HomeMy WebLinkAbout1201 W 7 St 17-2172 PERMIT & (A)JUL 41#
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Appfacatiola No•
Documented Construction Value: S 17 00
6'la •p°
Job Address: 1 „ 49 (l ' .- • Q'77) Historic District: Yes No [2
Parcel ID: Residential ErCommercial
lope of Work: New Z Addition Alteration Repair Demo Change of Use Move
Description of Work:
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, beaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
R.•..:c«i• hmn 4(1 7(11 C P...nit 4..nlir•arirr ' /.
Plan Review Contact Person: C -A 4(l \614: Title: j1 I
Phone:( ( p7 ^ (, 'Fag:
Property Owner Information.
Name `, 0 Phone:
d
n l - G1 C)
Qb
Street: Resident of property? 1/()
City, State Zip: 'SD i l L221 -11
Contractor Information
A\yimic1U(`II 3sc) Name Iu \— l C. Phone: a(10-1 -1p
street: A• hW Dxfrzl t - Fag:
i. City, State Zip: -VV UA 6 9 , : t. ,, State License No.:
U Architect/Engineer Information
Name: Phone:
JStreet: Fag:
City, St Zip: E-mail:
Bonding Company. Mortgage Lender:
Address: Address: ...
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WffH 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, beaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
R.•..:c«i• hmn 4(1 7(11 C P...nit 4..nlir•arirr ' /.
IB 10 &a MqukeRIMIS
t'iomdint pab COWS and
1 dmn my be res die b this PWPWY that may beaay, and that isay he a WW=a permits re ph ed halm other VWft=eUW ea fitj= gael, as waterRIMNSWWOdam, date ageaoes, or %deal agues.
Acceptance ofpwaij is v=ffi=diOR that I vvitl =tWythe owner aftbe propaty afthle requirmusms of Flaw Lien IAM FS 713.
The City of Sanford ne pia payment of a plan review fee at the time of permit L A copy of the eked contact is regahWmordermcalcolemeaplanreviewd=W and wdl be couddered the estimated oo>BIluaran Vahre of the job at the time of sohmittalTheadnalooahcwc4onmd= wM be figured based on the CUMM ICC Varian Table in effiect at the time the permit is issued, inaamdancevd& local aadinan Should calcalawd diagges steed off the =wcutcd tetra t e=eed the anal eongadion . valac' credit wM be applied do youa' p fees when the permit is issued
OWNW3 AEODAMM I e n*t that to of the is seenwaft and OW aR wwk wWketie
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ot°Ftoada Dade
is Ple =really Known to I& ,or
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Prodttoed ID Type of ID --
UAL IR It1
17
1077 v7 77t. :._ •i.. t t r:l. i.!:I t I. 1.: III 11 1 t 1/_J. '. 1../
APMOVAU: i/V1YLi.V•elL -74 --LV LiBYiii : W wL TEW
ENGIAd MWG: k--- c, 1'ZS'7
FME:
GSD r'
Ok to construct Single Family house as shown on plan.
Meets area and dimension regulations for the apQroved
goytoyl4e Gelb IMR--2 2WA' . Per Schedule J, at least one (1)
tree shall be located in the required front yard.
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7 p 1
JUL CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
AppReatioii No.
Documented Construction Value: S '7, b 00
Job Address:
x"0-111 Historic District: Yes No [!Y
Parcel ID: S -RI Own Residential Er Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: ( aiyT7 " 1 D,ti Fax: — Email: )' OVV CVV l M n\ m
Property Owner Information.
Name i`S. h Phone: .(dD—g) 2M - of 7 sa
Resident of property?
City, State Zip: 'San
Contractor Information
Name C O 1f C'r;, l - \Y1i tll (`il Phone: 3 ) c (Q 1 Q
Street: ACAA 3 u wffi SAmt Fag:
City, State Zip: VIIA State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
ArchkecUEngineer Information
Phone:
Fag:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR $AILURE TO RECORD A NOTICE OF. COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR II"ROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code
R—;—A- I—qn InI P—h 4emli-6—
In eY the Nquirenaft Ofthk pammk here may be addi600d tedriefions applicable to this pwpegy got may befimadin ** pyo reonrds of*n Gouty, and there may be addi mmd penmb regaued frons Gjhw goveroomgaldes such as waterMMISMUNIdisbrrets, staAe ages, or federal
Accep6me ofpem& is vaifiCation tht I vom notify the, owner ofthe properly ofthe requiremaafs of Fkd&Lien I&M FS 713.
