESS OTHERWISE NOTED. ALL
FLOOR TRUSS HANGERS TO DE SWWN
THM22 LKESS OTHERWISE NOTED
6) DEAWHEADERILWTEL (1DR) TO DE
FURNISHED BY BUILDER
SHOP DRAWING APPROVAL
M LAYOUT IS THE 50.E SOTM FOR FAMATIONOF
TIMMS AND VIES ALL PREVIOUi ARCHITECTUUL OR OTHER
111SSLATOUT5 REVIEW APO AITMALOF1%LAYOUT IMT
DE RECEIVED BEFORE ANY TIMMS ILL DE DOLT. VEM ALL
COIDInm TO RIM MANST WMES THAT WILL Mal
N EXTRA CHARGES 10 YOU
IgAnuN M-al Ant
Aryl." Af Fnt
Builders
FirstSource
Orlando
PHONE: 407.851-2100 FAX: 407-851-7111
Plant City
PHONE: 813.759.5951 FAX 013-752.11332
ER.
Starlight
R.
2260 Magellan S
AL apa"
Lot 22
I IFAry ,
10-13-17 Josh
RECORD Copy
D City of Sanford
Building and Fire Prevention
Product Approval Specification Form
1 8 - 7 5 5Permit #
Project Location AddressS/211 st4rick k Leek 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-R 12 Roll
U Automatic
Other
2.
Windows Single
Hung Silverhne BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal
Slider Casement
Double
Hun Fixed
Awnin
Pass
Through Projected
Mullions
Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5
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 Shingle s 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-RlO
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 f 158-RlO
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
B_u_siness 8 Requ 31 n,
BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff BCIS Site Map Links Sear.
d_bapr Product Approval
USER: Public User
Product Aporoval Menu > Product or Aoolication Search > Application List > Application Detail
IDC30 =?U1t
FL # FL15036-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
419)298-1740
rickw@rwbldgconsultants.com
Vivian Wright
rickw@rwbldgconsultants.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
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.
e Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
I
I Sections from the Code
https:/twww.floridabuilding.org/pr/pr app_dtl.aspx
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.odf
1/3
1/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/16/2017
Date Pending FBC Approval 10/19/2017
Date Approved 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.
1S036.2 I 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.
1S036.4 Id. 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, I 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
6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing /
Inswing (X) Configuration
Installation Instructions
FLlS036 R2 II (a) Inst 1S036.1.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLIS036 R2 AE (a) Eval 1S036.1.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
FLIS036 R2 Ii (a) Inst 1S036.2.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLlS036 R2 AE fa) EvaliS036.2.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
FL1S036 R2 II (a) Inst 1S036.3.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL1S036 R2 AE (a)Eval15036.3.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 1S036.4.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLIS036 R2 AE (a)EvalIS036.4.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
FLIS036 R2 II (a) Inst 1S036.S.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLlS036 R2 AE (a)EvalIS036.S.odf
8'0 "Non -Impact" Opaque Single Fiberglass Door -_Outswing /;
Inswing (X) Configuration,
Installation Instructions'
FLIS036 R2 II (A) Inst 15036.6.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes'
Evaluation Reports
Created by Independent Third Party: Yes;
1/2/2018
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 FLIS036 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 FL15036 R2 AE (a) Eval 15036.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
i
15036.9 ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / 11. Inswing (XX) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLlS036 R2 11 (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 FLIS036 R2 AE (a) Eval 15036.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036.10 1. 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 (a) 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 FLlS036 R2 AE (a) Eval 15036.10.odf
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 mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant
Section 4SS.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email adds
if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi:
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 4SS, F.S., please click here_.
Product Approval Accepts:
mma,
Credit Card
Safe
https:/twww.floridabuilding.org/pr/pr_app_dti.aspx 3/3
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.0 Box 230 Valrico. FL 33595 Pltone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Sub Category Manufacturer Product Name
Category
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial 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 I 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. Test Standard
TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03
ASTM D2843-99
STTS00001 ASTM G26-95
15427-107362 ASTM E84-00a
AT167508.01-106-18 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
2. Drawing No. Prepared by
No. FL 15036.6 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring 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 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.
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.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
No 43409
9•• STATE OF
10 N M111111201,
0
Lyndon F. Schmidt, P.E.
FL PE No. 43409
10/16/2017
THERMANTRU"
DOORS
Classic -Craft..
FIBERGLASS DOOR
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Budding 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 4 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 bome debris protection this product is required to
be protected with on 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 some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing 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"HVHr'.
8. Inswing configurations and outswing configurations using sill items H31 S #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 on overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees.
TALE OF CONTENTS
SHEET 1 DESCRIPTION
1 Typical elevations. design pressures b general notes
2 Door panel details
3 Horizontal cross sections
e Vertical cross sections
5 Buck and frome anchoring - 2X buck masonry construction
6 1 Frame onchonng - I X buck masonry construction
7 1 Bill of Moteriols 3 Components
37.5' MAX.
OVERALL WIDTH
Z _
3 N
z O
xuWxx
S W
O O
E
b
P
SWING
OVERALL
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
POSITIVE NEGATIVE
INSWING 37.5" x 98.0" 75.0 75.0
OUTSWING 37.5" x 96.5" 75.0 75.0
Is
2.6
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CHK 9Y. LFS
FL— 15036 6
n I or 7
EXTERIOR 46
INTERIOR
l HORIZONTAL CROSS SECTION
36.0'MAX.
DOOR
PANEL WDATH
010 4.1
AF T— Lr— I.
Ed - 7.7.11 7
Od
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1.4r
earAMIL ti
NOTE, w00D DOOR COMMNOft OAK ISG as 0.671 131
EXTERIOR
49
sn
46
Og- AA
g
Z
6.4z
Oa-
Ra'
0
INTERIOR
2\ VERTICAL CROSS SECTION
ISCAU. N.T.S.
FL-15036.6
m 2 or 7
1-IN" MIN.
EMB. (TYP.)
1 HVKILVNIAL "V33 3MIIVP1
3 as=ssrr^ - uvwin9
TERIOR
TER10R
1.1/1' MIN.
EMB. jTYP.)
INTERIOR
EXTERIOR
3 HORIZONTAL CROSS SECTION
3 Shown w/1XSub-buck
INTERIOR
EXTERIOF
2 HORIZONTAL CROSS SECTION
3 ah "' ed
inswing
I.1 /I" MIN.
EMB. (TYP I
Scut N T 5
WC BY. JK
CkK BY LF$
ORAw "G NO.
FL-15036.6
SMEE7 3 K 7
i
A. n
U.
Av
oP
o ties 11 u a
a E Z c7g <
C W
A R6e poa
z_
li
CO z
A C 34
L
I EXTERIOR INTERIOR
3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION
4 Ouhwing configurolbn 4 Outswing confiourotlon
see general notes, sheet I see general n Tes, sheet 1
for NVHP water infiltration for'HvHr water tnIltrotion
requirements
requirements
uc N.T.S.
er JK a
er LFS ;
Lrw° NO.. °
FL-150J66 c
a _L or 7 0
MASONR
OPENIN(
I 2X BUCK
SUCK ANCHORING
For OP <= 48 PSF
71U
I v
MASONRY J
L
TYP. HEAD —
OPENING ti JAMB$
FRAME S
O
2X BUCK
s_
3
MASONR
3
OPENIN(
2X BUCK
r
1
STRIKEJAMB FRAME ANCHORING HINGE JAMB
Masonry 2X tuck construction
for DP <= 48 PSF
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations of the comers may be adjusted to maintain the min.
edge distance to morfor joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjolntf, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor fable:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY
EDGE
TO ADJACEM
ANCHOR
ITW
1/4" t•tN" 2" r
TAPCON•
ELCO a 1/4" 1•1/4" t„ 4"
ULTRA ON
I Molnraln o miNlArm s/l• edge defiance, I"end distance. a I• o.c. spacing or
wood screws to prevent the spitting of wood.
i 7,
MASONRY
OPENING
FRAME
xi
h 0 2X BUCK
TUCK ANCHORING
For OP > 48 PSF and
OP <= 75 PSF
LATCH A OEADBOLT DETAIL
Yj ems' n
N •.j 6 0 6 m
z
11 I11 1l 0000
on Q
Z
Lpp CWRd
spl4r
9m
r Vt ci etL
maa`
0
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N
Ys}55 0_ Z U
Z C OCE
VOC
i QV
J
O
U
a
o:
O0 UU
a mm
FRAME ANCHORING
Masonry 2X buck Construction
for DP > 48 PSF and
OP <= 75PSF
HINGE DETAIL
E 02124112 i
U N T S `
By. JK a
BY. LFS 3
I.NG
n
FL- 15036.E
xt 5 ar 7 G7
a
to
o
o m i
UN •:
MASONRY _ TYP. HEAD `" MASONRY TYP. HEAD ^ g E _ o u
OPENING 3 JAMBS OPENING S JAMBS 9 d c as
rp m e. 6
co
FRAME — — U
I
FRAME s. — o
o
R S." cs
V
IX BUCK IX BUCK $
p — aIFTYP. TYP.
SILL — SILL —
N N
b N
il
STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING
Moso uy I X buck construction Masonry 1 X buck constmctlon kr Lr
For DP <= 48 PSF Z8 For OP > 48 PSF and
CONCRETE ANCHOR NOTES: G OP <= 75 PSF z
1. Concrete anchor locations at the cornea maybe owted to maintain the min, dJ
edge distance to mortar Joints. iEl2ConcreteanchorlocationsnotedasMAX. ON CENIEIt-must be adtysted tonvhtohthemin. edge distance to mortar Joints, addittonot conctate anchors amayberequMdtoensuretheMAX. ON CENIER-dimension are not exceeded.
a Concrete anchor table: 10 i a°
G 10 am oz 2a 12 :
suui: N.T.S. °
27 o G, W. JK m'
as er LFS 3
txwwrra Na-
WOOD a DEADOOLTDETAIL HINGE DETAIL
FL-15036.6 c
t ge 94mT § or 7 0woodscrowstopreventthesplittiryofwood.
ANCHOR' ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
SIZE EMBEOMEM
TO MASONRY TO AOJACENf
TYPE EDGE ANCHOR
11W
v• 1.1/4- r
TAFCON
INs
3/1P 1.1/P T
iA CON
SCREwINSUIU NO '
A/afntaln a minimum S/E-ed distance. I -end dtrtonca a 1-o.c. spoc4p of
W'.
p
o n
gdJ ai
IfillI1 U ry •:
0 1-— 2.36" —I 1 i cZu
19 20 HEAD i . IDEtomb m m4 man`
V,
4
c=
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8 3d
r- 2.20" --,
L
cck: vl
I—
g
WW
F d.63'
31 BUMP FACE THRESHOLD LOW PROFILE
o
y
o
Qi J
7I LL 0 m
0
5.75
a
m
I
L 4
1
I
N N
co Z
T"
JS SEIP ADJUSi1NG SADDLE 1HREHOLD
w =
e
00
i
W I
o
o z
N _
L arc 02/2a 12 i
o
suu N.T.S.
i
owc a.. JK m
J9 HIGH WATER DAM THRESHOLD
cw W. LFS ;
OPA-M NO
n
FL-15036 6 0
N
N((i 7 0, 7 Q
811E Of MATERIALS
REM DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
B 2X BUCK SG >= 0.55 w000
C MAX. 1 /4"SHIM SPACE WOOD
D I /4" X 2-3/4"PFH ElCO CONCRETE SCREW STEEL
E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE
F 1/4" X I-3/4' Rw CONCRETE SCREW STEEL
G 3/16' X 3.1/d"PFH ITW` CONCRETE SCREW STEEL
H I /4" x 3-I /4" PFH RVd CONCRETE SCREW STEEL
I 1/4" X 2-I/4' PFH ITW CONCRETE SCREW STEEL
J 1/4" X 3-3/4' PFH ITW CONCRETE SCREW STEEL
K q 10 X 7'PFH w000 SCREW STEEL
L N8 X 2.1/7' PFH WOOD SCREW I.IS' MIN. EMBEDMENT STEEL
7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM
9 d" X 4"HINGE .097" THK. STEEL
10 q 10 X 3/4"PFH W000 SCREW (HINGE TO FRAME) STEEL
17 KWIKSET PASSAGE LOCK •SIGNATURE SERIES STEEL
19 HEADER JAMB PINE SG >= 0.42 W000
20 SIDE JAMB PINE SG >= 0.42 W000
21 KWIKSETOEAOBOLT- SIGNATURESERIES 780 STEEL
27 LATCH STRIKE PLATE STEEL
28 DEAOBOLT PLATE STEEL
31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
39 HIGH WATER DAM THRESHOLD ALUM.
40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
41 W YIEID STRENGTH FyjMINjER 6.000 P51 THERMA•TRU FIBERGLASS
d2 TOP RAIL COMP.
43 LATCH STILE WOOD
44 HINGE STILE WOOD
45 BOTTOM RAIL COMP.
46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE
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 Certificate of Authorization No. 9913
Product
Sub Category Manufacturer Product Name
Category
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidelite
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. 61 G20-3, Method 10 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:
1. Test Report No. Test Standard
TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03
ASTM D2843-99
TEL 01460339-A.B,C ASTM D1929-96, ASTM 0635-03
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 I of I
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
Lyndon F. Schmidt, P.
G t i 8 f `o,
e
Signed & Sealed by
E.
4 • ooLyndon F. Schmidt, P.E.
No 43409 : d
e Lyndon F. Schmidt, P.E.
O':. STATE OF •: FL PE No.43409
t : • tia 4% 10/16/2017
g`S; r'3 l - , ,tee
THERMANTRU'
DOORS
Classic -Craft.
FIBERGLASS DOOR W/ SIDELITE
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the A Edition (2017) Florida Building Code
FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shop be as fisted and spaced as shown on details. Anchor embedment to base material
shall be beyond wall
be
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 Ihe'HVHZ" requiring wind borne debris protection this product is required to
be protected wish an impact resistant covering that complies vnth FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud froming construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswrng 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 outswfng configurations using sill items #31 & R33 under the active door do not
meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in ihe'HVHZ') only in
non-hobitoble areas or at habitable locations protected by on overhang or canopy such that the angle
between the edae of canopy or overhang to sill is less than 45 degrees
TABLE OF CONTENTS
SHEETII DESCRIPTION 1
Typical elevations, design pressures d general notes 2
Door panel details 3
Sidelrte panel details IL Glazing detol 4
Horizontal cross sections 5
Vertical cross sections 6
Vertical cross sections 7
Buck and frame anchoring - 2X buck masonry construction g
Fromanchoring - 1X buck masonry construction 9
Bill of Materials 8 Components 53.
13"MAX.OVERALL WIDTH z
zz3
z
O W
W SS
Wt4Q
w
O
O a
SWING
OVERALL
FRAME -
DIMENSION
DESIGN
PRESSURE (PSF) _ WITHOUTSURFACE
BOLTS
WITH
SURFACE BOLTS
POSITIVE
NEGATIVE POSITIVE NEGATIVE INSWING
53.13" x 98.01' 47.0 47.0 60.0 60.0 OUTSWING
S3.13" x 96.5" 47.0 47.0 60.0 60.0 yr
N T 5 er.
JK er
LFS No
No FL-
15036.7 xr _
L or 9
EXTERIOR
INTERIOR
I HORIZONTAL CROSS SECTION
36.0'MAX. 2
F
DOOR
PANEL WIDTH
4.11"
m 1.41r
L r
z
M. cc L
e
1.4r
40 Cloak cDQQIPANEL—F L
NOTE: WOOD OOOR COMPOHM: OAK JSG 00) 13 1:
Ot
T-
eAMML eomm&
EXTERIOR INFERIOR
w-a• N.T.S.
T VERTICAL CROSS SECTION
l.
FL— 15036.7
XT —L or
13.7
PANI
7.
DA
SO MIRE / NEL
NOTE. wOOD YDELIIE COMPONENTS, PINE ($G >- 0.471
NOTE
I Spacing for item 018 d #29 (lite frame screws) is
as follows: From the bottom up on sides: 6.5", with
7) more spaced of 9.88" o.c. there are (2) screws
both top and bottom 2.I3" In from each corner.
EXTERIOR
INTERIOR
IORIZONTAL CROSS SECTION
c'rCI Act
MIN.
SS THK.
EXTERIOR
I /8"
TEMPERED
GLASS
AIR SPACE
1/8"
TEMPERED
GLASS INTERIOR
to
51 SIDEUIE TOP i STM. Rai
GT GLAZING DETAIL
5IrWloted gloss w/
Pvc fife home
L
I
I I
I--1.53" — if
bZ SIDEUTE STILE
MIN
kSS THK
I/8"
TEMPERED
GLASS
AIR SPACE
I /8"
TEMPEREO
GLASS
EXTERIOR
In
I •••.......
J
Wari
lllll *I LL O a m i
aN •;
Sl i oZa
m WszoC
ma. Oa4jl
d
maa
C p
E oZ
INTERIOR
2 VERTICAL CROSS SECTION
3
DATE 02124112
SCALE N T S
DWG eY JK
CHK BY LFS
OVAWNC NO
FL-15036.7
SNEET -L or 9 i
E FAAB. (TYP.) O: ' b b 5 5
D SEE NOTE I
M C
14 50
11 INTERIOR
20
I
oW
I•• J 1i O O
21
8 aao
x g
40
INTERIOR
7
l; 4
4 4
L
6
EXTERIOR 4 33
1z
g 9928
e 20
54
q
J
v
0.I17 a o
IIF CSINK 17
EXTERIOR H
st
F 61
E Wrr
m
W ovi
1-1/4'MIN. 1 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SEC17ON v2EMS. (TYP.) q Outswing shown - Inswing
atsoapproved 5 4 3 3 4 5
4 SlWwn w/1 X sub -buck
I a
b b b 5 5 5 1.1/4•rv11N,
a g
EMS. (TYP.) a
g INTERIOR
EXTERIOR C D m
015,
R
14 20 O.1S
NOTE:cswK
The sidefite is direct set Into the 20 O.IS Inp 1 L •
Fes- C31NK jamb with (12) item NM 108 X 7 r CSINK
M 11 I (TYp.) PFH wood screw). there ore (41 TnP•1 20 N
of each vertical iamb from the
v lop down of 13.5". 31". 48.5" & M ei W g
66". 8 8
e
r"
7
S0
7
40 7
Q o it
40 INTERIOR
so N
M
SEE NOTE I
s z u°
i SEE NOTE I M k 02 24112M2711
14
L EXTERIOR 10 K
e
9
27 40 109 B Dwo ey' JK mEXTERIORINTERIOR
E cW. or. LFS 3
OPA%VV NO.
FL-15036. 72HORIZONTALCROSSSEC17ONr4HORIZONTALCROSSSECTION3HORIZONTALCROSSSECTION
s 4 Outswing conriguration 4 Inwarsg conNurallon 4 Ouhwing swingsh:n . In
or 9
O
oho aPP ed
Gi
c
v19
EXTERIOR INTERIOR
o
62 60
61
1 VERTICAL CROSS SECTION
S lh0 1p
g shwon - Inswing
also approved
see general notes. sheet I
for HVHP water inftration
Is, sheet I
infitrohon
rf')i VERflCAI CROSS SECTION
S Shown w/IXsub-buck
see general noses, sheet I
for'NVHI' water infiltration
requirements
N
i13 p&& J 1i n
V
rr* ss psimz
UN0ai<
n
v'
Eu z $ c a
Ri ur
i
gpoa
Za
f
c° oZ
mrlo`LD
sort: N.T.S.
owc By JK m
CHIC OY. LFS 3
ORP`rWf NO
0
FL-15036.7 a
sH[R 5 Or 9
N
Q
SO M X
SEE NOTE I c U
INTERIOR EXTERIOR
1 VERTICAL CROSS SECTION
b 0
apPrashod-
inrMng
ve
INTERIOR
SEE NOTE I(M 1
EXTERIOR
3 VERTICAL CROSS SEC1 ON
b Outswing conrgumtion
EXTERIOR (^
SEE NOTE I M
INTERIOR
S VERTICAL CROSS SECTION
b Outsv" con"tion
N 0
n Em i Zu
R . 03 n
m m``a ma
a4
S
SEE NOTE I
INTERIOR EXTERIOR
2 VEIMCAL CROSS SECTION
b Shownw/IX$ubbuck
NOTE:
I. Anchor$ aSS-y thni head and
sill at 4 In trom each corner end.
4 VERTICAL CROSS SECTION
b bwwbg conrigurotion
9
C. 02124112 i
u- N T.S.
er. JK @
i1-15036.7 c
XT _L OF 9 G
MASONRY I I
TYP. HEAD
OPENING I & JAMBS
2X BUCK
MULLION
SHOWN FOR
REFERENCE
ONLY
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations of the comers may be adjusted to maintain the min
edge distance to mortar joints.
2. Concrete anchor locations noted os MAX. ON CENTER" must be adjusted to
S maintain the min. edge distance to mortar joints, additional concrete anchors
a may be required to ensure the "MAX ON CENTER" dimension are not exceeded
5. 3 Concrete anchor table.
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW
1/4" 1-1/4" Y PTAPCONa
ELCO rd 1/1" 1.1/1" 1" 4"
ULTRACON
ITW o 3/16" 1.1/4" 3"
TAPCON
VVVVLr A-KCV\• 1r%)1ALLA1IVIV INVIC3:
I. Maintain a minimum 5/8" edge distance, I"end dafance, d 1"o.c. spacing of
wood screws to prevent the splitting of wood.
MASONRY
OPENING
STRIKE JAMB
LATCH A DEADSOLT DETAIL
FRAME
2X BUCK
INSWIN
INSWIN
4"
N.
1 --1
SEE DETAIL I
1 to
SEE DETAIL 2
G
FRAME ANCHORING
Masonry 2X buck construction
L
I
4G
G 63
DETAIL 1
Attach surface bolt
hike plate to home
IG
as shown (Outswing)
65 66
I
63
DETAIL 2
Attach surface bolt
strike plate of the threshold
OutrAng)
in
I I$$
Z C O 6
on Z
zmou
1I} V
g o
R Ni maa`
1C,
Z
Y
3fi No
a 2j
G)
O
D C
Z2QU1
SWO
O NC le
rca a °7m
HINGE JAMB
63
64
DETAIL 1
Attach %XfoCe boll
strike plate to frame
as shown (Inswing)
64
63
DETAIL 2
Anach surface bolt
stnke date at the threshold
Inswing)
HINGE DETAIL
L-02124112
U. NTS
By JK
By LFS
1"NG No
FL-15036 7
cI _L or 9
3'
r
SEE DETAIL I
J
1 TYP. HEAD s _
14
in
I M OUTSWING ^
J
INSWING oa
i Y'......... R! j [1 0 0
r
tfNtfl•W `` Z 8ro=
MM
M OUTSWING
yyy
N
j( c 8 Z+ ni
27
INSWING
cNV d!
9
MASON
c a3i F
4.
OPENING
LATCH i DEADSOLT DETAIL
U9 z
Tn
FRAME
O
a g
0
3 I X HINGE DETAIL a
Z 67 63
N (
m V244m
Y
n
V N N
V1
LU 63 64 W w o
SEE DETAIL 2 DETAIL I DETAIL I
STRIKE JAMS • HINGE JAMS Attach surface bolt Attach surface bolt °
o
CONCRETE ANCHOR NOTES:
FRAME ANCHORING strike plate to frame strike plate to frame W
Masonry 1 X buck construction as shown (Outswing) as shown (Inswing) a
1. Concrete anchor locatlora of the comers may be oc%nfed to maintain the min. a a
edge distance to mortarjoinh. 65 66 n
2. Concrete onchor loca&ms noted as MAX. ON CENTER'must be odjuated to
g maintain the min. edge distance to mortar jolnh. additional concrete onchons
64
LLmay be required to ensure the MAX. ON CEMER• dirnenslon ore not exceeded. " O
3. Concrete anchor fable: - 'e
Z u
63 aM02 24 12 : sou[.
N T S. ° W
63 o+c . JK m DETAIL
2 OETAIl2 ua. SY. LFS ; Attach
surface ball Attach surface bolt WOOD
SCREW INSTALLATION NOTES: strike plate at the threshold Strike plate of the threshold °N9e
N0 n
5
1. Maintain a minimum S/r edge dhfonce. 1-end distance, i l' o.c. spacing of (Ouhwlnsg) (IrevMp) FL-15036. 7 - wood
screws to prevent fire spitting of wood. o
G
9'8cr 9 O d
MASONRY
ANCHOR
ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE.
EMBEDMENT i0
MASONRY. i0 ADJACENT SIZE • ,
EDGE ANCHOR ITw +
t/
r t•t/r r r TAPCON
m"
am
to/r r t•trr TAPCON+
BILL OF MATERIALS
REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL
A I X BUCK SG >= 0.55 W000 23 PLASTIC LIP LRE FRAME SMC SMC
8 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL
C MAX. 1 /4" $HIM SPACE W000 25 SILICONE CAULK SILICONE
0 1 /4" x 2-3/d" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME (PVC) PVC
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE 27 LATCH STRIKE PLATE STEEL
28 OEADBOLT PLATE STEEL
1/4"xl-3/4"ITWCONCRETESCREW STEEL 29 q8-IOXI•I/7'PLASCREW STEEL
1 /4" x 3-I /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. ! WOOD
I/4" X 2-I/d"PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVCrKI /d" X 3.3/4" PFH RV/ CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
a10 X 7'PFH WOOD $CREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
a8 X2.1/7'PFH WOODSCREWI.IS"MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR •SEE DOOR PANEL DETAIL SHEET fOR pETAILS
a8 X 7' PFH WOOD SCREW STEEL d 1 DOOR SKIN:.125' MIN. THK. FIBERGLASS BY THERMA•TRU
WITH YIELD STRENGTH Fy (MIN. = 6,000 PSI
FIBERGLASS
N 1 /4" X 2.3/4" PFH ITW CONCRETE SCREW STEEL
7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP.
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD
9 4" X 4" HINGE .097" THK. STEEL 44 HINGE STILE WOOD
10 a 10 X 3/lc WOOD SCREW (HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP.
11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD d6 POLYURETHANE FOAM (1.91b5. DENSITY) POLYURETHANE
I4 1" L. X .040" OIA. BRAD TRIM NAIL STEEL SO SIOELITE PANEL -SEE $IOELITE PANEL DETAILS SHEET FOR DETAILS
I S INSWING SIOELRE SPACER PVC 51 SIDEIITE TOP 3 BOTTOM RAIL COMP.
16 OUTSWING SIDELITE SPACER PVC 52 SIOEIITE STILE W000
17 KwIK$ET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 I /7' SURFACE BOLT SPACER STEEL
18 a6-18 x 1.3/4"PFH SCREW STEEL 61 IVES SURFACE BOLT aas4 8.0" L. X .25" THK. STEEL STEEL
19 HEADER JAMB PINE SG >= 0.42 WOOD 62 I /4•ZO SEX BOLT W/ I /4-20 FEMALE END X 1-3/4" L. STEEL
20 SIDE JAMB PINE SG >= O.d2 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
21 KWIKSET DEADBOIT SIGNATURE SERIES 780 STEEL 6d q 10 X 2-I /7' PFH SCREW STEEL
22 I/8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2.1/4"PFH ITW CONCRETE SCREW STEEL
4.56"
66 3/ 16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL
67 3/ 16" X 3-3/4" PFH RV,I CONCRETE SCREW STEEL
JQ n
V' OJT i o n
I •••'••...
y.. •' \\\
J
o>
01
m
n g = i
y
E e
9i man`m
14 6
pp
OZ
3
vW
T a
8e
R 8 WW
r
o$
m J
u c m
0
a a
I'
i
Y
1I
V
3 2 2D"
W W 0
N CC
0 2.36' —
4.63"
HEAD i SIDE
19 20 Jamb 16 OUTSWING SIDEUIE J1 !LIMP fACE THRESHOLD LOW IROfUE o o
s=
4 56'
2.59 .
1So i2.36"1.682.11.68-5.75o _ Qo1.69 Fr-
2
I
1
z
I
a.rr 02 24 12 i
1 souz N T S
a
O
L 0 53• - i "- r
J --i i-- .53
C.xONG
e• JK m
1 CKK e, LF5 ;
E INSWING SIDEIRE
a
PLASTIC UP ERE FRAME 13 /USTIC UP UTE FRAME 3flF ADJUSTING SADDLE THREHOID °
w'"'KG "a'
N
G 39 HI H WATER DAM THRESHOU) 23 SMC spaces 26 PvC 33 FL-15036 7
cN
sKccr 9 Of 9 0
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 $13.09.9197
Florida Board of Professional Engineers Certificate of Audiorizauon No. "13
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Or. Fiberglass Door w! Sidelites
Doors
Assemblies Edgerton, OH 49517 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. 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.
TEL 01460336-A,B,C
TEL 01460339-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
TEL 06-1031-4
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM D1929-96, ASTM D635-03
ASTM 02843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
TAS 202-94
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
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,lnc.
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.
Wendell W. Haney, P.E.
2. Drawing No. Prepared by Signed & Sealed by
No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) ties_?ae;t. Lyndon F. Schmidt, P.E.
3. Calculations Prepared by `' .. .......". Jtidov Signed 8 Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) q` . G FAi S
I..f v4:hyndon F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ri
No
4. Quality Assurance Z
Certificate of Participation issued by National Accreditation and Management
Institute, certifying that Therma Tru Corporation is manufacturing products -'0
within a quality assurance program that complies with ISO/IEC 17020 and -9 ST;;T ` OF U 4 Lyndon F. Schmidt, P.E.
Guide 53. ,0^•,, A. V FL PE No. 43409
Sheet 1 of 1 ~
10/1612017 1 ' J\ e L
THERMAITRU"
DOORS
Classic -Craft,
FIBERGLASS DOOR W/ SIDELITES
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 61h Edition (2017) Fonda 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 bome debris protection this product is required to
be protected with an impact resistant covering that complies with FBC Sections 1609 1.2 3 R301.2.1.2.
5. For 2x stud froming construction. anchoring of these units sholl be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations using coastal Of item R39 under active doors and a0 sills used under sideliifes meet
water infiltration requirements for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 S #33 under the active door do not
meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed fin the "HVHZ'l only in
non-hobrfable areas or of 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.
TABLE OF CONTENR
SHEET f DESCRIPTION
I Typical elevations, design pressures d general notes
2 Door panel detods
3 Sidelite panel details d Glazing detail
4 Horizonfol cross sections
5 Vertical cross sections
6 Vertical cross sections
7 Buck and frame anchoring - 2X buck masonry construction
g kome anchoring • 1 X buck masonry construction
9 Bill of Materials 3 Components
68.5' MAX. OVERALL WIDTH
3
7 O
v=
uW
S}W
l
LL (Y
Cr
b to
O. P
SWING
OVERALL -
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
WITHOUT SURFACE
BOLTS
WITH SURFACE
BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0
OUTSWING 68.5" x 96.5" 47.0 47.0 60.0
55 (
e Q a
o-o
N - Z(
MT[ 02124112
SCU NTS (
Owc• m JK d
tw( er. LFS 3
ORAWW NO.: 0
FL- 15036.8
c
s(rzT 1 or 9
EXTERIOR
INTERIOR
rl-"\ HORIZONTAL CROSS SEC170M
360 MAX,
DOOR
PANEL WIDTH
ff -2
F 4.11*
tE
1.48*
cd K7 ---
e
e T
NOTE., WOOO DOOR COMPONUM: OAK I$G),- 0.671
11
EXTERIOR
40
Cc w
im
14
INTERIOR
2"VERTICAL CROSS SECTION
il/
LE: N.T.S.
BY. JK
rf;
lwm
FL— 15036.8
rr -2- or-
13.7
PANE
7.
01
SO SIDU PANEL
NOTE WOOD SIDEUTE COMPONENTS: PINE (SG - 0.421
NOTE:
I Spacing for item N 18 S #29 (life frame screws) is
as follows: From the bottom vp on sides: 6.5", with
7) more spaced at 9.W' o.c. there are (2) screws
both top and bottom 2.13" in from each corner.
EXTERIOR
INTERIOR
IORIZONTAL CROSS SECTION
MIN.
ASS THK
EXTERIOR
TEMPERED
GLASS
AIR SPACE
1/8"
TEMPERED
GLASS INTERIOR
L
5 t SIDELRE Top6 STM. Rai
T GL SS
811E
Gf GLAZING DETAIL
5lrtwbted glassw/
pvc fife fro
1/2" MIN
GLASS THK
TEMPERED
GLASS EXTERIOR
AIR SPACE
TEMPERED
GLASS
N':Yj z' 4' i o mOFIfin
N n
UN
51
L
6
O Un
WYCyy Z m
Q 8 p 9 C W
J CEO
E cZ
maa4
INTERIOR
2_ 1 VERTICAL CROSS SECTION
3
u N T. S
er. JK
In. LFS
WNG NO
FL-15036 8
t7 -L OF 9
G SEE NOTE I
M 14 50
11 INTERIOR
v
v•
l
EXTERIOR
20
b
I 0.15•
CSINK
C
In'P•I
g
F 1-11r MIN• i HORIZONTAL CROSS SECTION
5
EMS. (TYP.) 4 gutswing shown - inswing alsoapprovedJ
CCC
0.
15" r
CSINK PYP•) s
SEE NOTE 1 C
i
INTERIOR
r
V 27 EXTERIOR
2
2
HORIZONTAL GROSS SECTION r3 HORIZONTAL CROSS SECTION 4)
Outswtng configuration 4 Outswtng configuration i
TE
1 SEE
NOTI 1.
1 Jr MIN INTERIOR
EXTERIOR
6
HORIZONTAL CROSS SECDON jj
Shownw/IXsubbuck NOTE:
1.
The sidelite is direct set into the jamb with (
12) Item NM (I18 X Z' PFH wood screw).
There are (4) at each vertical jamb
from the top down of 13 5". 31". 48.
5" b 66". XTERIOI
JTERI06
4
HORIZONTAL CROSS SECTION Q,
j Inswing configuration lit
zap e^ P
pp
Z
i3•:
J
o
y '0 fU Z $Z b'
V
IpYp1
4' C
m6
m464V
CZ
0W
34ZU
N
Cnn 5
HORIZONTAL CROSS SEC17ON 4
W*Ing configuration Uw
N.T.S. 9 BY.
A m W
LFS 3 WING
No. a FL-
15036.8 a
xr
4 Of 9 O
f
I
63 19oid
INTERIOR
1 VERTICAL CROSS SECTION
S alw ongo ed n in tor'
req
is.
sheet I infiltration
EXTERIOR
see
general rates, sheet I for
ilwr water infiltration Z-
0Jam_ .
dm
GV `
J 1 W a `
N n_ a
a . . • '''
4/11 *I. 11 ` U N m Z e
a a rZ INTERIOR "
EXTERIOR 61
62
2
VERTICAL CROSS SECTION S
Shown w/Ixsub-buck for
ilwr wo requirements
gy
0 d.
ZY
t0' C.
Z m40.
4 r:
02124112 U
N T.S. BY.
JK C.
gr LF$ w
G -0 FL-
15036.8 r*
5 or 9
E A. o •
Av
A
E
J O
B L q C 1 1 ss D C m ZN .;
s" a o*z°i
C 11 m mda
v 11
50 M 19
v 4C4
ggO=
M d SEE NOTE 1 4
50 cj
SEE NOTE t INTERIOR EXTERIOR
INTERIOR EXTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION cR6Shown1-1/1 X wtlbuck
St 1 VERTICAL CROSS SECTION SEE NOTE 1
6 Outswtng shown . inswing 39 miahoopproed
16 NOTE:
W
Z 1. Anchors assy Ihru head and
sill of 4" in from each corner end.
m
i
i ci
c
G
QoINTERIOREXTERIOR
Y
INTERIOR EXTERIOR D 50 l`1 N
5 VERTICAL CROSS SECTION W o
SEE NOTE 1 M 6 Ouhwing configuration l SEE NOTE I rn
50 b N
cz 15
25 02 rr
11
I
33
19
E E m.Q
4 e
o_ e
s
4
z
Z
CATE 02124112 = 4 e
0•
stu. N.T.S.
K4 e
4 e • .
ono. ar. JK m
r:MK. rn. LFS ;
3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION M-M No- a
6 Outswing configuration 6 ImvMg configuration FL-15036.8
c
swm -L ar 9 0
II I I
SEE DETAIL 1
III 1111
V
D TYP. HEAD rs
MASONRY J TYP. HEAD
MASONRY JAMBS
OPENING
OPENING 3 JAMBS
SEE NOTE I $
MULLION
j— FRAME M TYP'
2X BUCK SHOWN FOR a i. _ _ tq U
REFERENCE — O
ONLY U
O 2X BUCK
SILL
BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortorjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded.
3 Concrete anchor table:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW
2" 4"
TAPCON®
ELCo
1/1" 1•1/4- 1" d" ULTRACONa
ITW o 3/16" 1.1/A" 3"
TAPCON
WVVU 3t-KtMV IMIALLAUVrw INUIC3:
1. Maintain a minimum 5/8' edge distance. 1"end distance. 3 I"o.c. spacing of
wood screws to prevent the splitting of wood.
LATCH t DEADIOLT DETAIL
r r rll
SEE DETAIL 2
FRAME ANCHORING
Masonry 2X buck construction
l
iOUTSWING 63
i INSWING DETAIL 1
Attach surface bolt
stnke plate to frame
as shown (Outswing)
OUTSWING 65 66
INSWING —
63
DETAIL 2
Attach surface bolt
stnke date at the threshold
Outswing)
HINGE JAMB
63
I
64
DETAIL 1
Attach surface boll
strike plate to frame
as shown (Inswing)
64
V r
DETAIL 2
Attach surface bolt
stnke plateofthethreshold N j
z m 6 JN
n
O
0U
N
3 gdza
i mo.a re O0
cV
J
4 v1, HINGE DETAIL
are 02124112
srxE NTS
owc ar.
JK cNK sr.
LFS ORAMNG NO
FL-15036.
8 sHEE1 7
or 9
MASONRY J
OPENING
FRAME
I X BUCK
SEA
TYP. HEAD 3
JAMBS
f M 1TYP.
TYP.
c SILL
a I
LAW
JJ _ JJ
I I I 1
6 SEE DETAIL 2
e
STRIKEJAMS FRAME ANCHORING
c CONCRETE ANCHOR NOTES: Masonry 1 X buck construction
1. Concrete anchor locotlons at the comers may be odjusted to maintain the man.
3 edge distance to mortar Joints.
2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to mortar Joints. oddtionot concrete anchors
remaybe quired to ensure the MAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor table:
ANCHOR- ANCHOR MIN.' .. MIN. CLEARANCE. MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY.:.. TO ADJACENT
EDGE ANCHOR
my
1P 1.1/P r R" TAPCONe
ITW
TAPCONe 3/16' r
I 1. Mointoln a minimum 5/8" edge distance, 1' end distance. d 1"o.c. spacing of
wood screws to prevent the splitting of wood.
11
1
HINGE JAMB
T
LATCH i DEADBOVVETAIL
X
7Z
m
ck:
x
inn iZ
LQ
mJ =U
W V
y3 UZm < a0
aO
a
RIRGF EUII
a a
o
N
00
N N
Ln
63 64
W W
V
a
0
en
DETAIL 1 DETAIL 1 0 0
Attach surface bolt Attach surface boll -
strike plate to trome strike plate to Game
as shown (Outswing) as shown (IruwIW) o
65 66 =
64 e_W S
o_ c
ir
N — Z
DAm 02124112
63 WALE- N.T.S.
63 ow In. JK
DETAIL 2 DETAIL 2 VW. ef: LFS 3
Attach surtoce bolt Attach surface bolt oaarc wo.:
strike plate at the threshold strike plate at the threshold FL-15036.8
Outswing) (Inswing) C
susir _L OF Q
8111 OF MATERIALS
REM DESCRIPTION MATERIAL REM DESCRIPTION
A 1 X BUCK SG >= O.SS WOOD 23 PLASTIC LIP LITE FRAME SMC SMC
B 2X BUCK SG >= 0.55 WOOD 24 I /4"INTERCEPT SPACER STEEL
C MAX. 1 /4" SHIM SPACE w000 2$ SILICONE CAULK SILICONE
D 1 /d" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC
E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE 27 LATCH STRIKE PLATE STEEL
28 OEADBOIT PLATE STEEL
F I/4"X 1-3/d"ITWCONCRETESCREW STEEL 29 g8-10X I•I/7'PLASCREW STEEL
I I/d" X 2.1/4" PFH fTW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD
J 1/4" X 3-3/4"PFH RW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
K q 10 X 2" PFH w000 SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
L q8 X 2-I /7' PFH W000 SCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
M q8 X 2" PFH WOOD SCREW STEEL d0 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
N I /d" X 2.3/4"PFH ITW CONCRETE SCREW STEEL dl DOOR SKIN; .125 MIN. THK. FIBERGLASS BY THERMA-TRU
WITH YIELD STRENGTH Fy (MIN. = 6,000 PSI
FIBERGLASS
1 SHORT REACH COMPRESSION WEATHER-STRIP FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP.
9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD
10 q 10 X 3/4" PFH WOOD SCREW STEEL dd HINGE STILE WOOD
l l 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP.
12 q 10 X 1-3/4" PFH W000 SCREW STEEL db POLYURETHANE FOAM (1.91b5.OENSITY POLYURETHANE
14 I" L. X .040" DIA. BRAG TRIM NAIL STEEL SO SIDELITE PANEL • SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
I S INSWING SIDELITE SPACER PVC Si SIDELITE TOP 3 BOTTOM RAIL COMP.
16 OUTSwING SIDELITE SPACER PVC 2 SIDELITE STILE WOOD
17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 I /7' SURFACE BOLT SPACER STEEL
18 qb-18 X I.3/4"PFH SCREW STEEL bl IVES SURFACE BOLT g454 8.0" L. X .2S' THK. STEEL STEEL
19 HEADER JAMB PINE SG >= 0.42 WOOD 62 I /4.20 SEX BOLT W/ I /4"20 FEMALE ENO X I -3/4" L. STEEL
20 SLOE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
21 KWIKSET DEAOBOLT •SIGNATURE SERIES 780 STEEL 64 q 10 X 2-1 /7' PFH SCREW STEEL
22 I /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2•I /4"PFH RVJ CONCRETE SCREW STEEL
d.56' I
bb 3/ I b" X 2-3/4"PFH ITW CONCRETE SCREW STEEL
bl 3/ 16" X 3-3/4"PFH R1N CONCRETE SCREW STEEL
own
Y'•
I 111 ````` U Z
ofvv$z
It
X
9 C W
N+ m a a 4
UV'" T o
0 v
8 'a
e
z
J
Q WW
a
m <
jl 4 O
o
V O
a a
E ^ >
zN
T mx
Y z 7
66
V --- Z
V
in Imo--' Z.'20- I W W O
st
I f
2.12 --i L
I 1
I e
Fes— --i
I
I
22 K
0 2.36' T 1
19 20 HEAD IL SIDEJamb
aa u
0816WINGSIOEUTE31sUMPiACETHRESHOLDlOWPROFIIf ^ E
4.56" 2.59 S_._ w z
sS — 2.36" I I -- I.68
2.1 —1.68 lz
i
I69" I I I I
S.1S'
o a
I ^^
Z u
i L DATE 02 2s 12 i
O zo 1 — sGIC N r s °
L 1 at 71 J
owc e. JK m
T} 0.53" --i _— T- —
f — — .53" 1 INK er LFS ;
E I a.. rq
a
39 HIGH WATER OAM 1HRESHOlO t3 SM S11C UP LITE FRAME IS er SIDELITE 26 MASTIC U/ LITE FRAME
33 SEIf ADJUSTING SAOOIi 1HREHOlO FL-15036 8
Nc
rt
sea 9 0r 9 O
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico. FL 33595 Phone 913.659.9197
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 Or. Fiberglass Double 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. 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-15036.9 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
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)
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.
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
3. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) p ra'
a9
Lyndon F. Schmidt, P.E.
4. Quality Assurance ®`' -
SO
e•,
Certificate of Participation issued by National Accreditation and `tee :• / :; _ m°
se
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISOAEC 17020 and Guide 53.
S•i•% 'c _1- : l±a Lyndon F. Schmidt, P.E.
FL PE No. 43409
i
Sheet 1 of 1 i.S.. = :..:.• • •_:<,''
THERMAITRU'
DOORS
Classic -Craft.
FIBERGLASS DOUBLE DOOR
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
I. 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'HVHr 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 "HvHI' requiring wind bome debris protection this product is required to
be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
C
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect
J
8
7. Outswing configurations using coastal sin item #39 under active doors meet water infiltration requirements
for "HVHZ".
8. Inswing configurations and outswing configurations using sill items #31 3 #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 overhand to sill 4 less than 45 degrees.
TABLE OF CONIENIS
SHEET R DESCRIPTION
1 Typical elevations. design pressures & generol notes
2 Door panel details
3 Hrxizontol cross sections
d Vertical cross sections
5 Buck anchoring
6 Frame anchoring - 2X buck mosorry construction
7 home ,3nchaing • I X buck masonry construction
B Astrogol detorTs
I Bill of Materials S Components
x.
I
lit 5"MAX. OVERALL FRAME WIDTH .Vj
J'• g n
1
3
i 0
W
W = W
K
W
0 O
b
P P
r
I i' ••'••...
L N —
5` i a
rrlllll
N n
o
1111 O n z
UN •;
n g-°
1
zu ti
8 o a
miaT
0
O
7
4
c pCZ
vOW
SWING
OVERALL
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
WITHOUT SURFACE.
BOLTS
WITH SURFACE
BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWING 74.5" x ?EIV 47.0 47.0 60.0 60.0
OUTSWING 74.5" x 96.5 47.0 47.0 60.0 60.0
2
SCALE: N T S.
owc By JK
r> K n. LFS
FL-15036.9
a I or 9
41 Q: ': S L a
EXTERIOR d6 _.:
42 ? N
z° Q •' p, 60!
ffn• ''''lllll*•TI ``` o9i i
yp
UN •:
A C v Z$ i U
INTERIOR 46 R$ 9 p o a
o0 7 rla`
li
1 HORIZONTAL CROSS SECTION • • • •
1
aa
36.T MAX. 2 O f1n Vi
DOOR
St PANEL WIDTH
EXTERIOR INTERIOR s a
4.11' 2Em C
e
cd : •., 4
9
i
c eG 42 TOP RAII N IATCH STIIF ^ •
V N N
P
N
OZ
41 V,
oo a:
D
2 1.41T''j ^ i
W =
NOTE: WOW WOR COMPONEMS: OAK ISG >a Q67) 13--L J
am 02124112 i
N1NGFm1F 4s eoTro RAI SME, N.T.S2VERMALCROSSSECTION
owo r: JK o
2
cm w'• LFS a
ORAWI=: NO•
N
G FL-15036.9 a
S'w 2 or 0
Ile' 1 2 N.
EMS. ` 4 4 EMB. (TYP.)
O20A 1J a 4c Z n
o.
N i QtO
V,: : 6j uah
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b aH08a0 .Zi
21 40 7 ^Ho g ed
INTERIOR_m' a a`
1 C dnuZ
2 0
0 I a v3
3 —
3 •o
17
4
3
a o
EXTERIOR
N =0
d HORIZONTAL CROSS SECTION
co< u
o I-11C MIN. 3 Shown w/1 X sub -buck 1.11C MIN 0
EMS. VYP.)
4 4 4
EMS. OYP.)
E
D C C
0.15" 0.15'
Q a
H
i C SINK C'SINK - • • 5
ti L
I
fn'P.) (n'P•I L
20 20
I o z
a o0
V • • N N
V N8
1
8 WW gN740
INTERIOR 7 INTERIOR ° ^
R o0
j u
i • _
e_Q
LL
K 10 EXTERIOR 13 EXTERIOR 10 IlLr N- Z
l p 40 40 10
SCA 02124112NJS. B 9 L 27 9
scut• nl.r 5. 4EOwcMJKo
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 00-W. No
LF5
3 Outswing shown - inswing 3 Outswing shown - Inswing 3 OvtTng Shown - in wing FL-15036 9 -"
also approved also approved also pproved °a
SHEET _L OF 9 t7V
I'
EXTERIOR
4
c
5
d
yJ n
a
fill .. ```
o R o i
ua•:
v wi{
46 .2 m aaE
U: N.T.S.
i
JK m
LFS ;
lwm No •
It
h
FL-15036.9
c
a 4 a " o
II.1111
c
rr 1``` U O ZD
v °
0
F E mTYP. HEAD
JAMB$
g W
m v m a a`
MASONRY
OPENING
o 0 ? a v
a1 d
a i
ASTRAGAL a
SHOWN FOR I yr
REFERENCE
2X BUCK ONLY m
L
in V
u
p
o
m0 0
a d
mm
71
n v
O ONN
W W ZZO
CONCRETE ANCHOR NOTES: I. L' I. Concrete anchor locations of the corners may be adjusted to maintain the min BUCK ANCHORING
edge distance to morforjoints. N a2. Concrete anchor locations noted os MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortorjoinls, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table: o _ o i
ANCHOR ANCHOR MIN. MIN. CLEARANCE nz
Z u
o
Owl- 02124112 i
swt N T.S °
owc JK m
c w LF'S 3
olpw"0 rp
w000 SCREW INsfAilARON NO113: FL-15036 9
1. menwin o rn + wm 5/S edge detonce. I• end detance. d 1' o c WOOV Ot n Q
SM(R S Or yq woodscrewst0preventIlesp11@Igofwood. MIN.
CLEARANCE TYPE
SIZE EMBEDMENT TO MASONRY EDGE
TO
ADJACENT ANCHOR
ITw
o t/•• t•t/- 2- TAPCON
ElCO
1/
4" 4" ULiRACON
Ts —
1 I
l
MASONRY - TYP. HEAD
OPENING 3 JAMBS
FRAME
I_ 'e
SEE DETAIL
I.
ASTRAGAL
SHOWN FOR
REFERENCE
ONLY
Q
MUCK,
F
SEE DETAIL NP•
SILL
I r r 1 I I 1
FRAME ANCHORING
s. — 2X buck construction
or OP r- AS PSF
L
ASTRAGAL STRIKE JAMS
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adrysted to
maintain the min. edge distance to mortorjoints, additional concrete anchors
may be requhed to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN.' MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT.
TO MASONRY' TO ADJACENT
EDGE. ANCHOR•
ITw
1/P 1.1/4- r 4• TAPCONO
ITW
TAPCONe 3/16• 1.114• r
WOOD SCREW INSTALLATION NOTES:
M Inl in mi m e distance, 1"end dstance. & I"o.C. spacing ofII. a a a nrmu S/6• edg
wood screws to prevent the splitting of wood.
09
Ts
I
1
MASONRY TYP. HEAD
OPENING 3 JAMBS
FRAME
2x BUCK
SEE DETAIL -
2 L
63
DETAIL I
Attach as surfoce boll
shke pbTes to kome
as shown (Outw*g)
63 65 66
DETAIL J
Attach surface boll
strike plate at the threshold
Out-ing)
I I I 1 e
SEE DETAIL
ASTRAGAL
SHOWN FOR
REFERENCE
ONLY
r 0 _
F np
1
SILL
FRAME ANCHORING
Masonry 2x buck construction
for DP > AS PSF and
OP r- 6W5F
2
63
l 64
DETAIL I
Attach ashoggaaUsurface bolt
stoke plates to frame
as slows (ftwtngl
64
VDErA'IL 2
Attach surface bolt
strike plate at the threshold
p-MA9l
HINGE JAMS
LATCH i DEADSOLT DETAIL
Y n
ri
rr'rr *
A
s ZtssV 3
a =u
9 d 2
e¢ mdn
tn. JK
en LFS
nnwc w:
FL-15 336.9
aT 6 or 9
5
z
i
7.S -
1 I I to
7
SEE DETAIL
I" J
MASONRY TYP. HEAD
OPENING S JAMBS
ASTRAGAL _ L
SHOWN FOR
FRAME REFERENCE
ONLY
O
IX BUCK
F
SEE DETAIL O NP'
SILL -
I 1 I I I I 1 I
FRAME ANCHORING
masonry I X buck construction
for DP <= 48 PSF
7.S
I I I I_ o
SEE DETAIL
MASONRY 1YP. HEAD
OPENING b JAMBS
ASTRAGAL
SHOWN FOR
FRAME REFERENCE
ONLY _
d
I, (J
O
I X BUCK
IFSEEDETAILTYP•
SILL
1 I 11 11 I
FRAME ANCHORING
ASTRAGAL STRIKE JAMS Masonry 1 X fuck construcllon
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortorjolnts.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortar joints. additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension ore not exceeded.