The C* of &mfwd inquires payment of a plan review flee at the time of permit submittal- A copy ofthe emecnbed oomtrad is requiredinordertocHICUIBMaplanreviewchmWandwillbeconsideredtheeWmmftdcongervalueofthejobatthetimeofsvbmittaLTheacyl000*+sctioo value Will be figured based an the c;aneat ICC Vahm ion Table in eBed at the time the pem»t is issued, inaCotdaacewithlocal'aadimno Should cited charges figured off the executed c=eed the acx l moncreditwillbeVoiedtoyourPermitfoeswhenthepermitisissue
s fC04W tbAt22 Of the hweBO69 &&Irmadou is aoemcnabe and to an wol* WMbedomein =mpftmwM an qppfiMMe laws regul&&g =d
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Owned
d
a lisP= KnowntoMe or
Type ofID
afis
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aV
CmUm6oadAgeat is _,/Peasowny Known to Mie or
Produced ID Type of ID --
Bader[] Mectric9n Mebane g[] Pb mbiago Gasp Roof[]
OmuUte:—MwdZAmc
TOW Sq FtFt Of W. Uoenpancy Lmd: # of Sfortes:
New • -#ofAmp nmblft-#of YnImm
fte SMUMw Pmdt Yes No # of Heads DaneAk m Pwmit-. Yes[] No[]
A]PPR®`TAU: ZOOM NCr.. U'fA.IM: WAM WATER; .
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uwUPA-TMOM pmt
BATCANS MG: FM-. BUHMING:
PAMft iMUWlAn
REQUIRED INSPECTIONION SEQUENCE
IBP# i -1 - 1—n 7— Address: i z, w . Z'` ST
BUILDING (PERMIT
min Max ._ Ins ectionn Descri tion Ins ection Descri ti®nn
Footer / Setback Electric Underground
Stemwall Footer / Slab Steel Bond
Foundation / Form Board Survey
o Slab / Mono Slab Prepour
Z Lintel / Tie Beam / Fill / Down Cell Pre -Power Final
y
Sheathing — Walls Electric Final
Sheathing — Roof
Ho Roof Dry In
So Frame
Insulation Rough In
Firewall Screw Pattern
10 Drywall / Sheetrock
Lath Inspection
Final Solar .
Final Firewall
k So r e Final Roof
Final Stucco / Siding
7o Jvo Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
p Final Single Family Residence .
Final Building (Other)
DEVISED: June 2014
ELECTRI CAL ;1P.EIRMIT
Min Max Ins ection Descri ti®nn
Electric Underground
i o Footer / Slab Steel Bond
Lo Electric Rough
T.U.G.
Pre -Power Final
y
Jov Electric Final
a ++r!P.wG ir - x +- • - ....z.-µ} y.
tri Min Max Ina ectionn Descrn ti®
n Plumbing
Underground p 1 OU0 Plumbing
Sewer 7-0 Plumbing Tub
Set I cW Plumbing
Final WCHAN I CAL;:
PERMIT, Min Max Insipection
Description p Mechanical
Rough am) Mechanical
Final min I
Max Gas
Unde Gas
Roug Gas
I2,z O
City of Sanford
Building and Fire Prevention Division
300 N. Park Ave
Sanford, FL 32772
2017 Residential Permit Fee Calculation Form
Effective February 2017 - August 2017
BP# 17-2172
1201 W 7th Street
Type of Construction: VB
SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 1280 square feet
SQUARE FOOTAGE OF GARAGE ONLY: 0 square feet
SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1280 square feet
Dollar Valuation of Work: 1489672.00
State Fee: 46.55°
Permit Fee 19080.70
Application Fee: 25.00
Plan Review Fee: 446.02
Total Building Permit Fees: 1,598.27
Plumbing Fixture Calculation
17-2172
1201 W 7th Street
Bath Tubs 1 Sinks 1
Drinking Fountain Solar Piping
Disposal 1 Soda Fountain
Dishwasher 1 Urinals
Floor Drain Vacuum Breakers 1
Sewer Connection 1 Washing Machines 1
Ice Maker 1 Water Closets 2
Laundry Tubs Water Heaters 1
Lavatories 2 Water Piping 1
Pool Piping Water Softener
Showers 1
Total Plumbing Fixtures - 1s
Revision -0`
Response to Comme t €
AUG 2 4.