3. Concrete anchor table:
L
r
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW o 1/4" 1.1/4" 2" 4"
TAPCON
ITw
3/16" 1.1/4" 3" TAPCONe
n WV JI.RL I vJ ll•11V1 ,_ ilt
1. Moinfoin a minimum S/B" edge distance. I"end distance, d I"o.c spacing of
wood screws to prevent the splitting of wood.
for OP > 48 PSF and
G OP <= 60PSF
2 67 63
o
I I
63 l 64
DETAIL I DETAIL 1
Attach ostrogol/surface boll Attach astragal/surface bolt
strike plates to frame strike plate to home
as shown (Outswing) as shown pnsmng)
63 65 66 64
63
DETAIL 2 DETAIL 2
Attach surface bolt Attach surface boll
strike plate at the threshold strike plate at the threshold
Ouhwing) (Inswing)
p
i f!T 0 p, O 0!
pf
vi
Q3
o
Eo iS V
S a C m
1n
0E `o z
r
I
y c
3 d tip
o3
min
fn x Dj88
O V
I Z
m U
V a
G
a
Hai
a
HINGE JAMB
LATCH a DEADSOLT DETAIL
cc N.T. S
Ir JK
m LFS
I- w w
FL-15036.9
cl 7 or _,q
n
Jy^
pW, mn
8 N • ;
sS O oy Z {
m
95.25
S ? O 4
iai ma`a
ear 18.3lr 20.63' 16S 11.36'
v££
IO IO
13 TYP
0
g o
13 TVP, TTP. 13
xWx
W
Oof
a
E IS IS
7
IV 3.25
uu
r
0.7S 1.91" - y 0.75
os
NN
pNWW Z
SEE NOTE I n33
a La .
a a i
0 z
e
I I-- o.13• e
1 GAl DET Il i
N Z O
NOTE:
WE 02124112 z
SEAL N.T.S. 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND
THE BOTTOM. owc BY. JK m
2
as er. LFS ;
auwwG NO •
a
r
FL-15036.9
u
p' -LGF 9 O
a
Blll Of MATERIALS
DESCRIPTION MATERIAL
1 X BUCK SG0.55 W000
2X BUCK SG0.55 WOODFAMAX. 1/4"SHIM SPACE WOOD
I/4"X2-3/4"PFH ELCOOR ITW CONCRETE SCREW STEEL
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F I/4" X I-3/4" ITW CONCRETE SCREW STEEL
G 3/16" X 3-I/4"PFH liw CONCRETE SCREW STEEL
H I /4" x 3-1 /4" PFH fI1N CONCRETE SCREW STEEL
I 1/4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL
J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL
K R 10 X 2" PFH W000 SCREW STEEL
L q8 X 2-I /2" PFH W000 SCREW I.IS" MIN. EMBEDMENT STEEL
1 HURRICANE ASTRAGAL ALUM.
STRIKE PUTESTEEL
ASTRAGAL FLUSH BOLTSTEEL
ASTRAGAL FLUSH BOLT RETAINER ALUM. rASTRAGALSHORTREACH COMPRESSION WEATHER-STRIP FOAM
LONG REACH COMPRESSION WEATHER-STRIPFOAM4" X 4"HINGE.097" THK.STEE
N 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME( STEEL
R 10 X I.1 /2" PANHEAD SMS STEEL
KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL
HEADER JAMB PINE SG >= 0.42 WOODr2OSIDEJAMBPINESG>=O.d2 WOOD
KWIKSET OEAOBOIT -SIGNATURE SERIES780 STEEL
UTCH STRIKE PUTE STEEL
DEADBOLT PLATE STEEL
31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
39 HIGH WATER DAM THRESHOLD ALUM.
40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS
d I WIOTFOI YIELD STRENGTH Fy (MIN.)6.000 PSI
THERMA-TRU FIBERGLASS
42 TOP RAIL COMP.
43 LATCH STILE WOOD
44 HINGE STILE W000
45 BOTTOM RAIL COMP.
46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE
60 1 /7' SURFACE BOLT SPACER STEEL
61 IVES SURFACE BOLT R454 8.0" L. X .25' THK. STEEL STEEL
62 I /4•ZO SEX BOLT W/ 1 /d-20 FEMALE ENO X I -3/4" L. STEEL
63 SURFACE BOLT STRIKE PLATE STEEL
64 A 10 X 2-i /2" PFH SCREW STEEL
65 3/16" X 2-1/4"PFH ITW CONCRETE SCREW STEEL
66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL
67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL
I— 4.56" -1 I Q .. a* Z c n
omi• •. rgy L N n
4 11 i 11 111 0 z
o
n i EQ z e
HEAD i SIDE R x Y m a a LI920lamb
14c oz
x€' d J''a
1-- 2 20' --1
L
o T 4.6T -I `,n J a zsmza
G 31 OUMIFACETNRESNOIDLOWIROFIIE =w o
m _
J
t5 VI 0 m
0
0
5.75
a
C J
i —
x _
Y n q
1 N N
V) z
e ' SEIf ADJUSTING SAOOIE 1HREHOlO = uii
D N
OOO K
n
4.56 1
8 — 2.36' h `
e r e^
I a
r- m
i I. Z LL& 19 0-Tr 02124112 i
Suu N.T.S.
NIGH WATER DAM THRESHOlO °" a 3K
39
m
CMK P' LFS ;
on.WM No ry
FL-150369 c
SNCti 9 or 9
a
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, Ft. 33595 Phone 813.659.9197
Florida Board of Professional Engineers Centftcate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Classic -Craft"
Exterior Swinging
Exterior Door 118 Industrial Or. Fiberglass Doubts Door w/ Sidelites
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. 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-15036.10 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 FLA 5036.10 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336-A,B,C
TEL 01460339-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
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
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
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
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.
2 Drawing No. Prepared by Signed & Sealed by
No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) .a ZtU-,4k11j9d,s Lyndon F. Schmidt, P.E.
o'- slur'/^tQ!oo Signed & Sealed by3. Calculations Prepared by Lie ' ( . L. o0
Anchoring RW Building Consultants, Inc. (CA #9813) ec° ';•'i ' i!.5,. J•,yndon F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.
43409 ;
4. Quality Assurance it
Certificate of Participation issued by National Accreditation and Managemen- :* ,
Institute, certifying that Therma Tru Corporation is manufacturing products -G'
within a quality assurance program that complies with ISO/IEC 17020 and :' S i t_ C'r 'Jy Lyndon F. Schmidt, P.E.
c/ a FL PE No. 43409
Guide 53. :
0.
r'-.`eAe 10/16/2017
Sheet 1 of 1 io : •, ' .,: r% •:
f0
0
THERMANTRU"
DOORS
Classic -Craft..
FIBERGLASS DOUBLE DOOR W/ SIDELITES
INSWING / OUTSWING
NON -IMPACT"
GENERAL NOTES
I. This product has been evaluated and 4 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'1•IVHI' this product is required to be protected with on impact resistant covering that
complies with Section 1626 of the FBC.
4. when used in areas outside of the "HVHZ'requiring wind bome debris protection this product is required to
be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2 1.2.
5. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2( buck
masonry construction.
6. Site conditions that deviate from the details of this drawing 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 sidelrtes meet
water infiltration requirements for"HVHT'.
8. Inswing configurations and outswfng configurations using sill items #31 b #33 under the active door do not
meet the water infiltration requirements for the "HVHT. Inswing units shall be installed (in the `HVHT') only in
non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees
TABLE OF C01,MtM
SHEET B DESCRIPTION
I Typical elevations. design pressures d general notes
2 Door panel details
3 Sidelrle panel details d Glazing detail
4 Horizontal cross sections
5 Vertical cross sections
6 Vertical cross sections
7 Buck and home anchoring - 2X buck masonry construction
B Frame anchoring - I X buck masonry construction
9 Astragal details
10 Bill of Materials & Components
105.S MAX. OVERALL FRAME WIDTH
z=
3
iO
x
M WxxSW
O O
b
P
O
uev-
Z
CgE0
y v a Qzmoa
9 0 o a
4
o=
yyd a v7
SWING
OVERALL
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
WITHOUT SURFACE
BOLTS
WITH SURFACE
BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0
OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0
au.02 24 12
swr N T 5
as:. ev JK
cMr. G'. LFS
FL-15036 10
zcr I Of 10
41
EXTERIOR 46
n
l "\HORIZONTAL CROSS SECTION
360 MAX.
R
VADPANEL TH
2
8
od
1.41r
1ILLI
1.4r
I 1,4T
1 —IP-4 "IlEL 13HOMWOWO= COMK*OM: OAK OG >- 0.671
EXTERIOR INTERIOR
2—\ VERTICAL CROSS SECTION
2
3
rE: 02124112 'z
ALE. N T.S. 11
BY. JK c
oc GY.. LFS
AWM NO.:
FL-15036 10
w 2 or 10
N
46
Q•,' i
EXTERIOR
O`^ ow
y °an52
13.75" MAR.
PANEL WIDTH 52 11 ss s\
i d m d
r .; z
7 1z'rnAx.
D.L.O. WIDiH r INTERIOR 51
o = v
9 o a
D I 29 SEE NOTE I Ri d
4 maa`4
18
HORIZONTAL CROSS SECTION
46
0 ° z
C W3Ja
Sr
5" GLASS s' cuss 26 23 J
SITE BITE
p oa
23
S: 25
1 /2" MIN
GLASS THK.
26
25
EXTERIOR
1 /7' MIN.
GLASS THK,
22
O O WO
csa2
z = EXTERIOR
2-5
W
d o I /a" 25 I /8"
wTEMPEREDTEMPEREDr`
c 3 GLASS GLASS
O a aEXTERIORINTERIOR
AIR SPACE AIR SPACE mr
a
INTERIOR
24 TEMPERED
INTERIOR
24 TEMPERED k
25
GLASS
29 25 18
GLASS
GI GLAZING DETAILinsWated GT GLAZING DETAILWlAated 88 OI5glassw/
smc lite frame
5 gloss w/
pvc file kama 18 29 at lio
N
SEE NOTE 1 0 0
2 oa
3
I.OB" I
1.08"
I
1.
w z
SO SIDEIlTE PANEL I I a
NOTE: WOOD SIDEUTE COMPONENTS. PINE (SG >z 0 121
153 rrNZ
NOTE: F
51
MTE 02124112 i
1 Spacing for item a 18 8 1129 (life frame screws) is scut N T.$ °
as follows. from the bottom up on sides: 6.5", with St SIDELITE TOP IL OTM. 52 SIDELITE STILE OWG By JK m
7) more spaced at 9 88" o.c. there are (2) screws Rai
EHIr eT LFS ; both top and bottom 2.13" in from each corner.
2 VERTICAL CROSS SECTION vw«G No °
3 FL-1503610 c
SHEET _L Of IO
N
Q
a
N
St
R
a
fERIOR
4
IERIOR
O.IS
CSINK
TYP.I
B C
1-1/4•Mw. 1 HORIZONTAL CROSS SECTION
4
21
0— 17
61
3
4'
4
t<
D
EMB. (TYP.) 4 Outswing shovrtl • Inswing
also oppl $ d S 4 3
6 6 6
NOTE:
I. The sidetite is direct set into the iamb
with (12) item AM (N8 X 2"PFHwood
screw). There ore (4) at each vertical
jamb from the top down of 13.5". 31",
48.5" 8 66".
2 HORIZONTAL CROSS SECTION
4 ou ap gpro d o
INTERIOR
EXTERIOR
3 HORIZONTAL CROSS SECTION
4 Outswing configuration
OTE I
INTERIOR n
4
EXTERIOR
ierrWrIM
S HORIZONTAL CROSS SECTION
4 Shown w/1X$O-Wa
EXTERIOI
INTERIOI
n
oO
i v,• i•,y; V 01 h
rlllll Onol111 Z
o U • Z {
x: R° made
g go
C
z
3 2WN'^
W
CZ
3 D: Vf
N
I o
4 HORIZONTAL CROSS SECTION
q Inswing configuration
TE• 02 24 12 =
AM N.T.S. °
Ilr• LFS 3
FL- 150,36.10 "- a
s:Er 4 or IQ G
INTERIOR
1 VER17CAL CROSS SECTION
S Oso p
g Shwan • vowing
also opproved
rs. sheet I
infihotton
a
0
r\Vfilr
MEMMINIS40C.o da:I 00EXTERIORINTERIOR
INTERIOR O.
1
I61VERTICAL CROSS SECTION
62
7
All _
EXTERIOR INTERIOR
e
e
5 VERTICAL CROSS SECTION
66
Oufswing configuration
see general notes. sheet I
for'HVHr water infitration
requirements
cn
am
gy: Ln.1.....••`
nN >°
11 Y U R Z
V a • Z {
Vszzo
N Nr 5 dcm
maaais
CZ
o
JE.02 24112
ALE: N. T.5
IG .r JK
W.1n LFS
A. WG NO.
FL- 15036.10
Ica 5 Or 10
SO M ;
6
t
SEE NOTE I
INTERIOR EXTERIOR
1 VERTICAL CROSS SECTION
6
ammo cPPra= •
ft-g
INTERIOR
SEE NOTE 11 M J
11
0
EXTERIOR
3 VERTICAL CROSS SECTION
6 Ouhw(ng configuration
EXTERIOORR
SEE NOTE 1 l M
INTERIOR
5 VERTICAL CROSS SECTION
6 outs*" configuration
SEE NOTE I
INTERIOR EXTERIOR
Z VERTTCAL CROSS SECTION
6 Shown w/ I X subbuck
f71 i p
III " ••
60
V
P
8502
J Ri
E 2
ad
mW5a2 a 4
NOTE:
1.
Anchors
oss'Y thru hood and Sal of
Pin from each corner end. 4 VERTICAL
CROSS SECTION 6 InswMg
configuration I tt
N.
T.S. ti a.
JK w LFS
awc w.:
FL-15036.
10 UV _L
or t0
14
MASONRY
OPENING
D
TYP HEAD
S JAMBS
ASTRAGAL AND
MULLIONS
SHOWN FOR
REFERENCE
2X BUCK ONLY
SUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW a 1/4" 1.1/4" 2" 4"
TAPCON
ELCO
ULTRACON a 1/4" 1.1/4" 1" 4"
ITW o 3/16" 1.1/4" 3' 1.1/2"
TAPCON
UUU at,KCW rMrnu.• WN nvrC3.
I. Maintain a minimum 5/8" edge distance, 1"end distance. IL I"o.c. spacing of
wood screws to prevent the splitting of wood.
3•
S—
I I
MASONRY 1
OPENING
FRAME
2X BUCK 1
ASTRAGAL STRIKE JAMS
F. 63
DETAIL I
Attach astragal/surfoce bolt
stoke plotes to frame
as shown (Oulswing)
63 65 66
DETAIL 2
Attach surface bolt
strike plate at the threshold
Oufswing)
UUU at,KCW rMrnu.• WN nvrC3.
I. Maintain a minimum 5/8" edge distance, 1"end distance. IL I"o.c. spacing of
wood screws to prevent the splitting of wood.
3•
S—
I I
MASONRY 1
OPENING
FRAME
2X BUCK 1
ASTRAGAL STRIKE JAMS
F. 63
DETAIL I
Attach astragal/surfoce bolt
stoke plotes to frame
as shown (Oulswing)
63 65 66
DETAIL 2
Attach surface bolt
strike plate at the threshold
Oufswing)
I
I II II I
i
n
FRAME ANCHORING HINGE JAMS
Mowery 2X buck conshuclion
2 63
64
a
I
l 1
DETAIL 1
Attach oslragoVsurfoce bolt
strike dotes to home
as shown (Inswing)
64
63
DETAII 2
Attach surface bolt
slnke plate at the threshold
Inswing)
28
t
l
L
27
LATCH 4 DEADSOLT DETAIL HINGE DETAIL xc N. T S
w ev JK
K er LFS
A—G Mo.
F'L-15036.10
T 7 or 10
TS 6 -
ITio\\\\\ *
rrIIIIIII
z QtO`tn dm
ice'• ` 2 c • n
I \ N hIIII \\\\\ = C m O
r 1 tss o n z
MASONRY
OPENING o • m a a a
28
l 3a
U
m
2
FRAME a xg
O D
rn
H 27 in 00U
WV U} L =mZ
W
1 X BUCK LATCH A DEA08OLT DETAIL 0 (Q
u)
CL a
LL
12
1Q
4
n r
1Q NN
N
O O z
W W N
HINGE JAMS a Zi
ASTRAGAL STRIKE JAMS FRAME ANCHORING 202
CONCRETE ANCHOR NOTES:
Masonry 1 X tuck construction HINGE DETAIL
La LU
1. Concrete anchor locations of the comers moy be adjusted to maintain the ndn.
edge dhfance to mortor)dnts.
2. concrete anchor locations noted os MAX. ON CENTER' must be ocMted to
maintain the min. edge distance to mortorjoirllt, additional concete anchors 65 66 2 ^ amayberequiredtoensuretheMAX. ON CENTER' dimension are not exceeded. 64 63 -
g_ 3. Concrete anchor table: a a'
o N - Z
arc 02124112
I SO
63 sA: N.T.S. 9
63 G 64 2 o.G NY. JK m
DETAIL 2 DETAIL 2 DETAIL 1 DETAIL I cm. BY. LFS 3
Attach surface boll Attach surface bolt Attach a oUsurfoce boll Attach as surface boo o.Aw. G NO..
strike plate at the threshold strike plate at the threshold strike plates to frame t 91 FL-15036.10 "
1. oln a a ndrdmu S/r edged spacing m-mg) (Out-") as shown (Inswing) o
wood screws to prevent the splitting of wood. swca 8 of I 0 O
SEE DETAIL
1"
TYP. HEAD
3 JAMBS
ASTRAGAL
SHOWN FOR
M TYP. REFERENCE ONLY
N F TYP.
Slll
SEE DETAIL
I
I I 1 I I I 1 I I
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
SIZE EMBEDMENT
iO M/ISONRI'. . TOADJACENT TYPE
EDGE ANCHOR ITw
a 11' 1-1/P r P TAPCON
ITw
S/
1P 1.1/1• 3• 1.1/r TAPCONew000
SCREW INSTALLATION NOTES: M
t N m distance, I•enddtrlonce.Al'o.c. of
1
T.
Ii ••'•
Doi
gyp
J 0
II ..••
O O
1 p
I 2
111 zo °n i1fillUN
o
ERi = u:U
Y
95.2S' mdo`
w
IB.BB" ----------- 18.38" 20.63' 18.5 14.38" -{ 0c.
m
I
z
CW
J4
lO0
j3 TYP
IrO J
Q
I
O
13 TYP TYP. 13 Z mi-3.25Y
C7 3W $
0
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I
0 7S'
1.91" I 0.7S,
N N
W W O
1 n3 w
e
N
ZiSEENOTE
ow
r
o o
4
O z
4 —o.lr W =
o
I ASTRAGAL DETAIL i
N - 0Z U
NOTE:
WE. 02124112 i
SIDLE N.T.S.
u
1. THE ASTRAGAL BOLT HAS A X THROW AT THE TOP ANO
THE BOTTOM. owc. BY. JK m
CHK BY. LFS ;
oluvnKc Ho.
a
N
FL- 15036.10 0
sHea 9 OF T 0 IQ
s
OF MATERIALS
REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL
A I X BUCK SG >= 0.55 WOOD 21 KWIKSET OEAOBOIT •SIGNATURE SERIES 780 STEEL
B 2X BUCK SG >= 0.55 W000 22 1 /8 THK. CELLULAR GLAZING TAPE
C MAX. 1 /4' SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME SMC PVC
D 1/d X 2-3/4"PFH ftC0 CONCRETE SCREW STEEL 21 1 /4' INTERCEPT SPACER STEEL
E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI3piORHO
CONCRETE
25 SILICONE CAULK SILICONE
Q_•
gegoCjl „
Jn
i lfl . 4p
1 ul `% $ Si z
e o;ij
m Z 2621
eZ
Eo
34
iQ
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IR
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00
N N
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F 1.56• G3 2.20' --1 i
2.I T -{
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E==- 1 00
fT TI I DADA
19 20 NEAbD i SIDE 16
NG S DEUIE
S 1 RUMI fACE iNRESHOU) LOW IROfIU!
rF- 134r2.
5rl 2.IS'
1.56' 1.68' — I I 1.69 'I
2.14'I.6B• --
tw
5.75 --
r —T DATE 02 24 12 i%
0L _wu. N.T.S.
a orc. er.
JKL0.5T --i I 1 aK. w: LFS ;
I
w.wwc wo.
o
S9 HIGH W lER OAM WRESHOW !3 5 U/ LITE FRAME13 LING W G SIDE 24 lAfI1C U/ UTE FRAME SS
V AOlUS11NG SADDLE THRf ID FL-15036.10
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BILL
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1/2/2018 Florida Building Code Online
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SCIS Home Log In I User Registration : Hot Topics I Submit Surcharge . Stats & Facts I Publications FBC Staff BCIS Site Map I Links I Sear
Honda
g Product Approval
USER: Public User
Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail
0
i t- FL # FL15332-R4
Application Type Revision
is Via'+, Code Version 2017
Application Status Approved
A : '' f 7 •: a ..r Commentsffi4
t . i• : j Archivedi;,•
Product Manufacturer MI Windows and Doors
i?Aj t
Address/Phone/Email 650 West Market Street
i;,l;:.? '.."t'•1, Gratz, PA 17030
t"• '
ra
717) 365-3300 Ext 2560
i!''•;;,' bsitlinger@miwd.com
v" •• :. a.. Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
t,. ' •Jfw . .. 1 f Technical Representative
1 Address/Phone/EmailY,
y.`, T:: Quality Assurance Representative
t; , , ,:,•' . Address/Phone/Email
yl, yK'lr Category Exterior Doors
K t••. ?, ','' n Subcategory Sliding Exterior Door Assemblies
N 4
i;• ._•._ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
y;;;.;•r•+:<, Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License PE-62514
1 :•:y5 '.:?: '.:; Quality Assurance Entity National Accreditation and Management Institute
a' ••• •,._."' Quality Assurance Contract Expiration Date 12/31/2018
f;•, :cr,t-•~:'
Validated By Steven M. Urich, PE
t:•; , •Ff :; Validation Checklist - Hardcopy Receivedi:;
tilt • •• t'• i t
L44:4 rift!", Certificate of Independence FL15332 R4 COI FLCOI.odf
t• •• Referenced Standard and Year (of Standard) Standard Year
r t:tF{•
j'; d AAMA/WDMA/CSA 101/1.5.2/A440 2008
Equivalence of Product Standards
q Certified By
Sections from the Code
1''•f ProductAApproval MethodPP Method 1 Option D
Date Submitted 08/11/2017
r,,. -: Date Validated 08/13/2017
l?j? , • ,, y. j Date Pending FBC Approval 08/ 15/2017
https://vwwv.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRWPRXRfEB7U42Zdg%3d%3d 1/3
1/2/2018 Florida Building Code Online
Date Approved 10/10/2017
Summary. of Products
FL tt I Model, Number or Name Description
15332.1 I SERIES 420 ALUMINUM SGD I SERIES 420
REINFORCED
ALUMINUM SGD OXO 145-3/4"x80" NON -
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS332 R4 U 08-OOSOOE.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10807D.odf
15332.2; SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW,
REINFORCED - - -
Limits of Use _ _ Installation Instructions'
Approved for use in HVHZ: No' 1FL15332 R4 U 08-00498E.g&__
Approved for use outside HVHZ:__ Yes Verified By: Luis Roberto Lomas 62514,
Impact Resistant: No' `Created by Independent Third Party _ Yes;
kDesign Pressure: N/A`Evaluation Reports_____ _
Other: REFER TO_APPROVAL _DO_C_U_MEN_ T FOR DESIGN PR_ES_SU_ RE 'FL15332 R4 AE 51080SD.odf;__
RATINGS; 'Created by Independent Third Party: Yes
REINFORCED
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
15332.4 SERIES 420 ALUMINUM SGO,
limits of Use '
Approved for use in HV_HZ: No
Approved for use outside_ HVHZ:_ Yes
Impact Resistant: No'
Design Pressure: N/A' __
Other: REFER TO APPROVAL DOCUMENT fOR DESIGN PRESSURE,
REINFORCED
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
RATINGS
15332.6 I SERIES 420 REINFORCED ALUMINUM
SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
RATINGS
15332.7 I SERIES 420 REINFORCED ALUMINUM
SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
332.8; SERIES 430/440 ALUMINUM SGD,
Installation Instructions
FL1S332 R4 It 08-02248C.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15332 R4 AE S12968C.odf
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96
Installation Instructions'
FL15332 R4 If 08-02249C.odf'
Verified By: Luis Roberto Lomas 62514 _
Created by Independent Third Party:_Yes,
Evaluation Reports'
FL15332 R4 AE S12969C.odf
Cread by Independent Third Party _Yeste
Installation Instructions
FLIS332 R4 lI 08-022SOC.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS332 R4 AE S12970C.odf
Created by Independent Third Party: Yes
SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96"
Installation Instructions
FLIS332 R4 It 08-00499E.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15332 R4 AE 510806D.odf
Created by Independent Third Party: Yes
SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
Installation Instructions
FLIS332 R4 II 08-00SOIE.odf
Verified By: Luis Roberto Lomas 62S14
Created by Independent Third Party: Yes
Evaluation Reports
FLiS332 R4 AE S10808D.odf
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON=,
https://www.fl tidal
Limits of Use, nstallation Instructions
1/5/2018
Approved for use in HVHZ: No FL15332 R4 if 08-00502E.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510809D.Odf
RATINGS Created by Independent Third Party: Yes
15332.9 I SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 It 08-00503E.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 5108100.odf
RATINGS Created by Independent Third Party: Yes
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https-//Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-TS.
6. UNITS MUST BE GLAZED PER AST1M E1300-04/09. WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH
70 ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS .048• THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX. XIP, PIX.
TABLE OF CONTENTS
DESCRIPTION
t I NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION
scv I oatavlw I Ira I A-00.0 1
I A IADDED CHARTS 103/05/12 1R.L I
8 REVISED PER NEw TESTLNC 1 10/29/13 R.L.
C ADDED FIANCE AND RN INSTALLATIONS 1 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 07/30/15 I R.L. '
E REVISED INSTALLATION DETAILS 06/20/17 R.L
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650
01IIIIIIII/"l
RElvo4'
F"iGRAIZ,MPAK17030REET N\J\
o:
V` SF P
0 6SERIES420SGD
96' X 80' NON -REINFORCED
oNOTES TAT OF ` pG •• • `
i i°t.S ; l OR10T; GO !ZawxIINCNo. AEv
08-000 498 40... O
se u a1[ NTS 02/25/09 1 OF 10
Luis R. Lomas P.E.
FL
LROWATOLCMASPE.
14=14000FGWDROLEMOUE.NC27=
AN4##4609 Aonuf®bepnafyr mm No.: 62514
I
6" MAX
95- MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART y3
FOR NUMBER OF
LOCATIONS REOUIRED
17"
1
MAX I_
6" MAX
17"
MAX O.C. O X
10" T
LAX
ACE
ICHT
6" MAX
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.OPSF NONE
SEE CHARTS #1 AND r2 FOR OTHER UNITS RATINGS
NOTES.
1. MAXIMUM PANEL SIZE, 48 1R' x 79'
2 MAXIAILIMD.L.O:44Wx74"'
to (1) FIAT tADUNTEO HANDLE SET (PART
ra. (t)MfTALL1CTA. DEMROLLERS(PART
6" MAX
LOCATED 38 3t4' CN CENTER FROMPANEL BOTTOM
AT EACH ENO OF PANEL BOTTOM RAILS
RLV O=Run*m DATE I .PORNID
A ADDED CHARTS 03/05/12 R.I.
8 REVISED PER NEW TESTLyG 10/29/13 R.L.
C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R L.
D REVISED INSTALLATION DETAILS 07/30/%$ R.L.
E REVISED INSTALLATION DETAILS 06/20/17 R.L.
CHART If
WHERE WATER INFILTRATION RESISTANCE IS REOUIRED.
SEE NOTE 9SHEET r
Design pressure chart (psi)
Ran Singe Parlel and Total Frame Vfth (n)
Height
30.0 36.0 410 48.0
in)
60.00 7100 84.00 96.00
Pos I Moo I PosI Nog I Pos I Nog Pos Nog
80.0 40.0 1 55.1 1 40.0 1 48.2 1 400 1 43.4 400 1 40.0
CHART Ir2
WHERE WA TEA INFILTRATION RESISTANCE IS NOT REOUIRED
SEE NOTE 9 SHEET I
Design pressure Chart (psi)
Frame Siy)la Panol am Total Frerte W41h (n)
Hoom
n)
30.0 36.0 410 48.0
60.00 MOO 54.00 9G00
Pos Nog Pos I Neg Pos Nog Pos Nog
80.0 551 1 551 48.2 1 48.2 43.4 1 414 40.0 1 40.0
CHART R3
Number of anchor locations repulrod
Frame Singlo Panel and Tour Frame wain (n)
Hagnt
30.0 36.0 1 42.0 48 0
n)
60.0 720 1 84.0 96.0
HAS I Jamb I HAS I Jamb I HAS I Jamb I HAS IJamb
80.0 4 1 5 1 5 1 S 1 6 1 5 1 6 1 5
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96' X 80" NON -REINFORCED
ELEVATION
F.A. 08-00498
Swt NTS oat 02/23/09 1 SHEE72 OF 10
L A08EATO LOMAS P E
14M %OODFOW RD LEWISVILLE, NC 2,"
4N-600609 .com
SIGNED: 0612W017
rO,.Eb 2N SF9s
TAT
OR10t•'
Luis R. Lomos P.E.
FL No.: 62514
6' MAX
6' MAX
17•
MAX O.C.
MAX —
FRAME
HEIGHT
6' MAX
96' MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART 14
FOR NUMBER OF
LOCATIONS REOUIRED
1T
Dr 6' MAX
CHART I4
NumOn oIsfi&" twUonll"uf d
Rs S1ge Anal sro Toltl W wan In)
a
3ao as.o u.o 41Lo
n) 6Qo
N4S Jst"
720
MLS Jsme
M.0
H45 AmD
Ol0
AILS JsmD
4A0 4 1 5_1 S 1 S 1 6 1S 6 S
SERIES 420 SGO
EXTERIOR VIEW
2) ANCHORS PER LOCATION
AT Sill
DESIGN PRESSURE RATMIG I IMPACT RATING SEE CHART 84
FOR NUMBER OF
140.0PSF NONE LOCATIONS REQUIRED
SEE CHARTS It AND 02 SHEET 2 FOR OTHER UNITS RATINGS
NOTES:
I. MAXIMUM PANEL SIZE: 48 1/2— 4 79•
MAXlhfUM O.L.O.: 44 SAY s 74 _ltr
NARDWARBSCHEDULE
FLAT MOUNTED HANOIE SET (PART s99-0a.145) LOCATED 38 3141 ON
METALLIC TANDEM ROLLERS (PART 089.17.19S) AT EACH END OF PA
O[5CW/IION DATE' APPROVED
ADDED CKAR S 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96' X 80` NON —REINFORCED
FIN ELEVATION
DRAWIC
F.A. 08-00498
IOU NTS D`R 02/23/09 —3 OF 10
I. AOSERTO LAMAS P.E
tq? MOOQfOAO AO if WLSVILLE. ACYiO'J
SIGNED. 0&202017
S IRoIri///,
9E OF ,
F•'c0A%ov.
djs,NAitE G`
Luis R. Lomas P.F,,
FL No.: 62514
1/2- MIN.
EDGE DISTANCE
WOOD FRAMING
1 3/8' MIN.
OR 2X BUCK EMBEQMENT
BY OTHERS
MAX.
SHIM
0 WOOD SPACE
SCREW
EXTERIOR 11 11 11 11 INTERIOR
I10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOw.v FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE
DESIGNED W ACCORDANCE WITH ASTM E2112
1 3/8- MIN.
EM.8EDMENT
7 --
1/2- MIN.
EDGE DISTANCE
E SET IN
APPROVED SEALANT
10 WOOD
SCREW
WOOD F.3AMING
OR 2X BUCK
BY OTHERS
MIN,
VENT
MIN.
STANCE
REVISIONS
mcidn" DATE APOR ED
ADDED Cr1ARTS 03/0!/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.I.
ADDED FLANGE AND flN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 07/30/15 R.I.
REVISED INSTALLATION DETAILS 06/20/17 1 R.L.
1/4- MAX.
SHIM SPACE
I
INTERIOR
k_ EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FjWflNG OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
DMrN we No.
F.A. 08-00498
stxt NTS — 02/23/09 5a4 OF 10
L ROSERTO LGMAS P.E
V WOODFORD AD LEWISVILLE. NC 27027
47 BBbOo'09 .Auma Llmu-.p. am
SIGNED: 06/20/2017
E N
p : TAT OF a-
Lug
0 R101- G2\
SIONA `tE
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
110 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2' MIN.
EDGE DISTANCE
W B r SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II 11 11 INTERIOR
ALL TO BE SET IN
I BED OF
IPPROVED SEALANT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIC,NED IN ACCORDANCE WITH ASTM E2112
r-
1/2' Mil
EDGE DIST.@
I
010 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
M I ocscReno. DATE APPROVIM
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R L
D REVISED INSTALLATION DETAILS 07/30/15 R.L.
E REVISED INSTALLATION DCTALS 08/20/17 RL
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SOD
96" X 80` NON —REINFORCED
FRAME INSTALLATION DETAILS
DRWK 01YC n0.
F.A. 08-00498
KALE NTS — 02/23/09 —5 OF 10
L. ROBERTO LOWS PE.
JZ WDODFORD RD LEWISVILLE. NC 2=3
q EMOc09 i0om nao. mn
SIGNED: 06/20/2017
61is141, k
TATE pF
10RLOt.•
ONA `1?
G`
Luis R. Lomas P.E.
FL No.: 62514
ALVISIONS
y 1 1/2" MIN 1" MIN. LR DATE "nogOID
ij SEPARATION EDGE DISTANCE I— A ADDEO CHARTS 03/05/12 R.L.
1 B REUSED PER NEW TESLNG W/29/13 R.L.
C ADDED FLANGE AND FlN INSTALLATIONS 12/06/13 R L
1 1/4" MIN.
EMBEDMENT 0 REVISED WSTALLATiON DETAILS 07/30/15 R.L.
CONCRETE/ I
1 1/4" MIN.
EMBEDMENT E REVISED tNSTALWT10N DETAILS 06/20/17 R.L
MASONRY
BY OTHERS 1/4' MAX.
SHIM SPACE
OPTIONAL
1X BUCKTO
1/4` MAX.
IBE1 r SHIM SPACE
PROPERLY
SrECURED EDGE
II INTERIOR
SEE NOTE 3 DISTANCE
SHEET 1
3/16` TAPCON
I
3'
r I J t
EXTERIOR INTERIOR SEPARATION f
K
SILL TO BE SET IN o '
A BED OF APPROVED SEALANT 3/16` TAPCON
3/16" TAPCON EXTERIOR
CONCRETE/MASONRY
y BY OTHERS
MASONRY/
OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL
CONCRETE TO BE PROPERLY CONCRET&MASONRYINSTALLATipV
1 BY OTHERS SECURED
SEE NOTE 3 SHEET 1
T
1 1/4• MIN. NOTES:
EMBEDMENT 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS.
41 NOT SHOWN FOR CLARITY.
a' . 2 PERIMETER ANo JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2712
ht SIGNED. 0612012017
z 7/8` N 1` MIN.MISEPARATIONEDGEDISTANCE WINDOWS AND DOORS LLC w11111I'III
650 WEST MARKET STREET R. 1 p
VERTICAL CROSS SECTION GRATZ, PA 17030
CONCRETEuASONRYINSTALLATIOAI SERIES 420 SGD
FRAME INSTALLATIONINFORCED DETAILSzpTSOF oAAvm:
o c 10. An i dFs,OCORIO;•G`4
F.
A. 08-00498 E slpOVAL1E f'
WALl NTS OA" 02/23/09 I—L_r6 OF 10 LROBERTOLOMASP.
E. t
LE W7SY/LL'E+7 LyjS R. LOR10S P.E. ANDRD
FL No.: 62514 J
WOOD FRAMINC
OR 2X BUCK
BY OTHERS
10 WOOD
SCREW
OD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN.
EDGE DISTANCE
1 3/8' MIN.
EMBEDMENT I
SHIM SPACE
010 WOOD
SCREW
EXTERIOR 11 11 11 11 INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SNOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM &112
1 3/8' MIN.
EMBEDMENT
T-
1/2' MIN.
EDGE DISTANCE
10 WOOD
SCREWS
IE SET IN
APPROVED SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
RENT
MIN.
woc uISTANCE
1/4' MAX,
SHIM SPACE
Rfl15gNS
oCSC1RPRON DATE APPROVED
ADDED CHARTS 03/05/12 KL
REMSEO PER NEw TESTING 10/29/13 R.L.
ADDEO FIANCE AND FW INSTALLATIONS 12/06/13 RL
REvISM INSTALLANoN DETAIS 07/30/15 R.L.
REVISED 1NSTALLA110N DETAILS 06/2O/17 JPL
INTERIOR
l EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED. 061M,2017
MI WINWS DOORS LLC Ift.. L0650DwOESTMARDEREET
GRATZ. PA 17030
S
GEN9t 9'P
F1 aSERIES420SGD
96" X 80' NON —REINFORCED G,hw`
FLANGE INSTALLATION DETAILS A • STATE OF
oRAw1c orc w REV
08 E
Luis R. Lomas P.E.
FL No.: 62514
wilt NTS 0A7E 02/23/09 SK`7B OF 10
LR09ERTDLOWASP.E.
14X W000F0WRDLEIWSWU& #YC?A•0.7
aasaeos
1/2 MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
LF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
EXTERIOR
1/4' MAX.
T44
SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
ILL TO BE SET IN
1 BED OF
1PPROVED SEALANT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.
I INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE VOTH ASTM E2112
L
1/2'
MIN.
EDGE
DISTANC
110 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
R VAS"s
RLN DESCRPT*N DATE APPROMD
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FLANGE AND FIN IHSTALLATIO..4S 12/06/13 R.L.
D REVISED INSTALLATWN DETAILS 07/30/15 R.L.
E REVISED INSTALLATION DETAILS 06/20/17 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRA72, PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 1 08-00498
scar NTS Io•'r 02/23/09 —8 OF 10
L. ROBERTO LO"AS P E.
TAX `1'OODFCRO 40 LEWISVILLE. NC27=
s+-dArae49 .00marBPuma pu, com
SIGNED. 0612012017
0U11111111",
FL ' L 0,4'i
0 51 C x'
OOF
f".L O;t ID" G2\
ONA 1"otil1E
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/
M40NRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16- TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2- MIN I. MIN.
SEPARATION EDGE DISTANCE
1 1/4- MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
3/16- TAPCON
EXTERIOR U—U U If INTERIOR
1 1/4- MIN.
EMBEDMENT
1• :. o
MIN.
EDCE
DISTANCE .
I
3' •
MIN ,
SEPARATON
REVISIONS
DEsClevnom DATE APPRov1D
ADDED CHARTS 03/DS/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 ILL.
REVISED INSTALLATION DETAILS 07/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L.
t/4- MAX.
r SHIM SPACE
I I INTERIOR
3/16- TAPCON `
EXTERIOR
SILL TO BE SET IN
A BED OF CONCRETE/MASONRY
APPROVED SEALANT BY OTHERS
JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK CONCRETEMASONRYWSTAL[ATION
TO BE PROPERLY
4. 1 1/4- MIN.
EMBEDMENT
2 7/8- MIN I 1 • MIN.
SEPARATION rr EDGE DISTANCE
VERTICAL CROSS SECTION
CONCAEIE4NASONRYINSTALLATION
SECURED
SEE NOTE 3 SHEET 1
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY07NERS
NOT SHOWN FOR CLARITY.
2: PERIANETER AND JOINTSEALANT BY OTIIEAS TO BE DESIGNED
IN ACCORDANCE WfTM ASTM E2112 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ.
PA 17030 SERIES
420 SGD 96'
X 80' NON —REINFORCED FLANGE
INSTALLATION DETAILS aR,
uvN: orc Na F.
A. 03-00498 Le
NTS — 02/23/09 —9 OF 10 L
R0aEATO t0M4S P.E. 14W
w000FORD RD LEWSmLE NC 270M 4214a"" .
apnLvQrwmaF Dm SIGNED:
0620&017 GlEti
64TA
ieOF0,
41 R
0 RID" • : 0/
0, * 11 N N
Luis
R. Lomas P.E. FL
No.: 62514
WOOD FRAMING
BY OTHERS
g8 WOOD
SCREW
1 1/4'
MIN.
EMBEDMENT v I
APPROVED SEALANT
BEHIND FIN
7/16' MIN
EDGE DISTANCE
APPROVED SEALANT
BEHIND FIN
8 WOOD
SCREW
7/16- MIN
EDGE DISTANCE
EXTERIOR
1/4' MAX
ISHIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE —
BY OTHERS
TRIM
1 1/4, MILS.
EMBEDMENT
WOOD FRAMING
BY OTHERS INTERIOR
1/4' MAX HOOK STRIP
1/2' MI..4.
EDGE DISTANCE
1
L
RLV6UNS
DMAIPIIOv DATE APPROVED
ADDED CK1kTS 03/05/12 R.L.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.l
REVISED INSALLATION DETAILS 07/30/15 RL. '
REVISED INSTALLATION DETAILS 06/20/17 1 R.L.
1 5/8' MIN.
EDGE DIST
TRIM
INTERIOR
MASONRY/CONCRETE -
BY OTHERS
HOOK STRIP
SHIM SPACE 110 SELF DRILLING
SCREW
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4.9.
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY
2. PERIMETER AND JO;NT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E_ 112
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
INTERIOR
HOOK STRIP
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
r.IETAL STRUCTURE
1/2' MIN.
EDGE DISTANCE
1 3/8' MIN.
EMBEDMENT
010 WOOD
SCREW
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
2X BUCK WOOD FRAMING
1 1/4' MIN.
EMBEDMENT
1X BUCK BY OTHERS.
IX BUCK TO BE
PROPERLY SECURED
3/16' TAPCON
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION
A!ASONRY,CONCRETE
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD
96" X 80' NON —REINFORCED
FIN AND HOOK INSTALLATION DETAILS
DRAWN: OK AO.
F.A. 08-00498
SCALE NTS I D" 02/23/09 -EET 10 OF 10
L ROBERTO LOAIAS P E.
14=WOODFORD AD LEWISVILLE, NC 2703
seboGo9 no usl>0aara zp..aon1
SIGNED: 0612012017
0\111111/I///
O//.
G E N ' -
S TVAT0ONA `
1Vx\ 1111Luis
R. Lomas P.E,. FL
No.: 62514
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS N07 USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
S. SHIM AS REGUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING 14TO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WAIL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0-0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—TS .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. x0. xx, xP. Px, x1p. PIx
TABLE OF CONTENTS
DESCRIPTION
t I NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATIO
ALVSONS
DLsa "10M a1T AM400CD
ADDED FLANGE AND FW LNSTALATION 12/10/13 ILL
REVISED INSTALLATION DETAILS 08/03/15 ILL
REVISED INSTALLATION DETAILS 06/21/17 RL.
SIGNED: OB/21/2017
MI WINDOWS AND DOORS LLC
650 WEST
A
MARKET
GRATZ. P1 T030REET N%
111 IIIIIA// J
S RE N O'
C
SF •.P g*•
0
5 x= SERIES420SGDREINFORCEDWITHOUTADAPTER96'
X 96' l =_ NOTES
p , TATE OF • q, Z/
i`rS/ lul!
R. Lomas P.E. V•
L• 08-02249 C sr
u 1AIC y NTSt0/30/13 1 OF 10 LA0BEAT0L0"%$
P.E. 1437W00DF0AD
AD LEw$vALL.E. NC27DT w-"
9-0"9 co, FL No.: 62514
96' MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART 13
FOR NUMBER OF LOCATIONS
REQUIRED
6' MAX -
I
L 17' MAX
I
O.C. 6' MAX
I
6' MAX
i
1)" MAX
0 C.
96'
MAX
FRAME
HEIGHT
6' MAX
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
EXTERIOR VIEW
DESIGN PRESSURE AATING IMPACT RATING
t35.0PSF NONE
SEE CHARTS II AND 02 FOR OTHER UNITS RATINGS
NOTES.
I. MAXIMUM PANEL SIZE: 481,2x 9S'
2 MAXIMU/A D L.O.: 44 S8• x 90 S8'
HARDWARESCHEDULE
FLAT MOUNTED HANDLE SET (99-04.145) AT 38 314• ON CENTER FROM PANEL BOTTOM
METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS
JMNUM6063-T6 REINFORCEMENT (688) AT ALL PANEL INTERLOCKS
CHARTs1
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET I
RNS4RK
w I DCSCNPWN WE APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 08/03/15 R.L. -
C REVISED INSTALLACION OL1Nl5 06/21/17 R.L.
Dos(gn pressure chart (PA
Ffwa Shpb PJI1b1 an0 Tout Fromo NCIh (In)
bgnt
J00 36.0 420 4A0
h) 6o.po 7200 aaoo 96.00
Pos Hop Pos I Nap at Hop Pos Nap
o 40.0 SB.a 40,0 50.9 0 0 a5 7 40 0 420
IAO 40.0 552 40.0 a8.0 00 a3.0 39a 394
920 400 524 40.0 45.a a0 0 aD.6 37.1 37 1
96.0 400 49.8 40.0 43.1 38 a 38 4 35 0 35.0
CHARTs2
WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED
SEE NOTE 9 SHEET I
Doslgn Prm uro chart (050
Frame Singlo Paw X4 TOIa1 Frame 1N001(n)
Hasm
JAO 1 xo 420 46.0
60.00 7200 a4 00 06.00
Pot NOD Pos Hop Pot Nap Pos Nap
Sl0 58.4 8.4 50.0 639 45.7 1 457 42.0 1 42.0
Sao SS .2 55.2 48.0 48 0 43.0 1 430 39.4 394
20 52.4 52.4 4$.a 45.4 40A 406 37.1 371
Pao 49.8 49.8 43.1 a3.1 a 38 4 15.0 35 C
CHART 19
NumbOr of anChor I*CaLIOAS raOu)fod
Frame Sroro PWOW WIC Taal Fiona WkIIA (h)
HopM
3a0 1 360 420 1 AS0
h)
60.0 1 720 04.0 1 96.0
N65 Jamb HSS Jamb H4S Jamb HLS lamb
0 4 6 S 8 6 6 8 6
8.0 4 6 5 6 6 6 6 1 6
4 8 5 8 6 6 8 6k92096.0 4 6 5 6 6 6 6 6
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96" X 96"
ELEVATION
V.L. 08-02249
scut NTS °N1C 10/30/13 5r OF 10
L. ROBERTO LOMAS P.E.
I43211000FORO R0 LEwISVILLE, NC 270.'•J
434440.0609 ARmusomamasp+aan
SIGNED: 06121/1017
DENS• .P
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Luis R. Lomos P.E.
FL No.: 62514
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A
FF
HE
96' MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD k JAMBS
SEE CHART /4
FOR NUMBER OF LOCATIONS
REQUIRED
6' MAX 17' MAX
I-7T O.C. 6' MAX
I
6' MAX
17, MAX
O.C.
6• I —
AX
LME
GHT
6- MAX
I
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILLANCHORS PER LOCATION EXTERIOR
VIEW SEE CHART d4 FOR
NUMBER OF LOCATIONS DESIGN
PRESSURE RATWG IMPACT RATING REQUIRED t35.
0PSF NONE SEE
CHARTS n AND s2 SHEET 2 FOR OTHER UN?S RATWGS HARDWARE
SCNEDULE T (
99.04.145) AT 38 3I4- ON CENTER FROM S (
99-17-195) AT EACH END OF PANEL SOT EMENT (
US) AT ALL PANEL INTERLOCKS M
I IIGSCWP110N WE IAvraD+to A
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B
RCASW WSTALAATION DETAILS 08/03/15 R.L. C
REVISED INSTALLATION OETNLS 06/21/17 R.L. NOTES:
1.
A4AXIMUM PANEL SIZE: 46 1.2' a 95' 2.
MAXAIUM D LO.: 4. 5A1' a 905or CHART
i4 NumOor
oroneeor Iot4UOns r4>Qulrod Ramp
SInOb
PW41 Ord TOU UMA Width (in) 30.
0 3G0 410 1 40.0 60.
0 710 04.0 96A H6S
liamb Has Jamb HLS Jamb N&S jamb 940
4 6 S 6 e. 6 6 6 69.
0 4 6 S 6 8 6 8 6 92.
0 4 8 5 6 6 6 6 6 96A
4 6 5 6 6 6 6 6 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ.
PA 17030 SERIES
420 SGD REINFORCED WITHOUT ADAPTER 96'
X 96' FIN
ELEVATION V.
L 1 08-02249 WHIZ
N75 — 10/30/13 1-3 OF 10 L
AM070 LCM4S P.E. 1422
t1000FORD RD LENISv"E. w 27= U4-
w4609 4wnag6wfaM=p "M SIGNED:
0 21r1017 5111ik1111r0
i N -
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OFtom? O .. 4, ioS'
cl0Rl01:
Lul9
R. LOMOS P.E. FL
No.: 62514
1/2' MIN.
EDGE DISTANCE
WOOD FRAMING I 3/8' MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
1/4-
MAX.
SHIM
110WOODD SPACE
5 I
110 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR II II II II INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2 PEAIMETEA AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
i
i1
i•
I
E
SILL TO BE SET IN
A BED OF
APPROvEO SEALANT
MIN.
ENT
AIN.
cvuc vmTANCE
1 3/8' MIN.
EMBEDMENT
TT-
1/2' MIN.
EDGE DISTANCE
X10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REAS1OnS
REV oESCRmfaN DAN APPROVED
A ADDED FIANCE AND nN INSTALLATION 12/10/13 R.L
B REVISED WSTAUA710N DETAILS 08/03/15 1 R.L.
C REVISED !NSTAILKTION DETAILS 106/21/17 R L
1/4 MAX
SHIM SPACE
INTERIOR
k— EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X 96'
FRAME INSTALLATION DETAILS
Dk-w. Owt n0. p
v.L. 08-02249
stALE NTS °"h 10/30/13 —4 OF 10
L. AOBER7OL04MS PE.
143Z V OODFORD AD LEWISVILLE NC 27=
U+dld06O9 :IbmysPulanul..ctia
SIGNED: 06 21/2077
to
1t o 1-
a
T
Luis R. Lomas P.E.
FL No.; 62514
METAL
STRUCTURE
BY OTHERS
1/2' MIN.
j EDGE
DISTANCE r 1/4' MAX.
I3 F SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR 11 I 11 11 INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
110 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTAU ATON
NOTES:
I. INTERIOR AND EXTERM FINISHES, 8Y OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTAH E2112
T
1/2' MII
EDGE DISU
0
B10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
IRr I DESC10q" &a I APPA010
A ADDED FLANGE AND FIN WSTALLATION 12/10/13 R.L.
8 REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.4
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X 96'
FRAME INSTALLATION DETAILS
I 0rt 140. 0
V.L1 08-02249
scut NTS lof 10/30/13 —5 OF 10
L AWRTO LOA"S P F.
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SIGNED: 06/2112017
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pPO TATSEOFO
Fd` OR10r G0 jS1ONA `
1F Luis
R. Lomas P.E. FL
No.: 62514
1 1/2. MIN 1• MIN.
SEPARATION EDGE DISTANCE r
4
e 1 1/4' MIN.
EMBEDMENT
CONCRETE/ 4
MASONRY
BY OTHERS 1/4_ MAX.
SHIM SPACE
OPTIONAL
1x Bucx 1
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1'
3/16" TAPCON
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR I I I I I I I INTERIOR
SILL TO SET IN
A BED OF
APPROADESEALANT
T
e, 1 1/4• MIN.
EMBEDMENT
a
2 7/8" MIN 1" MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRET&AfASONRY INSTALLATION
REwdoms
ocscar110N ara .Paaw:o
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
RCVISEO INSTALLATION DETAILS 06/OS/ti R.L.
REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 1/4• MIN.
EMBEDMENT
1/4" MAX.
Iv
SHIM
SPACE MIN. •. •
I` INTERIOR EDGE DISTANCE
a
3"
v
MIN
SEPARATION
L
3/
16.
TAPCON EXTERIOR ` CONCRETE/MASONRY
BY OTHERS
JAP48 INSTALLATION DETAIL OPTIONAL ix
BUCK CONCRETEMAASONRY INSTALLATION TO BE
PROPERLY SECURED SEE
NOTE
3 SHEET I NOTES: I.
INTERIOR
AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN
FOR CLARITY. 2. PERIMETER
AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN
ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS
AND DOORS LLC 650 WEST
MARKET STREET tttlllr/Ili
i J SR' 0y/ GRATZ. PA
17030 SERIES 420
SGO REINFORCED WITHOUT ADAPTER 06 1 4TAlf 9TX9OFRAMEINSTALLATIONDETAILSr9Y1Y pG•. OF oa.
M• o
c No. av L 0 RiO* • N V.L. 08-
02249 C iisil/ NAI saLc NTS 0`1 10/30/13 sN0ET6 Of 10 lnlln+++ L ROBERTO LOMAS
P.E. I4.72 WOODFORD
RD LEWISvuE. NC.,cm LUIS R. Lomas P.E. 4344".0A9 FL
No.: 62514
1/2' MIN.
EDGE DISTANCE
WOOD FRAMING 1 3/8' MIN.
OR 2X BUCK I EMBEDMENTBYOTHERS
1/4' MAX,
SHIM SPACE
B10 WOOD
SCREWS
EXTERIOR LL U Uj INTERIOR
rO BE SET IN
OF
5VED SEALANT
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
uENT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATom
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY 07HERS.
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8' MIN.
EMBEDMENT
1/2' MIN.
EDGE DISTANCE
110 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
QV440 5
RE DLscwMok alE rsr tD.0
A ADDED FLANCE AND FIN INSTALLATION 1 12/10/13 R.L.
8 REVISED INSTALLATION DETAILS 1 08/03/15 R,L
C REVISED INSTALLATION DETAILS 06/21/17 JPL
1/4' MAX.
SHIM SPACE
JAMS INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATOV
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SGO REINFORCED WITHOUT ADAPTER
96' X 96"
FLANGE INSTALLA71ON DETAILS
DRArrc py „p, R
V.L. 08-02249
scut NTS — 10/30/13 —4 OF 10
L ADDEATO LON"S P.E.
14M 0000FOW RD LEYASVII.LE. Na Z7=
a>4tS1.oTpg .
SIGNED: 06,2112017
Ijjl
E IY
o TAT E OF ;
O.
JcLORMt' G?
Luis R. Lomas P.E.
FL No.: 62514
1/2 MIN.
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
5
EXTERIOR
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTUREWSTALLAhON
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SrIOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
r
a•
1i}
4•
4' MAX.
B r SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
L TO BE SET IN
BED OF
PROvED SEALANT
1/2"
MIN.
EDGE
DISTANT
I
910 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
rv ne
Icl,slo s
REV I olseRpno« DATE I APPRNO
A ADDED fLANCE AND FlN INSTALLATON 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 08/03/15 R.L
C REVISED WSTALLATION DETAILS 06/21/17 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0612712017
MI WINDOWS AND DOORS LLC 01111111///
650 WEST MARKET STREET R'.t0 i
GRATZ, PA 17030
S
SERIES 420 SGD REINFORCED WITHOUT ADAPTER Ott0,R51 x- 96'
X FLANGE
INSTALLATIO71O N DETAILS TATEEE O• .
4 C OrC °
Rtv.i0R%D V.
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08-
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10/30/13 —8 OF 10 III111111111 11 R08ERTOLOUASPE.
fix
r1000FORD RO LEMSriLLE. NC:70: A Luis R. Lomas P.E. 4344"-wn
iao.nasywb,q,;p„an, FL No.: 62514
1 1'/2' MIN. _ 1' MIN.s
SEPARATION EDGE DISTANCE REV DLsnTPTbN DATE APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L.
B REVISED INSTALLATION DETAgS 08/03/15 R.L,
C REAUD wsTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. •
EMBEDMENTCONCRETE/
MASONRY •
t 1 1/4' MIN,
1
BY OTHERS 1/a' MAX.
EMBEDMENT
OPTIONAL
SHIM SPACE
1X BUCK .
TO BE —HIM SPACE
MAX.
PROPERLY S
SECURED . INTERIORMINSEENOTE3EDGESHEETt
DISTANCE
v
3/16' TAPCON
3'
EXTERIOR INTERIOR MIN, '
SEPARATION '
a
SILL TO BE SET IN o
A BED Of
3/t6' TAPCON '
3/16- TAPCON APPROVED SEALANT EXTERIOR
CONCRETE/MASONRY
BY OTHERS JAMB INSTALLATION DETAIL
MASONRY/ CONCRETEJMASONAY "TALLATION
CONCRETE OPTIONAL 1X BUCK
BY OTHERS TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
NOTES: a --r
I. INTERIOR AND EXTERIOR FINISHES, BYOTMERS, • • 1 1 /4' MIN.
NOT SHOWN FOR CLARITY. a•
e:' . EMBEDMENT
2PEADiETERAND IOwTSEALANT BrOTHERS TOBf a' DESIGNED IN
ACCORDANCE WITH ASTM E2112 SIGNED. 062112017 2
7/B'
MIN. I' MIN, MI WINDOWS AND DOORS LLC `1tt1 IIIIq SEPARATION EDGE DISTANCE
650 WEST MARKET STREET 5 f;'• L04,i VERTICAL CROSS SECTION
GRATZ. PA 17030 . O ENS • •-I I- CONCAETE/AIASONRYWSTAlL17IQV SERIES
420 SGO REINFORCED WITHOUT ADAPTER *• `o S >r= 96' X 'G
E FLANGE INSTALLATION
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AOOERTOLOMAS PF
Luis R. Lomas
P.E. my WOODFORD ADLEWISVXLE. NczJm aN.oN 9
r Onuap.eom FL No.: M I A
WOOD FRAMING
BY OTHERS
1 1/4-
MIN.
EMBEDMENT
f—
APPROVED -
SEALANT
BEHIND FIN
8 WOOD
SCREW
ti
k APPROVED --N
v SEALANT
y BEHIND FIN
8 WOOD
1
SCREW
7/16- MIN
ll EDGE DISTANCE
EXTERIOR
1/4' MAX
1 r SHIM SPACE
7/16• MIN
EDGE DISTANCE ,
IAMB INSTALLATION DETAIL
WOOD FRAI.IING OR 2X BUCK INSTALLATION
1 1/4• MIN.
EMBEDMENT
WOOD
FRAMING
BY OTr1ERS
1/4' MAX.
SHIM SPACE
Izi,I"_, _T
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4.9.
INTERIOR TRIM
FtCV
A ADDED FLANGE AND FIN INSTALLATION
8 REVISED INSTALLATION DETAILS
C REVISED NSTALLATION DETALS
1 5/8• MIN.
EDGE DIST
t
TRIM , G
01C OPRUdWO
12/t0/1-7LRR.
L08/03/15
06/21/17 1 R.L.
INTERIOR
1 1/4 MIN.
EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
tx BUCK BY OTHERS.
HOOK STRIP 1X BUCK TO BE
PROPERLY SECURED
3/ 16-
EXTERIOR
PANEL INTERLOCK
HOOKSTRIP INSTALLATION
MASONAWCOVCRETE
1/2' MIN. METAL STRUCTURE
EDGE BY OTHERS MIN.
DISTANCE EDGE DISTANCE
TRIM
INTERIOR
1 3/8- MIN.
EMBEDMENT
HOOK STRIP
HOOK STRIP #10 SELF DRILLING
SCREW
SCR
WOOD PANELSCREWEXTERIORINTERLOCK
EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION
HOOK STRIP INSTALLATION METAL STRUCTURE
2X BUCKAVOOD FRArAING SIGNED. 0612712017
NOTES'
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR GLAR/TY.
2 PERIMETERAND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2r t2
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET 0';ii
GRATZ. PA 17030 vC E Ns - 'p
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
R -
o b1 +r
96' X 96•
NAILFIN & HOOK IMSTALLATION DETAILS
OWN.
Vc.iLs.
N0.
Cr,
i d•
ORIO:-amL4
fiG,-
Are
08-
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pNAIE\\-
NTS
10/30/1—10 lllum1 I_
ROBERTO LOMAS P.E. LV
N000FORD RD LEWiSMLE. NC270+3 LOS R. Lomos P.E. 1344ee•
os" FL No.: 62514
NOTES:
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE'
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE
DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE wrtH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC CRAVITY OF G-0.42
8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA• 33KS1 OR ALUMINUM 6063-TS .048* THICK -MINIMUM
15. APPROVED CONFIGURATIONS: XIX.
NOTES
ELEVATION
3 -
TABLE OF CONTENTS
DESCRIPTION
SIONS
ocwmpnor aft A Aartn
A ADDED CHAATS 03/08/12 1 R.L
e REVISED PER NEW TESTING 10/15/13 R.L.
C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
D ' REVISED INSTALLATION DETAILS 08/05/15 R.L.
E REVISED INSTALLATION DETAILS 06/22/17 R.L.
SIGNED. 0&2212017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA
111L11IrrI
R. Lp i
17030 GEHS
ii • ,141 ,,,,66 SERIES '430 SGD
143' It 80' NON REINFORCED 1, +
NOTES p;(, TAT OF
i,'••'( T'•'? iF ORlO, ORAtni 0" No. RLv
08—00502 E s010MA `
1
aG
LYIe R. Loma2 P.E.
FL No.: 62514
riCAlt artNTS 02/23/09 1 OF 9
4 R08EROlCAMSPE.
II,j:N4)OOFORD RDI£w4vMtf, AI(.'?JD.'! as.
aaeasos memacsslor,usw.mm
143' MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART 13 FOR
NUMBER OF LOCATIONS
REOUIRED
6' MAX I-
J 1 YMAX
I^
J 6' MAx
I O.C.
I
6MAX I
L
17'
MAX 80"
0 C. MAX
RAME
X
X SERIES
430 XIX SGD EXTERIOR
VIEW DESIGN
PRESSURE RATING IMPACT RATING t40.
OPSF NONE SEE
CHARTS 41 AND 02 FOR OTHER UNITS RATINGS NOTES:
1.
MAXIMUM PANEL SIZE: 48 t!d' a 79- 2
MAXIMUMD.LO.:443/4'x7418' HARDWARE
SCHEDULE FLAT
MOUNTED HANDLE SET (99-34-145) AT 38 3/4' FROM PANEL BOTTOM METALLIC
TANDc"M ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS RMSIONS
OLS
AOTION DATE APPRONm ADDED
CHARTS 03/06/1,2 R.L. REVISED
PER NEW TESTING 10/15/13 R.L. ADDED
FLANGE INSTALLATIONS 12/06/13 R.L REVISED
LNVALATAN DETAILS 08/05/15 R.L. REVISED
INSTALLATION DETAILS 06/22/17 R.L. CHART
Of WHERE
WATER INFILTRATION RESISTANCE IS REOUIRED SEE
NOTE 9 SHEET I Design
pressure chart (pso Frame
Single Panel and Total Ft3= Width (in) Haight
30.
0 36.0 1 420 47.7 VI)
90.00 108.00 126.00 143.00 Pos
Nog Pos Nag Pos I Meg Pos Neg 80.
0 40.0 54.9 40.0 48.0 40.0 1 43.2 40 0 1 40.0 CHART>
7 WHERE
WA TER INFILTRATION RESISTANCE IS NOT REOUlRED SEE
NOTE 9 SHEET I Design
pressure chart (psO Frame
Single Panel and Total Frame Wdth (m) Height
30.
0 36.0 42.0 1 47.7 in)
90.
00 108.00 126.00 143.00 Pos
Neg Pos I Nog I Pos I Nog Pos Nog 80.
0 54.9 1 54.9 48.0 1 48.0 1 43.2 1 43.2 40.0 1 40.0 CHART
Y3 Number
of anchor locations foguirod Fran*
SOO Panel and Total Frame Width (41) Hoot
in)
30.
0 36.0 420 47.7 90.
0 108.0 126.0 142.0 NdS
Jamb H3S JsmD H6S Jamb NdS Jamb 80.
0 6 5 7 5 e 5 9 5 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ.
PA 17030 SERIES
430 SGD 143"
x 80" NON REINFORCED ELEVATION
F.
A. 1 08-00502 1 E scat
NTS O`TE 02/23/09 -2 OF 9 L
ROBERTO LOM&S P.E. 1432
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0612212017 VGENSF•
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ATE OF 0-
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Luis
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No.: 6251A
WOOD FRAMING
OR 2X SUCK
BY OTHERS
010 WOOD
SCREW
1/2 ' 2' MIN.
I
EDGE DISTANCE
MIN.
EMBE MENT
1/4'
MAX.
SHIM
SPACE
EXTERIOR II 11 11 11 11 11 INTERIOR
1 3/8' MIN.
EMBEDMENT
L_
1/2, MIN.
EDGE DISTANCE
SET IN
APPROVED
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
110 WOOD
MIN. SCREW
MENT WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
V=D FRAMING OR 2X BUCK INSTALLAMV
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BYOTHER.$
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4- MAX
r SHIM SPACE
REWPONS
ACV OESCA/DON DA% APPAVIED
A ADDED CHARTS 03/06/12 R.L
8 RLMSED PER NEW TESTNG 10/15/13 R.L
C ADDED RANGE 1IMALLATIONS 12/06/13 R.L
0 REVISED INSTALLATION OLTAILS 08/05/15 R L.
E REVISED INSTALLATION DETAILS 06/22/17 R.L
INTERIOR
rEXTERIOR
j <M
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 430 SGD
143' x 80' NON REINFORCED
FRAME INSTALLATION DETAILS
ORArM ore No.
F.A. 08-00502
VAII Na — 02/23/09 —3 OF 9
L ROSEMO IOMAS P.E.
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SIGNED: 0622/2017
0
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FL No.: 62514
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1MIN. alv orsca twa 0.vvaovm METAL
EDGEE
DISTANCE 1 I
A
ADDED CHARTS 03/06/6/12 R.L. STRUCTURE
1/4, MAX 8 REVISED PER NEw TESTINO 10/15/13 RL. BY
OTHERS SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 RL I
0 REVISED 1.•ISTALIATION XuLS 08/06/15 R.L. 1/
4 MAX. E ROASED INSTALLATION DETAILS 06/22/17 R.L. SHIM
SPACE 1/
2- MIN. S10
SMS OR EDGE
DISTANCE INTERIOR
rE I1 SEFDRILUNC-Alr
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SMS OR SELF
DRILLING SCREW
METAL
STRUCTURE
BY
OTHERS EXTERIOR
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2" MIN EDGE
DISTANCE VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION NOTES:
t
INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT
SHOWN FOR CLARITY 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 0
INTERIOR
L
TO BE SET IN BED
OF APPROVED VANT
910
SMS OR SELF
DRILLING SCREWS
METAL
QL STRUCTURE
BY
OTHERS EXTERIOR JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ.
PA 17030 SERIES
430 SGD 143"
x 80" NON REINFORCED FRAME
INSTALLATION DETAILS F.
A. 08-00502 scut
NTS — 02/23/09 — 4 OF 9 L.
ROCEATOLo"" P.E X'
vM00P0AD RD LEvASvkLE. NC 2,= 4.+
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0622/2017 111u
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P 4OF :
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Luis
R. Lomas P.E. FL
No.: 62514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2- MIN. 1' MIN,
SEPARATION EDGE DISTANCE
1 1/4' MIN.
EMBEDMENT
1/7MAX
SHIM SPACE
3/16' TAPCON
EXTERIOR INTERIOR
1 1/4' MIN.
EMBEDMENT
MIN.
EDGE
DISTANCE
3'
MIN.
SEPARATION
3/16' TAPCON
SILL TO BE SET IN
A BED OF APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
1 1/4' MIN.
EMBEDMENT
2 7/8' MIN. 1' MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCAETEAIASONRY INSTALLATION
PaY OLSCA1PIgM put APPAO.M
A ADDED CKARTS 03/06/12 R.L.
B REVISED PER NEW TESTWC 10/15/13 R.L.
C ADDED FLANGE INSTAUATIONS 12/06/13 R.L.
1/4' MAX. D REVISED a'STALLATION DETAILS 08/os/1s R.L.
ir SHIM SPACE E I REVISED INSTALLATION DETAILS 06/22/17 R.L.
INTERIOR
a
EXTERIOR
JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK CONCRETE4WASONRYINSTALLATKIN
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
NOTES:
1. INTERIOR AND EXTERIOR FwsHES, BYOTNERs.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND jOwT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRAT2• PA 17030
SERIES 430 SCD
143" x 80' NON REINFORCED
FRAME INSTALLATION DETAILS
61uoc arc IIo.
F.A. 08-00502
scut NTS jwc 02/23/09 —5 OF 9
L. RCOEMOlows P.E.
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SIGNED: 0612212017
511 111 lC/O
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FSS
BONALE?G?\`` Luis
R. Lomas P.E. FL
No.: 62514
1/2' MIN. REV OESCR n0N DAZE APPROVED
EDGE DISTANCE
A ADDED CMARTS 03/06/12 R L.
B REVISED PER NEW TM40 10/15/13 R.L
i 3/8' MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L
WOOD FRAMING EMBE MEW
OR 2X BUCK D REVISED INSTALLATION DETAILS DO/05/15 R.L
BY OTHERS
11/:4
1 3/8' MIN. 1/4' MAX,
EMBEDMENT F SHIM SPACE
E REVISED INSTALLATION DETAILS 06/22/17 1 R.L
SHIM T
p,10 WOOD
SCREW i-• r
SPACE
E D
MIN.
EDGE DISTANCE
INTERIOR
10 WOOD
SCREW
x WOOD FRAMING
OR 2X BUCK
i BY OTHERS
EXTERIOR II II 11 It I1. 11 INTERIOR
CNIrL ulDPANLr
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY. '
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SET IN
APPROVED
MIN.
AENT
JIO WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR Di 1
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLAT*N
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 430 SGD
143' x 80' NON REINFORCED
FLANGE INSTALLATION DETAILS
WAM. arc RJa.
F.A. 08-00502
SCALE NTS 0A1E 02/23/09 1 s"w 6 OF 9
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SIGNED: 0612212017
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FL No.: 62514
1/2' MIN. _
EDGE DISTANCE IMETAL
STRUCTURE
BY OTHERS 1/4' MAX.
SHIM SPACE
110 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II II II INTERIOR
L TO BE SET IN
ED OF APPROVED
ILANT
110 SMS
SELF DRILL
SCI
METAL
STRUCTURE
BY OTHERS
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
MOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CURRY.
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
RLV
kcvd"
a5cm"al, WTE APPRWm
A ADDED CHARTS 03/06/12 R.L.
B REVISED PER NEW TESTING 10/16/1-3 R.L
C ADDED FIANCE INSTALLATIONS 12/06/13 R.L.
0 REVISED INSTALLATION DETAILS 08/0S/15 R.L
1/4' MAX
E REVISED INSTALLADON DETAILS 06/22/17 R.L.
r SHIM SPACE
1/2'
MIN.
EDGE INTERIOR
DISTANCE
j10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS\,.i EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430 SGD
143' x 80' NON REINFORCED
FLANGE INSTALLATION DETAILS
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F.A. 08-00502
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jS1ONA 11F
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FL No.: 62514
f aNlso s
1 1/2- MIN. 1" MIN.
RLv DCSCft-T" DATE 4"OVEDiCONCRETE/ SEPARATION j EDGE DISTANCE
MASONRY A ADDED CMARTS 03/06/12 R.L.
BY OTHERS
B REVISED PER NEW TESTING 10/15/13 R.L.
n • '•
a' 1 1/4- MIN.
1 1/4- MIN. 1/4- MAX.
C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.EMBEDMENT
A , - EMBEDMENT
SHIM SPACE
0 REVISED INSTALU710N DETAILS Ob/05/t5 I R.L. i • • n I E I REVISED INSTALLATION DRAILS 06/22/17 R.L.
t
EDGE
ISTANCINTERIOR OPTIONAL
MIN.
I1XBUCK 'o
TOBEDEPROPERLY
SECURED
1/4- MAX ' SEE
NOTE 3 1
SHEET
1 SHIM
SPACE • ° I _
t
3/
16- TAPCON 3
MIN.
SEPARATION °
EXTERIOR
INTERIOR a 3/
16' TAPCON 3/
16 TAPCON ° SILL
TO BE SET IN EXTERIOR I
A BED OF APPROVED I
SEALANT JAMS
INSTALLATION DETAIL CONCRETE/
MASONRY OPTIONAL 1X BUCK CONCREr&w,-,ONRYINSTALLATION o
MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE
SECURED BY
OTHERS SEE NOTE 3 SHEET 1 5
I
1/4- MIN. 7.
WTER/ORANDEXTERIOR FINISHES. BYOTHERS. EMBEDMENT NOTSHOWNFORCLARITYe •, , 2.
PERIMETER AND JOINT SEALANF BY OTHERS TO BE n DESIGNED
IN ACCORDANCE Wir)I ASTAI E2112 SIGNED: 0612212017
2 7/
8- MIN. 1- MIN MI WINDOWS AND DOORS LLC 1111IIIr/, SEPARATION EDGEDISTANCE650WEST
MARKET STREET \S R'. L o,/// VERTICAL CROSS
SECTION GRATZ. PA 17030 CONCRETEMASONRYIIJSTALLATION SERIES
430 SGD =*• 0 5 x 143' x
80' NON REINFORCED — FLANGE INSTALLATION
DETAILS O`u aar. oc
No. AT,Y F.A.
as 08
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02 E S NA 1E`` NTS 02/23/09 8 OF 9 LROBEATOLa%fASP.
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Lornas P.E. 14M WOODFORDRDLEWISVILLE. NC ZM13 FL NO.:
62514 n+m0.060 rtbm•s®Ilxaurp cwn
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ACV aSCPo71gR DATE NYtCdD
A ADDED CHARTS 03/06/12 R.L.
0 REVISED PER NEW TESTING 10/15/13 R.L.
1 5/8' MIN. I
C ADDED FLANGE INSTALLATIONS 12/06/13 R.L.
EDGE DIST. D REVISED uMAUATION DETAILS 08/05/15 R.L.
E REVISED INSTALLATION OLIAILS 06/22/1> R.L.
TRIM c
n
INTERIOR ErrEDMENT
MASONRY/CONCRETE
BY OTHERS
1X BUCK BY OTHERS,
HOOK STRIP 1X SUCK TO BE
PROPERLY SECURED
3/16'
METAL STRUCTURE
BY OTHERS
1/2 MIN.
EDGE DISTANCE
TAPCON TRIM
EXTERIOR
PANEL INTERLOCK
HOOK STRIP INSTALLATION INTERIOR
MASONRY/CONCRETE
HOOK STRIP
110 SELF DRILLINGSCRSCREW
PANEL
I-------.}- 1/2' MIN.
EDGE DISTANCE
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
INTERIOR TRIM 71 3/8' MIN. EMBEDMENT
NOTES
HOOK
STRIP f 1.
INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT
SFpWN FOR CLARITY. III
10 WOOD 2
PERIMETER AND JaNT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH AS TM E2112 SCREW
SIGNED:
OW2,2017 EXTERIOR PANEL
INTERLOCK
MI WINDOWS AND DOORS LLC 1111111/r,, HOOK BTCRI
650 WEST MPAK1703 BEET FRA ILOTION
FRAMING J`S GENSt;S' SERIES 430
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fflwvD9tamamu tarn FL No.: 62514
h RENSIDNS
G
DESCA PIgN DATE APVROWCO
A ADDED CHARTS 03/06/12 a L.
1
NOTES:
t. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
B REVISED PER NL1v TESiwC
C ADDED FLANCE INSTALLATIONS
70/IS/t3 RL.
R REQUIREMENTS OF THE FLORID,4 BUILDING CODE. 12/06/13 R.L.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY O REVISED INSTALLATION DETAILS Oe/05/15 R.L.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MAS014RY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
E REVISED INSTALLATION DETAILS 06/22/t R.L.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD.
a ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORnCALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
M 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS.
4 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS.
P, S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4",
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATIONRESISTANCE.
Ir OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONOEIAIS. r• 13. ALL FASTENERS TO BE CORROSION RESISTANT.
t 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
t MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42
1
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL tBCA 33KSI OR ALUMINUM. 6063-75 .049 THICK MINIMUM SIGNED: 0612212017
MI WINDOWS AND DOORS LLC tt11LIIlrrAA
650 WEST MARKET STREET 0
GRATZ. PA 17030 p E iv'
SERIES 430/440 XIX SGD
ol143" x 96" REINFORCED
NOTES
TABLE OF CONTENTS
SHEET ND. DESCRIPTION
DMwe avc ro. RLv
F.A. IFS ZORIOp G•
1 NOTES smut NTS D"T 02/23/09 $"°9
E08-
00F27O.-I
3 ORALIIAi 1Ea` 2 ELEVATION
L RODERTOLONASP.E.
3 — 9 INSTALLATION DETAILS I'=KID00FORORDLEMSVVA6.
J+leboTA9
Luis R. Lomas P.E.
FL No.: 6251A
6' MAX -
1
6' MAX
T-
1
17' MAX
O.C.
96'
MAX
FRAME
HEIGHT
L
6' MAX
143' MAX FRAME WIDTH
ANCHORS PER LOCATION
CHART 13 FOR
MBER OF LOCATIONS
UIRED 17'
MAX 6' MAX
O.C. r
SERIES 4301440 XIX SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING UNPACT RATING
140.0PSF NONE
SEE CHARTS II AND 012 FOR OTHER LIUMS RATINGS
NOTES:
1. MAXfMUMPANEL SIZE: 46 f2•A9Y
2. M4XIMUMD.L.O.:443(,l*x90w
HANDLE SET (99-04.145) AT 37 314• ON CENTER FROM PANEL BOTTOM
FM ROLLERS (99-17•195)AT EACH END OF PANEL BOTTOM RAILS
REINFORCEMENT(666)ATALL PANEL INTERLOCKS REINFORCEMENT (
4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF INTERLOCK ILL1l
RC.
15" DESCRIPTION
Mtc APPRWm A
ADDED CNARIS 03/06/12 RL 8
REVISED PER NEw TESTING 10/15/13 R.L. C
ADDED FLANGE INSiA1ATIONS 12/06/13 R L 0
REVISED INSTALLATION DETAILS 05/05/15 R.L. CHAATII
E I REVISED INSTALLATION DETAILS 06/22/17 1 RL WHERE
WATER INFILTRATION RESISTANCE 1S REQUIRED SEE
NOTE 9 SNEET r Dosipn
prssvro eAR1t fPsA Flwe
ShW& PW* Nd 7661 fmm Wl01R(o) E191
1 30.
0 3&0 420 1 47.7 h)
90.00 10&00 126.00 14100 Poll
Np Pos N40 Pas Not I Pos I Np 640
a0.0 60.0 40.0 57.9 40.0 SLO 40.0 40.0 0&
0 a0A 60.0 40.0 S1.6 400 atl9 400 45.0 920
40A S96 40.0 St.7 40.0 4&7 aQ0 423 9&
0 ao.0 56.6 40.0 49.0 a0.0 a17 40.0 a0.0 CHART02
WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE
NOTE O GNEFT f Dos!
n Prossuro ~ (M z" FtaRDpv and Tool F;rwm VA0011n) p
34L0 3&0 410 1 47.7 ON),
90.
00 10&00 12&00 14300 pas
Nag Pos Np Pos NOD I Pot I Na 61.
0 2 60.0 57.9 57.0 52.0 S4.0 46.0 a0.0 s&
0 60.0 eo.0 54.6 54.6 4&9 46.9 45.0 4S0 920
59.6 59.6 51.7 51.7 A&1 a t 423 42.3 9&
0 S&6 6 a&0 490 43.7 43.) 40.D 400 NumOr
o/ anchor loca0onar40ulrs0 F10110
tclo pw w Rn0 TOW FramD WlteR (n) H"
30.01 3&0 420 1 47.7 M)
90.0 1 10&0 12&0 fa3.0 N&
S Jamo M65 jamb t&S jamb I H&S I Jamb 040
0 6 7 0 tl 6 9 6 s&
o 7 6 7 e e 6 9 0 920
7 6 7 6 6 8 9 6 9&
0 0 7 6 6 6 9 6 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ•
PA 17030 SERIES
430/440 XIX SGD 143-
x 96' REINFORCED. ELEVATIONS
oRAta«
DWI ao. F.
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0&22/2017 C,
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51 *= E
OF 40RID"' •
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No.: 62514
IN
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING 1 3/8' MIN.
OR 2X
BUCKft-.m
EMBEDMENT
BY OTHERS,--
1/4"
MAX.
SHIM
10 WOODSPACE
SCREW
j 10 WOOD
SCREW
OD FRAMING
OR 2X BUCK
3Y OTHERS
EXTERIOR II II II II II II INTERIOR
wc vo uv..c
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLA77ON
NOTES:
I INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E21+2
1 3/8" MIN.
EMBEDMENT
1
1/2" MIN.
EDGE DISTANCE
10 WOOD
SCREW
BE SET IN
F APPROVED
MIN.
WENT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 /4 MAX.
I SHIM SPACE
RLVM*NS
REV DESCRVIION PATE APPaD+ED
A ADDED CHARTS 03/06/12 R.L.
B REVISED PER NEW TESTING 10/t5/13 R.L.
C ADDED FLANGE INSULLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS 08/05/15 R.L.
E REVISED INSTALLATION DETAILS 06/22/17 R L
JAMB INSTALLATION DETAIL
V-1000 FRAMING OR 2X BUCK INSTALLATION
SIGNED: OS/22/2017
MI WINDOWS AND DOORS LLC a Ii`+" 650 WEST MARKET STREET S D4f
GRATZ. PA 17030 E E NSF 9.J+
yr--• 61SERIES430/440 XIX SGO
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wAlE S+EEt3NTSj0^TE 02/23/09 OF 9 1,11I1111\0
Ly1S R. Lomo: P.E.
L ROBERTO LOMAS PE.
M3: wOODFORD RD LEmInvILLE, NC:R127
a.syyaoe MonusLMmn»p.mm FL No.: 62514
METAL
STRUCTURE
BY OTHERS
10 SMS OR
LF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2• MIN.
EDGE DISTANCE
EXTERIOR
1/4• MIN.
EDCE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE MTNASTM E2112
1/4- MAIL
SHIM SPACE
AS OR
IRILLING
I
1/2• MIN.
EDGE DISTANCE
INTERIOR 10 SMS OR
SELF DRILLING
SCREWS
SILL TO BE SET IN
BED OF APPROVED
SEALANTLA METAL -
STRUCTURE
BY OTHERS
1. 1/4- MAX.
1 SMI. SPACE
A 1 t11JLJM
RNISO"s
REV oEsolsPtaN GLTE MrRwtD
A ADDED CHARTS 03/00/12 R.L.
e REvbCO PER NEW TESnNG 10/15/13 R.L.
C ADDED FLANGE WSTAUATIONS 12/06/13 R.L.
D REVISED INSTAIAATON DETAILS 08/06/15 R.L.
E RMED WSTALUTION DETAILS 06/22/17 R.L
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 062MOl7
MI WINDOWS AND DOORS LLC o
650 WEST MARKET STREET
GRATZ. PA 17030
J?' •EN. 4f /mil
SF9SG
laiN 05511ar.
ca+>
ty SERIES 430/440 XIX SGD
143' x REINFORCED
FRAME INSTALLATION DETAILS S Eo ; TAT OF
OF•'P(0R10" i
SjsjOMA110
G\
DRAW Or.0 RG. Riv
08 E
Luis R. Lomas P.E.
FL No.: 62514
wut NTS JDAV 02/23/09 s'n'43 Of 9
L.ROSERIOLCM"SPE
1a12 W000FOAO RD LEMSVILLE. NC ra'3
43&c,"-0M rA0nus6* M2Sp*com
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
I BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16" TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2 MIN, 1' MIN.
SEPARATION
I
EDGE DISTANCE
d °•
I
1 1/4' MIN.
EMBEDMENT
1/a" MAx.
SHIM SPACE
EXTERIOR
er nvn
VERTICAL CROSS SECTION
CONCRETFAMASONRY INSTALLATION
3/I6" TAPCON
INTERIOR
1 1/4' MIN. _ 1/4' MAX.
EMBEDMENT SHIM SPACE
MIN.
EDGE
DISTANCE INTERIOR
a
MIN.
SEPARATION .
a '
3/16" TAPCON
SILL TO BE SET I.0 •
o
EXTERIOR
A BED OF APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
r
1 1/4' MIN.
EMBEDMENT
1" MIN.
EDGE DISTANCE
OPTIONAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
OC:CRiP001t DATE A
ADDED CHARTS 03/06/12 R.L.
REVISED PER NEW TESTWC 10/15/13 R.L.
ADDED FLA.4CE INSTALLATIONS 12/06/13 R.L.
REVISED INSTALLATION DETAILS 08/05/15 R.L.
RCASED INSTALLATION DETAILS 06/22/17 R.L.
C
J
1
JAMB INSTALLATION DETAIL
CONCRET&MASONRY INSTALLATION
NOTES-
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS
NOT SHOWN FOR CLARITY.
2. PERIMETER AND AODVT SEALANT BY OTHERS TO SE
DESIGNED IN ACCORDANCE MTHASTM E2102
SIGNED: 06/2212077
M1 WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
1t1t111r//I A
GcNSF
SERIES 430/440 XIX SGD
4.!T7ATX0E--ir
1 a3" z REINFORCEDFRAMETALINSTALLATIONDETAILS
LF. A•ORIOP •?: awA: oc Lto. 1I08
TS DArE 02/23/09 —' S3 OF 9
L ROSEATO LOLLAS P.E
14V w000FORD RD LEWSVILLE. NC 27023r Luis R. LOITOS P.E.
a.344A$0609 LdomLs NtwMay.L FL No.: 62514
1/2- MIN.
EDGE DISTANCE
RL1A$"
REV DESCRI TgN DATE M AQ40,
A ADDED CIMRTS 03/08/12 R.L.
B REVISED PER NEW TESTWO 10/15/13 R.L.
FRAMING
1 3/8' MIN.
EMBE VENT
C ADDED FLANCE 14STALLATIONS 12/06/13 R.L.ID
Z 2X BUCK D REVISED INSTALLATION DETAILS 08/05/15 R.L.
BY OTHERS
F 1 3/8* MIN. 1/4• MAX.E REVISED INSTALLATION DETAILS 06/22/17 R.L.
1/4• I EMBEDMENT r SHIM SPACE
MAX. J ISHIM
SPACE T-
INTERIOR
1/2• MIN.
910 WOOD "" EDGE DISTANCE
SCREW
j i
LJ
I
EXTERIOR INTERIOR
010 WOOD
SCREW
1D WOOD DSCREWSILLTOBESETIN
A BED OF APPROVED
SEALANT
OD FRAMING EXTERIOR LJOR2XBUCK
BY OTHERS
WOOD FRAMING JAMS INSTALLATION DETAIL
OR 2X BUCK WOOD FRAMING OR 2X BECK INSTALLATION1BYOTHERS
1 3/8• MIN.
EMBEDMENT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMNG OR 2X 8UCK INSTALLATION
NOTES.
1. INTERIOR AND EXTERIOR FIWSHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 430/440 XIX SGD
143" : 96" REINFORCED
FLANGE INSTALLATION DETAILS
omkvk- orc No.
F.A. 08-00503
se.L[ NTS 02/23/09 —6 OF 9
L. R08ERT0 LOAMS P.E
I+sz Lroa0ra0u10 RD LEMSvxLL: NC z7=
U+6iS000! mom 1m xrw.eom
SIGNED: OW212017
NJ S tR ! IL U'A
iGENSF9m
D 51 x=
OE OF •
G':
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
110 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
11111111110
CA I CPIIVlf — I c—wl
1/2• MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
i 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
I?
I
N.
M
1
3N
t:I .
1/2' MIN _
EDGE DISTANCE
1/A• MAX.
SHIM SPACE
OR 1/2'
LUNG MIN.
EDGE
DISTANCE
110 SMS OR
SELF DRILLING
SCREWS
L TO BE SET IN
BED OF
PROVED SEALANT
METAL
STRUCTURE
BY OTHERS
1 /4• MAX.
SHIM SPACE
I RLVISUnS
Rtv DMAr"M D+fE APPROVED
A ADDED CHARTS 03/06/12 R.L.
B kEWSEO PER NEW TESTING 10/16/13 R.L
C ADDED FLA:CE INSTALLATIONS 12/06/13 R.L.
D REVISED INSTALLATION DETAILS OB/Oo/15 R.L
L E REVISED INSTALLATION DETAILS 06/22/17 R.L.
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
Mi WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 430/440 XIX SGD
143" x 96" REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 08-00503
xA" NTS o"T' 02/23/09 1 y'WT7 OF 9
L WJBERTO LO"aS P.E.
I412 *WWOFORD AD LEWISVILLE NC 27022
ar.aos Imus o-wl.,„com
SIGNED: 0612212017
S REILS9s''
bPOF
x
O?T(,AcTv` ONA
i+`\ Luis
R. Lomos P.E. FL
No.: 6251 A
1 1/2' MIN.
CONCRETE/ SEPARATION
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
E NOTE 3
SHEET I
IF
EXTERIOR
3/16' TAPCON --\
MASONRY/
CONCRETE
BY OTHERS
1' MIN.
EDGE DISTANCE
1 1/4' MIN.
EMBEDMENTn.
1/4' MAX.
SHIM SPACE
3/16' TAPCON
INTERIOR
1 1/4' MIN. 1/4' HIV(.
EMBEDMENT SHIM SPACE
1' MIN. '
EDGE DISTANCE °
3' •.
MIN.
SEPARATION
t3i
3/16' TAPCON
SILL TO BE SET IN °
A BED OF APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
1 1 1/4MIN. EMBEDMENT
4
2
7/8' MIN. 1' MIN. SEPARATION
EDGE DISTANCE VERTICAL
CROSS SECTION CONCRET&
UAISONAY INSTALLATION INTERIOR
EXTERIOR
OPTIONAL
1X BUCK TO
BE PROPERLY SECURED
SEE
NOTE 3 SHEET I RrAt
115 Kv
vescitprow a1E AFP*00ED A
ADDED CRAMS 03/06/12 R.L B
REVISED PER NEW TEBTNC 10/15/13 R.L. C
ADDED FIANCE INSTALLATIONS 12/06/13 R.L D
REVISED INS ALLATION DETAILS 08/05/15 A.L. E
REVISED INSTALLATION DETAILS 06/22/17 R.L J
a
JAMB
INSTALLATION DETAIL CONCRETE/
MASONRY INSTALLATION NOTES:
1.
INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT
SHOWN FOR CLIRFTY. 2
PERIMETER AND AUNT SEAL NT BY OTHERS TO BE DESIGNED
IN ACCORDANCE MTN ASTM E?t t2 SIGNED.
06/2- 2017 MI
LLC 11Ir0 650DWESSMARKANDEDOORSTSTREETSIIRGRATZ,
PA 17030 p SERIES
430/440 XIX SGD*• 0 5 ot*=
143" x 96" REINFORCED p
l FLANGEINSTALLATIONDETAILSTATOf C. • (
O R10P • oaArwoawo. ALV 08-
00lsmE983 E 0NA
X-u NTS °` 02/21/09 OF 9 11E G•
L.
ROBERTOLOM4SP.E f4.
VWOODA RDRDLEI»SY/uENC 2,=' L Lui3R. P.E. 4AA480
d09 NanAso"mm . m, FL 6251a
1 5/8' MIN.
EDGE DIST.
TRIM
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOOK STRIP
1 1/4' MIN.
EMBEDMENT
tX BUCK BY OTHERS,
TO1XBUCKTO BE
PROPERLY SECURED
III 3/16'
EXTERIOR
a
PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASONRY7CONCRETE
METAL STRUCTURE
BY OTHERS
TRIM —,,
INTERIOR
HOOK STRIP
RCAS*.S
DESCRIPTION Alt APPROKI)
ADDED CHARTS 03/06/12 R.L.
REVISED PER NEW TESTINC 10/15/13 R.L.
ADDED FLAWX INSTALLATIONS 12/06/13 R L.
REUSED INSTALLATION DETAILS 08/05/15 JR.L
REVISED INSTALLATION DETAILS 106/22/17 1 R L
1/2' MIN.
EDGE DISTANCE
10 SELF DRILLING
SCREW
1/2' MIN PANEL
EDGE DISTANCE EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
INTERIOR TRIM
1 3/8" MIN.
EMBEDMENT
HOOK STRIP
W000
SCREW
EXTERIOR PANEL INTERLOCK
HOOK STRIP INSTALLATION
2X BUCKV=D FRAMING
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRAT2, PA.17030
SERIES 430/440 XIX SGD
143" x 96" REINFORCED
HOOK INSTALLATION DETAILS
DRAWN:
F.A. 08-00505
M" NTS — 02/23/09 —9 OF 9
L ROBERTOLCA"SP.E
1422 WOODFORD RD LEWISVILLE AC 270"
Uv6A1.OGPD ,Lrm,s(Trwmaaa. rom
SIGNED' 0612212017
S R I 1 /
O
yr• p 6251
TAT OF vim
oFS 0 RW: •G?: .
MIAt0?
Luis R. Lomas P.E.
FL No.: 62514
641ulationo
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Product ApprovalOY4USER.Public User
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Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail
FL # F1.9174-1112
Application Type Revision
Code Version 2017
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
Pensacola, FL 32514
850)475-6197
Mark_Garon@Overheaddoor.com
Authorized Signature Mark Garon
Mark_Garon@Overheaddoor.com
Technical Representative Mark Garon
Address/Phone/Email 3395 Addison Dr.
Pensacola, FL 32514
850) 474-9490
Mark—Garon@Overheaddoor.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Gordon Thomas
the Evaluation Report
Florida License PE-46718
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jeffrey P. Arneson, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF
Referenced Standard and Year (of Standard) Standard
DASMA-108
DASMA-115
Equivalence of Product Standards
Certified By
Year
2012
2012
Florida Licensed Professional Engineer or Architect
FL9174 R12 Eouiv W02017-OO1112 Evaluation Report - FL 9174.PDF
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/11/2017
Date Validated 01/02/2018
Date Pending FBC Approval 01/02/2018
Summary of Products
FL # Model, Number or Name Description
9174.1 5120 / 6100 / 9100 40228 9' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 If 0228-3189S8-P8 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.odf
FL9174 R12 If 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: Yes
Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available In top or Intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 It 0229-318959-P9 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.odf
FL9174 R12 Il 324620 P16 Jamb Connection Suoo sloned.odfImpactResistant: No
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00
Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure Is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174 R 12 AE WD2017-00IR2 Evaluation Renort - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available In top or Intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 II 0230-318960-P10 S.pdf
Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf
FL9174 R12 lI 324620 P16 lamb Connection Supo sloned.odfImpactResistant: Yes
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only
no glazing available.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sianed.odf
FL9174 R12 If 324620 P16 lamb Connection Suno signed.ndfImpactResistant: Yes
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 11 0234-319022-136 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.ndf
FL9174 R12 It 324620 P16 Jamb Connection Sung sipned.odfImpactResistant: Yes
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing
available In top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 II 0235-3I9023-P7 S.Ddf
Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf
FL9174 R12 It 319040 P1 Post [stall Instructions sioned.odfImpactResistant: Yes
FL9174 R12 II 324620 P16 Jamb Connection Suno sioned.odfDesignPressure: +39.20/-43.70
Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other:
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 1[ 0232-318999-P6 S.Ddf
Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf
FL9174 R12 1[ 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No
VeriFled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.130E
Created by Independent Third Party: Yesdoor.
9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or Intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Supplement Chart sioned.odf
FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70
Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure Is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing
available In top or Intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 H 0236-319024-P7 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 It 307494 PI1 Track Supplement Chart sianed.odf
FL9174 R12 [I 319040 P1 Post Istall Instructions sianed.odfImpactResistant: Yes
FL9174 R12 11 324620 P16 lamb Connection Suoo signed.odfDesignPressure: +30.00/-33.50
Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other:
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 11 0237-319025-P7 S.Ddf
Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sioned.odf
FL9174 R12 11 319040 PI Post Istall Instructions sioned.adfImpactResistant: Yes
FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70
Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other:
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.11 5120/Sl40/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing
0600 available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 11 0600-319026-P5 S.odf
Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sianed.odf
FL9174 R12 11 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80
Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing
0601 available In top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 11 0601-319027-PS S odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +41.00/-46.30
Other:
FL9174 R12 lI 307494 P11 Track Supplement Chart sioned.odf
FL9174 R12 11 324620 P16 Jamb Connection Suoo sioned.odf
VeriFled By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing
0602 available In top or Intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 It 0602-319028-P6 S.odf Approved for use
outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: No
FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Design Pressure: +15.
30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with
glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region
unless protected or unless structure Is Evaluation Reports designed as partially
enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.POF door. Created by
Independent Third Party: Yes 9174.14 151203
140/6100/9100/9400/9600 I oval a x width. tMax
height. Maxo0r Intermediate section.
ion height 24".
Glazing Limits of Use
Installation Instructions Approved for use
in HVHZ: No FL9174 R12 It 0603-319029-P6 S.odf Approved for use
outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sioned.udf Impact Resistant: No
FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Design Pressure: +23.
00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with
glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region
unless protected or unless structure is Evaluation Reports designed as partially
enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by
Independent Third Party: Yes 9174.15 I5120/
5140/6100/9100/9400/9600 0604 Limits of
Use
Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes Impact Resistant: Yes
Design Pressure: +39.
20/-43.70 Other: 16' Max
width.
8' Max height. Max section height 24" Glazing available in top
or intermediate section. Installation Instructions FL9174
R12 11
0604-319030-P6 S.odf FL9174 R12 I1
307494 P11 Traci; Supplement Chart sioned.odf FL9174 R12 II
319040 P1 Post Istall Instructions signed odf FL9174 R12 II
324620 P16 lamb Connection Suoo sioned.odf VeriFled By: Gordon
Thomas P.E. FLORIDA PE 46718 Created by Independent
Third Party: Yes Evaluation Reports FL9174
R12 AE
WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent
Third Party: Yes 9174.16 15120/
5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In
top or intermediate section. Limits of Use
I Installation Instructions Approved for use
in HVHZ: No FL9174 R12 If 0605-319031-PS S.odf Approved for use outside HVHZ: Yes
FL9174 R12 II 307494 P11 Track Supolement Chart sroned.adf Impact Resistant: No FL9174 R12 II
324620 P16 lamb Connection Suoo sioned.odf Design Pressure: +15.30/-17.00
Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not
be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or
unless structure Is Evaluation Reports designed as partially enclosed or door
is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party:
Yes 9174.17 5120/S140/6100/9100/
9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate
section. Limits of Use Installation Instructions Approved
for use In HVHZ: No
FL9174 R12 If 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes
FL9174 R12 II 307494 Pll Track Sunplement Chart sioned.ndf FL9174 R12 lI 319040 PI Post
Istall Instructions sraned.pdf Impact Resistant: No FL9174 R12 If324620P16Jamb
Connection Suou sipned.odf Design Pressure: +30.00/-33.50VerifiedBy: Gordon Thomas P.E.
FLORIDA PE 46718 Other: Doors with glazing shall notbeusedInthewind- borne debris region unless protected or
unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door
is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112
Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes
9174.18 15120/5140/6100/9100/
9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of
Use Installation Instructions Approved
for use in HVHZ: No
FL9174 R12 It 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes
FL9174 R12 II 307494 P11 Track Supplement Chart srgned.ndf Impact Resistant: Yes FL9174 R12 If
319040 Pl Post Istall Instructions signed.odf Design Pressure: +39.20/-43.70
FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Other: Verified By: Gordon Thomas P.
E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 II 0608-319034-PS S.odf
Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sioned.ndf
FL9174 R12 It 324620 PI lamb Connection SuDD sianed.ndfImpactResistant: No
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174 R12 It 0607-319033-136 S,odf
Approved for use outside HVHZ: Yes FL9174 R12 If 307494 Pll Track Supplement Chart sianed.ndf
FL9174 R12 U 324620 P16 Jamb Connection Supp sianed.ndfImpactResistant: No
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-001112 Evaluation Reoort - FL 9174.PDF
Created by Independent Third Party: Yesdoor.
Contact Us :: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone, 850.487-1824
The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 5cate of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section
45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to su2ply 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 licensee under Chapter 455, F.S.,
please click bates.
Product Approval Accepts:
IT ® ® 99 0
Credit Card
Safe
June 15, 2017
Re: Florida Product Approval
To Whom It May Concern:
Certificate of Independence
I certify that I meet the requirements of "independence" as it relates to Overhead Door
Corporation. Specifically,
1)1 do not have, nor intend to acquire or will acquire, a financial interest in any
company manufacturing or distributing these products.
2) I (my business) is not owned, operated or controlled by any company manufacturing
or distributing these products.
3)1 do not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the reports are being issued.
4)1 do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product.
Sincerely,
Gordon Thomas, P.E.
FL PE # 46718
EVALUATION REPORT
Title: Evaluation of Wind Load Sectional Door Assemblies
Report #: WD017-001 R2
Manufacturer: Wayne Dalton
A Division of Overhead Door Corporation
3395 Addison Drive
Pensacola, FL 32514
Technical Contact
Prepared by:
Date:
Dwayne Kornish
Engineering Manager
Gordon Thomas, P.E.
Mason, OH 45050
Florida # 46718
December 22, 2017
Introduction/ Scope
OVA
A-
No. 46718
s'rATE OF <C/
0NA1- E..
Based on wind load test results for the FBC approved doors with paper/poly backer, the following
evaluation will estimate the performance for similar size doors with equal wind load design pressures but
steel backer design. The following doors under evaluation will be included on the latest revision of FL
9174.
The following report evaluates the new overall door/component design as it compares to the door &
components Florida product approval.
II. Reference Material
The following items were used to prepare the evaluation report:
A. Florida Product Approval, FL 9174
B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly
C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel
D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605
E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011
III. Evaluation
A. Wind Load Design
The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174
were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209.
These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and
ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and
ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012.
The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD
drawing 253211. The profile dimensions for both material types are identical. Since the mechanical
properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind
load resistance for the steel back plate would be equal or better than the currently approved
configurations.
B. Product Comparisons
The following chart shows the sectional doors that were tested & approved by the state wide
Florida Product Approval and the change to the new backer material design.
The following charts shows the doors under elevation.
FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5
Model# 9605 9605 9605 9605 9605
Door Size
W x H)
9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9"
Design
Pressure
26.901
30.80 psf
15.30 /
17.00 psf
25.90 /
28.80 Psf
30.00 /
33.50 psf
43.20 /
49.60 psf
Backer
Type
Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Drawing # 318958-P8 318959-P9 318960-Pl0 318996-136 319022-P6
Impact
Rating
Yes No Yes Yes Yes
Table 1 A — Doors under Evaluation
FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10
Model# 9605 9605 9605 9605 9605
Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8'
Design
Pressure
39.20/
43.70 psf
12.40 /
13.80 psf
18.50 /
20.70 psf
30.00 /
33.50 psf
39.20 /
43.70 psf
Backer
Type
Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7
Impact
Rating
Yes No No Yes Yes
Table 1 B — Doors under Evaluation ; ` p .. D.
No.46718 '7N V J
LZ Z3 l'f
01. STATE OF(r7
2 s
ONAL EN'..
FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.16
Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405
Door Size
xH
9'x10' 9'x10' 16'x10' 16'x10' 16'x8'
Design
Pressure
26.90/
30.80 psf
41.00 /
46.30 psf
15.30 /
17.00 psf
23.00 /
25.00 psf
39.20 /
43.70 psf
Backer
Type
Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6
Impact
Rating
No Yes No No Yes
Table 1C — Doors under Evaluation
FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6,,//
Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405
Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9"
W x H)
Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 /
Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf
Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Type
Drawing # 319031-P5 319032-P7 319035-136 319034-P5 319033-P6
Impact No No Yes No No
Rating
Table I — Doors under Evaluation
C. Conclusion
9 '
No.4671a '
STATE OF
SS/ONA
12tz3117
C, U U1 I
Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors
and hardware under evaluation will be subjected to an equal or lower load and will perform equal or
better than the approved doors.
The drawings cited above are an explicit part of this evaluation report. The text of this report can not
address all design details (fastener size, spacing) but relies upon the illustrations of these drawings.
I conclude that the construction shown comply with the structural requirements of the 5"' Edition
2014) and 6v' Edition (2017) of the Florida Building Code.
Certification of Independence of Evaluation Entity
I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional
Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and
61G20-3.009(4), F.A.C.
3
June 15, 2017
Re: Florida Product Approval
To Whom It May Concern:
Certificate of Independence
I certify that I meet the requirements of "independence" as it relates to Overhead Door
Corporation. Specifically,
1)1 do not have, nor intend to acquire or will acquire, a financial interest in any
company manufacturing or distributing these products.
2)1 (my business) is not owned, operated or controlled by any company manufacturing
or distributing these products.
3)1 do not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the reports are being issued.
4) I do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product.
Sincerely,
14 L,-Z4
Gordon Thomas, P.E.
FL PE # 46718
I
I
MQffS-
1. NON -IMPACT. RESISTANI C.A2N6 OPTION - .DOW
MINIMUM SSB GLAZINC N MOLDED FRAMES SCREMEO 13 CA HORIZ ANGLE-
TOGETHER WITH A MIINNM OF (6) 18.1- SOWAS
DISTALLED 1.4 TOP CA INTERMEDIATE SECTION (WITH OR
VATHOUT DECORATIVE NSENTS) MEETS UNIFORM STA71C
OFPRESSURES SHOWN ON THIS ORAWNG. GLAZING 13
CA FLAG ANGLE- HALL
HAVE A NAIONUN IEKHT OF1].73' AND A MAXWUM
LENGTH OF IS.75'. GLAZING IS NOT UAPACT 16 GA MIN HORII- RESISTANT
AND ODES NOT MEET THE REQUTAWNIS FOR TRACK YWO-
BONZE DEEM REMOVS S/
IOC/-S//BB 2.
INPACT RESISTANT OLALNO OPTION - IMPACT UC SCAEM RESISTANT
CLA21NG SYSTEM MAY BE 04STM M N TOP WIN 3 AS OR
INTERMEDIATE SECTION (VAIN dT 14MOU7 DECORATIVE SHOW) B15ERis
6U7Nc SHALL DE 1/4• MAKROLON-AR 16 W MN VENT• 10.
ATE CH EQUAL CLIZIC SHALL HAVE A MAMU
M HEIGHT OF ISM' AND A MAIORRI LENGTH Of TRACK
SOW.
GLAZING IS IMPACT RCRSTANf AND 00E5 MEET THE
REQU MEMIS FOR WID-BORNE DEBRIS REGONS S/76t1-S/R• LAO• SEE
DETAILE ON SHEET 2 FOR ASS04LY DETAILS. SCREW AT EACH GLAZED
SECTION REQUIRES RONFORCQENT BRACKETS JAMB BRACKET ATTACHED
TO U-BAR ON UPPER INIEORAL lot (SEE DETAIL
C SLEET I). 1B CA J-SINUI SCW-*D TO LVAEII 1/4-20A/IB• TRACK' DITEGRAL
RE OF TION AND OPERATOR SIDE TO BE BOLT HUD 1/4-20 HEX INSTALLER
FACTORYNSTAUED. NSTALLER SHALL FIELD INSTALL (1) NUT AT [Atli JO JAMB 1/
4-14a7/r SELF C/11YPnTE SGREV7 TO ATTACH BRACKET LOCATION THE
YSIRUT TD THE INTEGRAL RO AND OPERATOR SOLE PE
ATTHEC[N7ERDINE OF THE ODOR R DETAIL r ON SHEET
2. 3,
VINYL OR WOOD DOOR STOP NA LEO A UAANUM OF 6' OG
MUST OUETRLAP TOP AND EIM ENDS OF PANELS MINIMUM
7/16• TO MEET NEGATIVE PRESSURES 4.
KEY LOCK AIDE LOOTS. OR OPERATOR REQUIRED 15
CA STIFFENED, S.
SECTION SHALL BE CONSTRUCTED WITH FOAMED IN JAMB BRACKETS PLACE
POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELOULE rw WOOD
TO 30 CA WOIUM FACER STEEL AND A QUAIOTY. LOCATION, POLVLMIINAE
BACK, OR 32 CA SIM BAOKOI END AND TYPE CAP
10 NAME A MINIMUM 1.1' DEPTH. L
THE DESIGN OF THE 9014"TING STRUCTURAL KEY LOOK OR SLIDE LOCK,ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOR PROFES90NAL
OF RCG011D FOR THE 11EBUAAHC 011 REQUIRED WITH OPERATOR STRUCTURE
AND N ACCORDANCE WITH CURRENT OOLONG SEE NOTE 4) SINE CODES
FOR THE LOADS USIED ON TITS DRATMNO. LOCK $No" roR 7.
DOOM JAMB TO BE MINIMUM A6 STRUCTURAL ORADC CLARITY
LUMBER.
REFER TO JAMB CONNECTION SUPPLE" FOR NO7E• (41 SECTION BOLD ATTACHMENT
TO SUPPORTING STRUCTURE. DOOR SH SEE MEET 2
FOR U-BAR LOCATIONS R
LOUVER OPTION - 040' M11a/LIM LOUVERS N MOLDED ON DOORS WITH OTm R FRAMES
SCRETED MCIETHER WI7H A MINIMUM Or (6) SECTION
OUAN7ITES AND roar
SOKEVIS INSTALLED III THE BOTTOM SECTION. SEE
NOTES I AND 2 ON THIS
SHEET FOR ''NC LOUVERS
ARE NOT IMPACT RESISTANT AND DO NOT MEET INC
REQUIREMENTS FOR YAND-BORNE DEBRIS REGIONS OPTIONS.
L
SECTmRCO 5S wT.A7OR 510E TOr011 SUPERIMPOSED
DESIGN PRESSURE LOADS
ON SUPPORTING STRUCTURE M"
DOOROOR NODCTRTUNIFORM LOAD EACH JAMB (PLF) IIW-
KT ALL 207.2 -2]0.4 14'-
W ALL Ie1J -201.0 IY-
0' ALL 415 4 -1 ID'-
0' ALL VVL
ICI MITI rrr AN
cEfrs0:4 L iP
NO.
77945 y STATE
OF •• SAQb
A•rNEY 4lT0
t6I1IIY NAIL 1W IIpN,
AOL NM n
R >TNa v K 117444 PROFERSO
N OQUELAS SE& P%QMD ONLY FOR vORDCAROY
OF M"AD OHSIIIMCROD DnT SEE
U-BAR NOTE ON SLEET RCOUIRCD
Q1 DOOM IIDTHS LESS MAN OR EQUAL
10 12•-0'. JAMB
BRACKET SCHEDULE DOOR
IMIORNO OF SECTIONSRIRAOIER EACHJAMBLOCATION
OF ceanxumL OF AAM11 IR'
BRACXE75 MEASURED FUN WT.ON TAPE
Or TRACK (ALL CIMENSRONS t 2') 7-
0' 4 6 0 JB 1 . ?.S-1 JB 34 A , 45-1 4 0 , 03' J0 7-
0• 4 6 FAT Js . 10 JB II-3 JB . 7l-3 4• JB 42JB e3-1 P JB W-
0• 5 B a JB ,3 CH23 JD34 JB 41-1 t O. 5B JB , 0J 01. 7s JB 0'-01 5
B FAT JB 10 JB 21-3/4' (A). 29-4 4'(Al46 JB 57-1 4' .B). 66' .8 , 75-f A 0-0'AqIOH
LIT FIRW M041 SEE No. BELDN FOLLOWING OMENSON DENOTES
SLOTTED JAMB BRACKET ATTACHED TO TRACK WIN 1/4-208/16• TRACK BOLT AND MIT. FOUDAUC OMENSON DENOTES
DUCK INSTALL JAMB BRACKET NSTALLOL N BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH 10 TRAM DOORS OM HIGH
LIFT, ROOF PITCH. AID/QR ORATE, 7HAW V N HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLL SEE SUPPLOIENT TRACK CHART FOR DETAILS. STATIC PRESSURE RA71HOS
1 APPROVED Wayne DESIG ^ N (
PSF % +25.9020.80 IMAX TTDM: TEST W t(
f/
6_
T'^f[ Dalton. NPACTP/CYCLIC RATED (YES/NO). YES ImAx sFcnON H r/1 TOROTH:
FIAARC MODELS 5120/9100/
9605 WINDLOAD SPECIFICATION OPTION
CODE 0230 J16ED SIRIIT 4711ICA1ION
MENNOD M
COLORED PANT
TO MPED NUMBER 3/
B/ G
ADDED SUPERIMPOSED ROM
PRESSURE LOADS
SLPPORTOC UCTURE AND
RURDMUINBEROF
1EXOLS AND CENTER
CS ACCUSED FOR
IROR1A DOOR WIDTHS
1 5/10/
06 AWED IMPACT STANCE
TO DOOR
IOD MODEL 0100.
NFILD MOTE 0
70 3[ TWAT LOUVERS
NOT IMPACT STATT.
e/S/
D7MDOFEDJAMB I
SCHEDULE FOR
OPTION. ADDED LAIR
NICK DETAIL REEF
2 f 4/17/
00 UPDATED TILE OLOCKI
0/20/
10ER31526SECS. AND
ONOPART NO,
I REV• 318960 P10
13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RU 13 CA ADJUSTABLE
FDrWE AlfACHEO TO WIN THE (0) F E-PUNCHCD TOP nxpjK
PRE-PUATHED HOLES " • r HOLES EACH END FACING UPWARD
W BOTTOM OF U-0AR AND ATTACH THRU END CAP AT
WITH (2) 1/.-14x3/0' EACH WD VAO (2) 1/1 14x7/e' / • . CIOanIF wEW5 SELF DRILLNG NPTITE SCREWS r
FOR STANDARD TRACK AND (3)
O 1/4-14x7/e' SE1F FORFOR LOWLTaNPmE51:REW5 Low
HEADROOM TnACII (2 Or WHICH °.
ARE USED 70 AIrAOED THE TOP
DETAIL
BRACKET AS SHOWN)
LOW HEADROOM TRACK
13 CA ROLLER SLOE ATTACHED TO
PRE -PUNCHED HOTS IN TOP DF U-BAR CF U-BAR OVER INTEGRAL RIB WITH
MTN (7) 1/.-ux3/0' CR0Pn7E SCAEYIS.
USE WEWI(D HONE IN SUOf t0 ENx E
THIE (e) PE-PUIM3ICD HOLES EACH TWO
FACING UPWARD AND ATTACH TMRU END
PROPER AUOUIEHT Of ROLLERS CAP AT CACH ENO WITH (2) 1/.-14,7,W
AMPnTE SCLC05
IS CA WNIOE ATTACHED
SELF DRILLING
EXCEPTION, U-BAR PLACED OVER 70P
RIB ON THE BOTTOM SECTION SHALL OILWITH (4) 1/4-14.5/e' CRIMPTI SC11EW S (2 Of BE ATTACHED THRU 040 CAP AT EACH
WHICH ARE FACTORY END INCH (1 1/1-14x7/e' SELF DAXUNC
CRIMPTITE W LOCATED ON THEATTACHED)
OFeOTMUTL.AMCE OF THE U-BAR
LTCQj DUE TO REOMED TO
2' NYLON STORMCARD INSTALL SCREENS AT THE ELMS OF THE
Rtt1FR WIN U-BARS. ALL U-BARS SHALL E
4-1/2' STEM
DISTAL a
INSTALLED ON SECTIONS PRIOR TD
INSIALUNO ROLLER SLIDES AND 70P
FIXTURE ON THE U-BARS. SEE
ArrACHMCM NOTES OR THIS SHCEt.
le GA HWGE ATTACHED
PLACE V-DAR OVER
INTEGRAL AND ATTACH
WITH (e) 1/4-2w/e•
CRWIITE SCREWS (2 OF
WITH /41SCRgf/B' ,
WINCH ARE FACTORY
lIlcRIMPnIE 5[AE15 U
PW-PU 4CWED HOLES AT
HIATTACIEAWI0CHCHFIX EACH IN1ERM OIAlE HWGE
APE M1 DITO IDGAACH (1 TIRO FLANGEj30FTOPLEAF. 1OP TTOMWN:CH
Or U-BAR AND
BOTTOMTHRUPRE-CIED
S HINSTALLED WNCE LEAF AND 1 THRU NIXIE - '
WEB OF U-BAR AND W
U-BAR DETAIL
C INTEGRAL
JOB OF SECTION) 12
CA 807MM BUO(ET FACTORY
ATTACHED W TH 3
1 4-14xS/0' e
PLACE U-0M OVER N7ECRK qB VI711 D
O OT OObNTIRESCEWS BOTCH M CLEAR BOTTOM BRACKETANDTACHCLEATHRUOMDCAP AT
EACH FID WEN (1) 1/4-1LT/B' SELF
DRILLING ODMp 1E SCIIEIr AS fOR
IMPACT ESISTANCE, V SHCTWM AND USE (1) 1/4-14x7/0' SELF BGTTOI
BRACCET YUSi BC StltEWEO
1D TH[ BOTTOM .• DRILLING
CRWPn7E SCREW ACROSS THE BOTTOM
Or THE BOTTOM U-BAP AT U-
BAR WITH EACH PRE -PUNCHED HOLE AT EVENT 2)
1/4-Isx7/0' SEV DETAIL 1)HWCY IT
Pwl TM SCPEW4 LOCATION
USE (1) 1/4-20XD/0' CIONPTITE
SCREW AT ALL OTHER SEE
IMPACT BOTTOM RRACIET PRE-PW04M HOLE LOCATIONS. DETAIL
MS SHALT DETAIL
A USED
ONLY OW IMPACT USEGLADLYTION09I - 11 CA
REINFORCEMENT BRACICET
ATTACHED W711
4) 1/h14x7/e 1 SE2F
l C 1 p 7HRQICH
BOTH BRAO(
Cf ARID U-BAR) DETAIL
G 1
1/4-14x7/0' SELF DR'121NO CDMPITTE w
AT CTNIER LINE OF DOOR TnRU J-
STRUT • OPERAIOR SRACET. KOM }
STRUT A SCALES ONLY REQUIRED DN
wACT CLA2ED SECTIONS SLE NOTE 2
SHEET 1 FIFTAII
F W,
MIN STAINLESS SMTHSTAINLESSMlwA5NER5
CICEDRUBBERAX- P.•'
LLCENSF •./ 1. DEAD cE /F X O: •., ,
I No. 779A5 ULIRAOLAZE SSC4000ACA
sIREEQUIVALENTD
0,
STATE OF ((F FACER STEEL l0tV'
1milill
11 G/ — — 0
4w4' 4 KOW9A R 4174
OM.TY ROD IEo NMWT
MWL CHO NON-
STRUCIURAL DECORATIVE
INNER / WINDOW
TM —• R
Pt77015 lx PE 111MS IWSSSMMDI
K WWY 00LCEIA" DETAIL ATTACH BOTTOM
BRACET
TO BOTTOM U-
BAR WITH (2) 1/4-140/
0' SELF DRILLING CMMPTITC SCREWS 7 -
W_ IMPACT
BOTTOMBRACKET
STAMPED NUMBER CRT
3/0/
00 PS ADDED SUPERDIPOSED
MUCH PRESSURE LOADS
ON SUPPORTING 5)
SECTION DONS
STRUCTURE AND CLARIFIED
NUMBER OF
FASEENERS AS o
CENTER NTH jB)) 3%
1R CA. IONCESI RELMRCD foN BD KS) U-
BARS LOCATED OVER INTEGRAL
RIBS AS
NARROWER DOOR WIDniS
MID 5/10/
06 PS ADDED IMPACT
RESISTANCE TO OOOIL
4) SECTION COOLS
ADDED MODEL 6100. WITH (5) 3%
1e CA, IBM. ODITED NOTE B TO e0 ICSI U-
BARS LOCATED OVER ATE
THAT LOUVERS
NOT IMPACT NTT_
OML RIBS
AS RESISTANT. SHOW CRT 0/
6/07 P7 MOOIFED JAMB
BRA KCT SCHEDULE
FOR FAT OPTION. ADDED
LOT TRICK DETAIL SHEET
2. C T 4/
17/0e PS ADDED IMPACT
RL95fAVT QA21NC. ADDED
TEXAS UC:
MSE NUMBER TO TITLE
BLOCK, CHANCED LOUVER H07E.
INCREASED MAX WDCHT
If.. -0' ADDED
RICH LOT A" ROOF
PITCH TRACK ROTE. CRT
7/22/
011 PB UPDATED TITLE
SUCK 1. ALL U-
BARS SHALL BE PLACED OVER INTEGRAL JOBS AND ATTACHED IHAV PRE -
PUNCHED HOLES VIM (2) 1/4-14.3/0' CRIMPTITE SCREWS AT
EACH INTERMEDIATE HINGE LOCATION. (2) 4-14x7,W
SELF CALL" ERIMP11TE SCREW$ AT EACH END CAP (CRYPT BOTH
U-BARS ON BOTTOM SECTION - SEE DETAIL B AND
D TM SHE). (2) 1/,-14.5/0' CRINP7ITE SCREWS APP ROm1ATELY
MIDWAY BE7VEd END Or BOOR AND WIERMEDIATE NONCE LOCATION.
AID (1) 1/4-14.5/e' CHWPTIIC SCREW APPROXIMATELY
B' FROM EACH END, FOR DOOR WOIHS ORLAIFR
THAN I2*-0'. THERE SNAIL BE A TOTAL OF (20)
SCACVS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON
BOTTOMWEAL ) Ae SCREWS EACH, ODYO95MANOR M12'-W. THEE SMALL DE
A TOTAL OF (1e) SCREWS AITACIWC EACH U-BAR EXCEPT BOTH
U-BARS ON BOTTOM SECTION NON-STRUCTURAL DECORADVE SHALL HAVE
A TOTAL OF (
14) SCRETIS EACH. OUTER WIDOW TRIM 2. MESH
THE EXCEPTION 0f
THE (0) PRE -PUNCHED ROLES IN 1/4' POLYCMBONAIE THE TOP
OF EACH END
USED FTIH ATIACILMENT OF THE ROLLER SHOES AND 711E (B) PRE-
PU CHED HOLES N THE BOTTOM Of EACH CHO USED FOR THE
ATTACHMENT OF THE 10P FIXTURE AND UNLESS NOTED OTHERWISE ON
DOS SiIECFICATICH ORA XIG. ALL PRE -PUNCHED
HOLES IN ALL U-BARS SHALL BE ATTACHED 10 THE DOOR PATH
1/4-14xs/B- CRRPnTE SCREWS, 3. 10 CA U-BARS
SHALL BE STAMPED '46' APPROXIMATELY W FROM EACH END. ISTATIC PRESSURE
RATINGS APPROVED S12ES
Sc Wayne GN (PSF)N t2s.
Bo%2e.eo MAX WIDM 16'-0' TEST ( 73e.65/-43.20
MAX HEIGHT: e'-O' DR Dalton. IMPACT/CYCLIC RATED (YES/NON YES MAX SECTION HEIGHT: 21' CH GARAGE DOORS MODELS 5120/9100/
9605 OVI9ON
OF OVERHEAD ODOR COIN
Pf11sAWNSM ACo nawAD10iX1, ant .v_
e44n WINDLOADSPECIFICATIONOPTION
CODE 0230 5/
23/2017 SHEET Z OF
Z AWNG PART
NO I REV. 318960
P10
8
SPLICE PLATE LOCATION
SEE SCHEDULE
14"
MAX
i
12"
MAX
12"
MAX
12"
MAX
12"
MAX
l 2"
MAX
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE.
DWAVS A KCRhl". PE
UNIY RO .37I COAD 160
NDNN1 NAPE. DWD
FL PC 7TI43 TX P[ 117NI
PRD17S9DNAL CRaNEMS SEAL PRDMED DASY TOR
VCWXA71DN 0< MALOAD 0011STWDC110" DETAILS
E CLIP DETAIL
P LOCATIONS
E SCHEDULE
ACK
13 GA MIN
CONTINU01
WALL ANG
11 GA MIN
CLIP SEE
SCHEDULE
13 GA MIN
CONTINUOUS
WALL ANGLE
2) 1/4" X
7/16 SEMI
TUBULAR
11 GA MIN
CLIP SEE
SCHEDULE
RSW
f
1
13 GA MIN
CONTINUOUS
WALL ANGLE
ENE J!
NO.779,45 .1
I0 * *=
c% ' . STgTEOF ANAL
1
ijff t1111 1\ f/
aW-7 TRACK
3)
1 /4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4"-20 NUT TRACK
I
1)
1/4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4"-20 NUT TYPICAL
CUP RIVETING
DETAIL, 11
GA MIN CLIP SEE
SCHEDULE 1
T(
1) 1/4"-20 TRACK i
OR CARRIAGE BOLT WITH
1/4"-20 NUT TRACK
TYPICAL
CLIP WELDING
DETAIL DESIGN
PRESSURE CHART MAX
DOOR
WIDTH
MAX
PSF 9'-
0" 46.0 PSF/-52.0 PSF 16"-
0" 46.0 PSF -52.0 PSF 18'-
0" 46.0 PSF/-52.0 PSF TRACK
SUPPLEMENT CHART A
Dalton..
E ®
OOR9 3395
ADDISON DRIVE PENSACOLA.
FLORIDA 32514 850)
474-9B90 REVISIONS
INCH
X-CUPS-TEXAS ANGLE
12 FOOT 7ED
6/
11/03 PRATED
FORMAT. EASED
ALLOWABLE SURES
TO DD/-
SZOO PSF FOR DOOR
WIDTHS ICED '
TEXAS WALL IE'
TO 'CONTINUOUS ANCLE'.
ADDED IRATE
MOUNTING IL.
CHANGED TO CHARGED
FORMAT. iM
MODELS 9900 i
8024 WITH OVERLAY UPDATED
MODELS ED
IN CHARTS. ATED
SPLICE A CUP EDULES.
9/
06/07 10/
05/07 PRATED
CHARTS TO RATE
THE USE OF 08
CLIP (REPLACED 09
ACROSS THE UPDATED
STEEL ItMNG
DETAIL D4/
11/08 EXPANDED
1-1/2' TO B'
DOOR THICKNESS AT
UP TD 14' HICH. 12/
II/D8 UPDATED
TITLE CK
8/
2/10 UPDATED
TITLE CK.
REMOVED CHART. 11/
15/13 UPDATED
TITLE SHEET
1 OF 2 DRAWING
PART NO. REV, 307494
P11
2 3/4" f1"
EDGE DIST
5/16" x 1-5/8"
LAG SCREW OR
EQUIVALENT INTO
MIN 2 x 6 NO2
MIN 3/16" THICK
STEEL FOR MOUI`
WALL ANGLE—
E60XX MIN.
1 8 2-24
t/8 V 2-24
SPF (G=0.42) OR _ \_ _
TRACK CLIPS
BETTER AT EACH 1/4-2Ox9/16"
HOLE OR PAIR OF TRACK BOLT AND
HOLE LOCATIONS 1/4-20 HEX NUT t$,-/
MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL
2 3/4 OPTIONAL: WALL ANGLE MAY BE
MIN EDGE DIST ATTACHED TO SUPPORTING STEEL
a WITH MIN. (1) 1/4-200/8" SELF
DRILLING SCREW WITH 1" O.D.
WASHER AT EACH HOLE OR PAIR OF
HOLE LOCATIONS IN LIEU OF WELDIN(
d
CONCRETE MOUNTING DETAIL
DwAVK A XCRNMH, PE
151E COLWW ROAD 1E0
wDUNT HOPE. o1Ro
it PE 77943 TX PE 117a6B
PROKSSIINAL E"mis'S SELL PRONDL'0 OR.Y FOR
vEmnCA DN Q wPDLOAD CCrMROCTXN 0E7NM
3/8" SIMPSON TITEN HD,
2-3/4" MIN EMBED INTO
MIN 2000 PSI CONCRETE
AT EACH HOLE OR PAIR
OF HOLE LOCATIONS
WALL ANGLE
1 /4- 20x9/l 6"
TRACK BOLT AND
1/4-20 HEX NUT
TRACK CLIP
x111111)1111//
J Ko,Q'', PANE
QcEA11SF . j % O . No.
77945 S n •
A7F OF = 5/
01VAL o
Wayne1r11111\
Dalton.
C/ (
GARAGE
DOORS 3395
ADDISON DRIVE PEN(&'
0) 474-9B9A032514 TRACKSUPPLEMENTCHARTREVISIONS
3
UPDATED FORMAT. CREASED
ALLOWABLE IESSURES
TO 16.
00/-32.00 PSF FOR 1
DOOR WIDTHS iIANGED '
TEXAS WALL VGLE'
TD 'CONTINUOUS ALL
ANGLE". ADDED RISTRAIE
MOUNTING TAIL
CHANGED TO TEN
HD ANCHORS 17
4/2/07 1
CHANGED FORMAT. DEO
MODELS 9800 4D
8024 WITH OVERLAY 5/
21/07 UPDATED
MODELS EO
IN CHARTS ATED
SPLICE do CLIP EDULES.
9/
DB/07 UPDATE
IAOUNTINC AIL
DRAWINGS 10/
OS/07 UPDATED
CHARTS 70 LLUATE
THE USE OF 1 #
9 A,CROSTPCED THHEE RD). 10/
24/
07 UPDATED STEEL
INTING DETAIL
O7/11/
OB EXPANDED 1-
1/2' TO 6' DOOR
THICKNESS RI UP
10 11• HIGH. 12/11/
08 ADDED MODEL
6700. ATEO TITLE
BLOCI( 6/2/
10 UPDATED TITLE
CX. REMOVED
CHART. 11/15/
13 UPDATED TITLE
CK. 8/
15/17 SHEET 2
OF 2 DRAVANG PART
NO. I REV•
307494
P11
Wayne
Dalton
GARAGE DOORS
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
950) 474-9890
SAE J Kp
TCEnTSF •cP
No. 77945 y
0,' STATE OF
NAL eN \\\
MINIMUM 2.6
A, SOUTHERN PINE
MA'ME A (o1WISH. PE
4076 COUNTY ROAD Ho
MOUNT HOPL o60
FL PE 77943 TIC E 117866
PROFESSIONAL ENOINELR'S SEAL PROMOED @A.Y FOR
VcXw-TIoN OF MWLOAD CONSTRUCTION CETµ$.
1
6' NAK.
f-\— fASIENERS PER
SCHEDULES 1 THRU 4
MAMMUMSPACING
6' MAX
LOCK
MINIMUM 2.4
STRUCTURAL GRADE
LUMBER FOR
ATTACHMENT TO
WOOD SUBSTRATE
OR MINIMUM 2(6
FOR ATTACHMENT
TO CONCRETE AND
GROUT FILLED CMU,
TTIP.
2-3/4' J
2) 3/8• SIMPSON TITEM HD SCREW
ANCHOR WITH A 1 1/4- WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4' AND A MINIMUM EDGE
DISTANCE OF 2-3/4'.
btlAR 1
MINIMEff 25L10 PSI [DNCAfi
NOTE. MAXIMUM DESIGN LOAD
CAPACETY OF 2085 LBS
SEE DETAILS 1, 2, AND 3
REQUIRED FOR VERTICAL
POST REINFORCING
SYSTEMS.
DOOR HEIGHT
ODOR WIDTH
MINIMUM 2(6 03 HEADER LDCK
SOUTHERN PIN- B. ACKET
LUMBER.
a• 4' a• e'
4•
4) 3/6' SIMPSON TITER ND SCREW
ANCHOR WITH A 1-1/4' WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4' AND A MINIWIM EDGE
DISTANCE OF 4'.
DETETL2
YINWUN f000 P4O OROLR FI IED L
NOTE' MA)OMUM DESIGN LOAD
CAPACITY OF 240D LOS,
MINIMUM 2.6 /3 ETEADER LOCKSOUTHERNPINEJVACK
LUMBER
4) 3/8' DIA. LAO SCREWS
WITH 1-1 4' O.D. WASHERS.
LAC SHALL HAVE A
MINIMUM PENETRATION OF
W2' INTO THE MAINRTMEMBER
Q£TARS
MORAu[TtRF uii7u_
u6LOAD CAPACITY OF
2430 LBS DRAWN SHEET
1
OF 2 ewcrrcn P17 UPDATED
TTiI BLOCK ESC
6/)
S/17 JAMB CONNECTION
SUPPLEMENT DRAWING PART NO. I REV.
324620
P16
Wayne
Dalton.
GARAGE DOORS
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
850) 474-9890
DWAYI.E J. RORNISN' PE
DOM7anCY RDAD 16D
MDUWT NOPL ONO
FL PE 77645 Tx PC 117666
PRDFE150W.0 F11O CER'S SEAL PADWDLD ONLY FOR
vmlicA TOM A RYOLOAD CWSIRMCTION OETNS
MIN 2500 PSI CONCRETE
NOTE. MAX ALLOWABLE FASTENER
LOAD MAY EXCEED THE DESIGN
LOAD OF THE STRUCTURE DESIGN 2 3/4•
OF SUPPORTING STRUCTURE SHALL MN EDGE GIST
BE THE SOLE RESPONSIBILITY OF
THE PROFESSIONAL OF REC
FOR THE STRUCTURE
d .
d
3/6'
ALOCAPON
1 HD.
2-2 ED. YJN
B" BET
BRACKNJAMB
1/4-2TRACT(
1/4-2
TRACK
OIRF(:T CONCAFYF MOIIN'I1NO OR II
4 = NO.77945 it
SfA'TE OF =`
SIONA.\--
MIN 2 X 4 SPF (0-0.42) OR BETTER WALL MO
UD7E. MAX ALLOWABLE FASTENER LOAD MAY
EXCEED THE DESIGN LOAD OF THE STRUCTURE.
DESIGN OF SUPPORTING STRUCTURE SHALL BE
THE SOLE REsPONSIBIU7Y OF THE PROFESSIONµ
OF RECORD FOR THE STRUCTURE
WKtLJX-'-' -IL AIW
SHEATHING INTERIOR
S/IB• LAG
CH
SCREW W11H
1-9/3SWO {{2• EMBED N CENTER OF
JAMB BRAEI(ET LOCAFOR TION
JAMB BRACKET
1/4-2OX9/16'
TRACK BOLT AND
1/4-20 HEX NU
TRACK
DIRFE:T WOM MIIINMNr OFTAII
MAY 470 RC PFR • . F =MER
SHEET 2 OF 2
JAMB CONNECTION SUPPLEMENT
P17 UPDATED 717LE
BLOCKESC6/1S/17
DRAWING PART N0.
I
REV.
324620 ' P16
Building & Fire Prevention Division
PERMIT TION
Application No: r7s S
Documented Construction Value: S 50`2b°=.
Job Address: 3 1 oluC) 3.Lo-i-tVAHistoric District: Yes Nom
Parcel ID: Residentialn Commercial
Type of Work: New Addition Alteration[]Repair Demo Change o``f'Use Move
Description of Work:
Plan Review Contact Person: / , Title: L.hC e c. Ad i'"Yl. t n
Phone.(gL)Cl n ` ' } Fax: 01 6a49 0 Email: Co Yln i e G
Property Owner Information
Name
Street:) C(rL "'lY c:Gi'll.Ztl;C aGy t71i 1 s' I
City, State Zip: Lage l V l a,124 L 30-7 L4 o
Phone:
Resident of property? : /
nn
Contractor Information
Name (-\7%)AC- Phone:. L m-2a-29
Street: 1I V Fax: L V
l;
City, State Zip: 1 a 3G07 / D State License No.: ('A(' 12,
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
S/j,
Signature of Contractor/Agent Date
p,-bc%1-j- : - Lu 1 n
Print Contractor/Agent's Name
69,
SignZWersonally
r' a Da e
lic State of FloridaeKulpssionGG145896/
2012021Contractor/Agersonally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: January 1, 2018 Permit Application
WORK ORDER
Job #: 34674
145967
Date: 1 /26/2018
Subdivision I Phase I Bid I L/U Blk
BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 10221
ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3831D Saltmarsh Loop
CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 32773
2260 MagellanModel/Bldg:
Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a
Job Contact: S Woolwine A/H-1 or Furnace FB4CNP036L00 A/H-2 or Furnace
Job Phone: 4077301311 Heater or Coil CE2401COS Heater or Coil
Date Requested: CU-1 CH14NB03600G CU-2
Date Required: T'Stat: TH6220D1002 T'Stat:
Filter Base
AHU Location
N/A
2nd A Int Closet
Filter Base
AHU LocationPermitInformation:
Efficiency 14.00 SEER / 8.2 HSPF Efficient
MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace
Heater or Coil Heater or Coil
Bldg. Permit# CU-3 CU-4
Township: Sanford T'Stat: T'Stat:
Filter Base Filter Base
AHU Location AHU Location
Incl. on Builders Permit: No Efficiency Efficient
EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper YBISOAIO17 Qty I
Builder calls inspection: Yes Zone Kit #1 ZD1
EAI calls inspection: No Zone Kit #2 ZD2
Thermostats ZD3
Ventilation Cost: 402.56 Transformer ZD4
Surge Protector ZDS
ByPass Damper #1 ZD6
B Pass Damper #2 IZ07
PO Numbers Qty Yes No Qty. Yes No
Grs.Stamped Stl. 14 X Flue Pipe: X
Grs.Stamped Returns 8 X Filter Base X
Grs.White S/A Adj. X Mery 8 Filter X
Grs. R/A White Alum 2 X Elect. Air Cl. X
Kit. Hood Duct: X Conc. Slab: X
Kit. Down Draft Duct: X Heat Recovery: X
fan 80 cfm BFQ80 3 X Fresh Air: 1 X
fan lite BFQF70 X
Bath Exh. Duct: X
Dryer Vent: 1 X
Special Instructions Or Comments:
Accounting Department: Job #
Invoice Due Date: Estimated Estimated
Task - Description Hours Cost
1.98 24.95 Rou hin 2,500.0003-Fabrication Labor
04-Installation Labor 27.30 409.43
06-Piping Labor 7.00 119.00 Trim 2,500.00
14-Kitchen Vent Trim
1,274.6502-Material/Tax
01-Equipment/Tax 1,482.48 Permit 70.00
110.0009-Permit/Other
1 1.42 17.95011-Delivery Labor
20-Pull Material Labor 1 2.851 35.91 Total Contract: S 070.00
1 2.501 42.5012-Startup Labor
Project Summary
Job: Starlight -Wyndham
1-- - WrightsoW ry Date: 6116/2017
Entire House W.
Energy Air, Inc
Plan: 2260 S Magellan
5401Energy Air. Ct. Orlando. FL32810Phone: 407.986-3729 Emit: GRenner@energyaircomWeb:~energyalrcom For. Lot
22 - 2260 SL Starlight Homes 3830 Saltmarsh
Loop, Sanford, FL 32773 Notes: Weather.
Orlando
Executive AR FL, US Winter Design
Conditions Outside db
44 °F Inside db
70 'F Design TD
26 °F Heating Summary
Structure 17353
Btuh Ducts 2176
Btuh Central vent (
47 dm) 1319 Btuh Outside air
Humidification 0
Btuh Piping 0
Btuh Equipment load
20848 Btuh Method Construction
quality
Fireplaces Area (
fe)
Volume (It)
Air changes/
hour Equiv. AVF (
drrt) Infiltration Simplified
Average
0
He23olin
Co2310
102000320003
0A1 0.
21 137 70
Heating Equipment
Summary Make Carrier
Trade CARRIERAIR
CONDITIONING Model CH14NBO360000B
AHRI ref
8068612 Summer Design
Conditions Outside db
93 F Inside db
75 F Design TO
18 F Daily range
L Relative humidity
50 Moisture difference
44 grAb Sensible Cooling
Equipment Load Sizing Structure 19740
Btuh Ducts 3236
Btuh Central vent (
47 din) 900 Btuh Outside air
Blower 0
Btuh Use manufacturer'
s data y Rate/swing
multiplier _ 1.00 Equipment sensible
load 23876 Btuh Latent Cooling
Equipment Load Sizing Structure 3073
Btuh Duds 314
Bbih Central vent (
47 dm) 1382 Btuh Outside air
Equipment latent
load 4769 Bbuh Equipment Total
Load (Sen+Lat) 28645 Btuh Req. total
capacity at 0.70 SHR 2.8 ton Cooling Equipment
Summary Make Carrier
Trade CARRIERAIR
CONDITIONING Cond CH14NBO360000B
Coil FB4CNP036L
AHRI ref
8068612 Efficiency 8.
2 HSPF Efficiency 11.7 EER,14 SEER Heating input
Sensible cooling 23100 Btuh Heating output
33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise
28 'F Total cooling 33000 Btuh Actual airflow
1105 drn Actual airflow 1105 dm Air flow
factor 0.057 dmBtuh Air flow factor 0.048 dm/Btuh Static pressure
0.50 in H2O Static pressure 0.50 in H2O Space thermostat
Load sensible heat ratio 0.83 Capacity balance
point = 32 °F Backup: Input =
5
kW, Output =16034 Btuh, 100AFUE Soldlnallc values
have boon manuallyovenfddon Calculations approved
byACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right•
Suitp-GLinlverwl201717.028RSU17013 2018Jan•1817: Page
1 I
ACCA.-SpealdWyndhamPresenetol22-2260SLrup
Calc-MJ8 Front Door faces E
Certificate of Product Ratings
AHRI Certified Reference Number: 9162429 Date: 05-01-2018 Model Status : Active
AHRI Type: HRCU-A-CB
Outdoor Unit Brand Name: CARRIER
Outdoor Unit Model Number (Condenser or Single Package) : CH14NB036'0"B'
Indoor Unit Model Number (Evaporator and/or Air Handler) : F94CNP036L
The manufacturer of this CARRIER product is responsible for the rating of this system combination.
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary
Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing:
Cooling Capacity (A2) - Single or High Stage (95F), bluh : 33000
SEER: 14.00
EER (A2) - Single or High Stage (95F) : 11.50
Heating Capacity (H12) - Single or High Stage (47F) : 33800
HSPF (Region IV): 8.20
t'ActiW Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale, OR new models that are being
marketed but are not yet being produced.'Production Stopped' Model Status are prose that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering for sale. Retinas that are accompanied by WAS indicate an involuntary re -rate. The now_published rating is shown along with the previous (i.e. WAS) rating.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for,
the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the
directory at www.ahridirectory.org.
TERMS AND CONDITIONS ®®
This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and
confidential reference purposes. The contents of this Certificate may not, In whole or in part, be reproduced: copied: disseminated; 0%W
entered into a computer database: or otherwise utilized, In any form or manner or by any means, except for the user's Individual,
personal and confidential reference. AIR-CONDITIONING, HEATING.
CERTIFICATE VERIFICATION &
REFRIGERATION INSTITUTE
The information for the model cited on this certificate can be verified at www.ahridlrectofy.org, click on 'Verify Certlficato' link „v noke liii berte,'
and enter the AHRI Certified Reference Number and the date on which the certificate was issued.
which Is listed above, and the Certificate No., which Is listed at bottom right
2018AIr-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131696768944727165
CITY OF SANFORD
One Time Credit Card Payment Authorization Form
Sign and complete this form to authorize City of Sanford to make a one time debit to your
credit card listed below.
By signing this form you give us permission to debit your account for the amount indicated
on or after the indicated date. This is permission for a single transaction only, and does not
provide authorization for any additional unrelated debits or credits to your account.
Please complete the information below:
I 1 non', P authorize the City of Sanford charge my credit card
full name)
account indicated below for on or after ' " This payment is for
amount) (date)
address or parcel 10
Billing Address C V'
City, State, Zip n \t` `Z 2K) Phone# \"
Email
crw' d.c -1
cnf—rC,lh 11. Account
Type: X.isa MasterCard AMEX Discover Cardholder
Name C"(1)Q a 2Y l 1l Q Account Number
L'-(1 c—aa'1 c-7'4 Expiration Date
t CCv 2 ``
Billing
Zipcode
3;;n—/ SIGNATURE / ' , " GC /
DATE 1 I I authorize
the above named business to charge the credit card indicated in this authorization form according to the terms outlined above. This
payment authorization is for the goods/services described above. for the amount indicated above only. and is valid for one time
use only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card company: so
long as the transaction corresponds to the terms indicated in this forth.
83l' B ass
ENVIRONMENTS FOR `Vj SA L-r/l//QS•
SITE ID: 386264 LOT: 22 BLOCK HOUSE 38M STREET: SALTMARSH LP CRY: SANFORD STATE: FL ZIP:32771 q)UNTY.
OQ
ACCOUNTt 908STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/182017 PROGRAM: NERSI100% TESTER: EFL IECC:
2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3836 SALTMARSH LP, SANFORD, FL 32771
TEST. BLOWER DOOR RESULT: PASS TESTER: Dove RovMM DATE: 88I182018
I INSULATION SCAN ONLY. WATER SUPPLY NOT ON. ROOF LEAK IDENTIFIED IN LAUNDRY ROOM: NOTIFIED SUPERINTENDENT I
f
sr
y')h ti•^7 .:Ii TEBT WIME ,, . .. i s i i" CORRECTIONSNEEDED-4- BUILDER
t-VERIFIED
RATER
VERIFIED t; .At• WA ..
5.1 Attie Access Panel (fully gasketed and insulated R
5.2 ANC dre Stair(fully 46keled and Insulated X
5 4 Recessed Lighbng Futures (ICAT labeled and tooled to d X
5.5 VNale-Muse Fan insulated gasketed to the opening X
7.3 Fresh air ventilation installed per program specs X
Slevnrpoor
BO To 1
SO ACNII
Room Prsswrs Tam
BUILDING ORIENTATION
PROGRAM ' . "
VOLUME U:
CODE ' }
VOLUME CU.
PROOR%W
SHELL
CODE
SHELL It
SE 135' WA 18,508 0 0
PROGRAM
CFM50•
CODE
CFN80
PROGRAM
ACH80 .,.'
CODE
ACH80
PROGRAM
st8he0
CODE-"
oi811i1
0 12,276 7
1,316 4.05
Met Sdrm 0 Bdrm 2 0 8dm13 0
Bonn 5 1 0 Rm 1 0
Rm3j 0 1 00w 0
Bmm 4 0
Rm2 0
CO Detarsom
Eno Star Ouaftd noes?
E6lolam Pedre T X
60 or> OI HarWdled Ugft Must Be CFL Or LED X
Law Flow Faucets. Tolleb ote? X
ProgrommoMe Thermostat? X
Co~ Green PMgrsm Level Requires Vlwal inspeClbn
Msaunial
m• '- IWn Loostion ManuhadnrNoms Mt1- A Moda162 MOM03 Mwik04' '
SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 1111
SYSTEM 2 WATER HEATER
SYSTEM 3 WATER HEATER
SYSTEM 4 WATER HEATER
SYSTEM 1 FURNACE
SYSTEM 1 HVAC OUTDOOR
IT OUTSIDE CARRIER CH14NO036
SYSTEM 1 HVAC INDOOR COIL
SYSTEM 1 HVAC AMU (HEAT
PUMP INTERIOR CARRIER FS4CNP038
SYSTEM 2 FURNACE
SYSTEM 2
HVAC OUTDOOR
UNIT
SYSTEM 2 HVAC INDOOR COIL
SYSTEM 2
HVAC AHU (HEAT
PUMP
SYSTEM 3 FURNACE
SYSTEM 3
HVAC OUTDOOR
UNIT
SYSTEM 3 HVAC INDOOR COIL
SYSTEM 3 HVAC AMU (HEAT
PUMP
SYSTEM FURNACE
SYSTEM 4 HVAC OUTDOOR
UNIT
SYSTEM 4 HVAC INDOOR COIL
SYSTEM 4 HVAC AMU (HEAT
PUMP
BUILDING SPECIFICATIONS
SUILDINO CHARACTERISTICS AS DESIGN -VALUES AS BUILT - VALUES COMMMENT-
OFBEOROOMS REM NA NA
CEILING FLAT REM NA NA
SEALED ATTIC REM NA NA
VAULTED CEILING REM NA NA
FOUNDATION WALLS REM NA NA
EXPOSED FLOOR REM NA NA
ABOVE GRADE WALLS REM NA NA
DUCT SUPPLY R-VALUE REM NA NA
DUCT RETURN R-VALUE REM NA NA
TEST: SLOWER DOOR RESULT: PASS TESTER: DM Revels, DATE: 00I162 IS
BUILDING SPECIFICATIONS
BUILOINGCHARIICTERI6RIC8;• M''Ad 0ESION=VALUES` ti9; I`.'ABBUILT•1/NUEB:, I., iS'CONMMIEIR :,
PROGRAMMABLE THERMOSTATS PRI YES '
WATER HEATER TYPE PRIF CONVENTIONAL
WATER HEATER FUEL TYPE PRIF ELECTRIC
WATER HEATER SIZE, EFFICIENCY a LOCATION
PRI
INFILTRATION HOUSE LKG ACH REM NA H : 4.05 C : 4.05 ACH $0 Pasal$
FRESH AIR VENTILATION TYPE PRIF AIR CYCLER
VENTILATION FAN MANUFACTURER REM NA NA
VENTILATION FAN MODEL a REM NA NA
VENTILATION FLOW REQUIRED REM NA NA
VENTILATION EQUIP. RATED CFM REM NA NA
VENTILATION a OF FANS REM NA NA
VENTILATION TIMER SETTING EACH FAN REM NA NA
VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA
VENTILATION TIME SET BY HVAC CONTRACTOR -
MINUTES PER HOUR PRI
FRESH AIR VENTILATION FAN WATTS REM NA NA
MEASURED FAN WATTS OR PER MANUFACTURER'S
SPEC'S PRIF
INTERIOR % OF CFUS PRI
INTERIOR % PIN -BASED PRI
EXTERIOR FIXTURES % PRI
GARAGE FIXTURES % PRI
DISHWASHER PRI
REFRIGERATOR PRI
FOUNDATION TYPE PRI
SLAB TYPE PRIF
SLAB AREA PRI
SLAB DEPTH PRI
SLAB FULL PERIMETER PRI
SLAB GRADE PRI
FLOW RING PRI
HEATING REM NA NA
COOLING REM NA NA
AIR -SOURCE HP REM NA NA
WATER HEATING REM NA NA
TEST: DUCT BLASTER RESULT: PASS TESTER: Oeve Revels, DATE: 0e11602018
TOTAL CONDITIONED FLOOR AREA '0 2200 r
CFA SO FT)
DUCT LEAKAGE TO OUTSIDE % TARGET 0.00% .0.00%
TOTAL DUCT LEAKAGE % TARGET ' . 0:00% , ' ,12.00%
1
SYSTEM 1 80 Ft. SERVED (CFA) ,0 ' d2,260 POST CONSTRUCTION
SYSTEM I DUCT LEAKAGE TO OUTSIDE SYSTEM (
CFM25)
1 DUCT LEAKAGE TO OUTSIDE ` SYSTEM 1 DUCT LEAKAGE TO OUTSIDE "' •
cFMu)rARGET ,
o : let . T6• mnnly%. ' i.5ex , ofCFA) ACTUAL SYSTEM
1 TOTAL DUCT LEAKAGE .. O Jn!',Y,!i t•Y: SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF ,NeN% •'•O:OG%', CFM25)
TARGET , • (CFM25) ACTUAL CFA) ACTUAL 1;
SYSTEM
2 80 FT. SERVED (CFA) 0 •.•0 ' ••' SYSTEM
2 DUCT LEAKAGE TO OLrT810E SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 'I SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM26)
TARGET 0 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM
2 TOTAL DUCT LEAKAGE ,0 0 SYSTEM
2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF ' CFM25)
TARGET (CFM26) ACTUAL CFA)ACTUAL p
SYSTEM
3 SO FT. SERVED (CFA) SYSTEM
S DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE - SYSTEM 5 DUCT LEAKAGE TO OUTSIDE , ` • aa.. _.'. ', CFM25)
TARGET 0'=•I' ' , ';' (CFM25) ACTUAL 1 (%OFCFA) ACTUAL SYSTEM 5
TOTAL DUCT LEAKAGE 'i '• • SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE(%OF CFM25) TARGET
01,.0•' (
CF S)
ACrUAL ' CFA)ACTUAL i.)'
TEST: DUCT BLASTER RESULT: PAN TESTER: Dm Rwe04 DATE: OVl&W/S
SYSTEM 4 SO FT. SERVED (CFA)
twam
SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET
0 0 (
CFM29) ACTUAL (% Of CFA) ACTUAL
SYSTEM 4 TOTAL DUCT LEAKAGE ,
0 0 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF
CFM25) TARGET (CFM23) ACTUAL Ati CFA)ACTUAL
SUILOING SPECIFICATIONS
4 VE n VALUESAUIT dIMETBUIOINOCNARACTERSTC
DUCT LEAKAGE TO OUTSIDE REM NA 0.034 CFM25 / CFA
TOTAL DUCT LEAKAGE REM NA 0.12 CFM25 / CFA
FLOW RING PRI
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES
Street 3836 Saltmarsh Lp Permit Office -
City, State, Zip Sanford, FL 32771 Permit Number
Design Location 3836 Saltmarsh Lp (Lot 22) Jurisdiction
Cond. Floor Area, 2260 Cond Volume- 19508
Envelope Leakage Test Results Leakage Characteristics
Regression Data-
C. n R:
CFM(50) 1316
ginnia nr Mniti Pnint Tact nata
HOUSE PRESSURE FLOW
1 50 Pa 1316 cfm
2 0 Pa 0 cfm
3 0 Pa 0 cfm
4 0 Pa 0 cfm
5 0 Pa 0 cfm
6 Pa cfm
ELA:
EgLA
ACH
SLA
72
171
4.05
03
ACH(50) ' : 405
For prescriptive projects, tested leakage must be <=7
ACH(50). For performance projects, tested leakage
must be <= the ACH(50) shown on Form R405-2014
for this project
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
2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
3 Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed,
5. Heating and cooling systems, if installed at the time of the test, Shall be turned off, and
6. Supply and return registers, if installed at the time of the test, shall be fully open
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.
t`.b kJlcurk(/
Signature:
Printed Name:
Dave Revelle
Date:
08/15/2018
Digitally siggned by Dave Revelle
Date: 2018.08.15 20.23.06 EDT
CN=Dave Revelle, O=TopBuild
Home Services, OU,
E MAI LADDR ESS=dave. revelle
@topbuild.com, C=US
Testing shall be conducted by either individuals as
defined in Section 553 993(5) or (7), Florida Statutes
or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party A
written report of the results of the test shall be signed
by the third party conducting the test and provided to
the code official.
BUILDING OFFICIAL:
DATE:
Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me win any questions.
10/25/2017 386284EFL
This certificate is presented to
Dave Revefle
for having successfully completed all requirements established by the
Residential Energy Services Network (RESNET) and as a
Certified Home Energy Rater
is authorized to issue Home Energy Ratings in accordance with RESNET guidelines.
A'T(DpBuild Home Services RTIN # 4311088 Stephen
P. Carr,
Registration # QA
Designee This form
was generated from
EFL Project Manager. Property of TopBurld Home Services N,onrc,t TA 04/
05/2019 Certification
Expires