Permit #
r'_ 1 7 Submittal Date
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Email:
Trades encompassed in revision: General description of revision:
Building.
Plumbing
Electrical
Mechanical
L-ife Safety
Waste Water
ROUTING INFORMATION
ApprovalsDepartment
Utilities
Waste Water
Planning
Engineering
Fire Prevention
11 Building
ROUTING INFORMATION
Approvals
CITY 0V
NFORD
FIRE DEPARTMENT
Application Number: 17-2172
Project Description: New SFR
Job Address: 1201 W 7"' Street
Building & Fire Prevention Division,
PLAN REVIEW COMMENTS
Date: 08/21/2017
Contact Name: Glen Holt
Contact Email: holtaluminum(&aol.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references• to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested Permit submittals will not be accepted without two copies.
COMMENTS:
1. The design statement on Sheet 3 of the plans specifies the ultimate wind speed (Vult) to be 135mph. The City of Sanford is located
in the 139mph Vult wind speed area. Please revise the design statement.
FBC 107
2. Please submit two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220, indicating the required
minimum service size.
FBC 107, Submittal Guidelines
3. Please revise the plumbing riser on the plans: The branch line to the Washing Machine is required to be minimum 3 inches and the
trap is required to be 2 inches.
FBC 107, FBC P406.2
4. Please revise the plumbing riser on the plans: The vent (VTR) for the Washing Machine is required to be minimum 2 -inches.
FBC 107, FBCR P3109.4
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
o PLANNING'AND DEVELOPMENT SERVICE$ DEPARTMENT
WWW.SANFGRDFL.GOV
July 25, 2017
MAILING -ADDRESS Glen Holt
CITY OF SANFORD
1044 Williams StreetPOSTOFFICEBOX1788
SANFORD, FLORIDA 32772-1788 Fruitland Park; Florida 34731
RE: Variance request to the requirement for a carport or garage on a single. family
PHYSICAL ADDRESS residence aS well as ;lot area requirements within the,M;R4. Multiple Family6TYHALL
300NORrNORTH Residential zoning district at 1201 W. 7"' Street.
SANFORD, FLORIDA 32771-1244 Tax Parcel Number€ 25-19-30-5AI-0915-0060.
Dear Mr, Holt:
TELEPHONE'
407.698.5140 On July .18, 2017, the Administrative Official, pursuant a recommendation made by the
FACSIMILE Development Review Team, approved 'a request to eliminate the, requi `ement for a
407:688.5141 carport or garage on a single family residence gas well as reduce lot area requirements
within the MR -2, Multiple Family Residential , zoning district at 1201 W. 7" Street
Subject to the following conditions:
CITY COMMISSION 1. A minimum 9' driveway meeting the; requirements of Schedule. ,N shall be
JEFFTRIPLETt extended to the property and a driveway permit must be obtained.
MAYOR 2. Improved parking for two, vehicles must. be provided on-site.
ARr WooDRUFF' Be on notice that appeals of the .above decision may be: made to the City Commission byDISTRICT1an .Person, aggrieved or by tiny officer, board oragency of the Ci tyincludin the City
DR. VELMA H. WILLIAMS Commission within thirty (3'0) calendar days of the Administrative Official's action. The
DISTRICT applicant shall be required to withhold all action on the property until the 31st day past
PATRidKAusrIN the date noted above.,
DIs ikict 3
If you have any questions,, please do not hesitate to call this office:
PATTY MAHANY
DIsTRicT 4 Respectfully,.
CITYI OF SANFORD
CITY MANAGER
NORTON N,. BONAPARTE,,JR,
Eileen Hinson AICP
Development Services Manager
EH/jg
T:\Development Review\l I=DRT-Agenda-CoverMemoALegal Ads & Letters\2017\1201 W. 701 Street - Variance.doc
Glc 91
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Glen Holt Firm: Holt Aluminum
Address: 4044 Williams Street
City: Fruitland Park State: FL Zip Code: 34731
Phone: 352.267.6395 Fax: Email: holtaluminum@aol.com
Property Address: 1201 W. 7th Street
Property Owner: Marie Ware
Parcel identification Number: 25-19-30-5A1-0915-0060
Phone Number: 407.330.9032 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)
a :
IIS t:7 Il,l nli ^€
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u;
x _<®Ir FFICIAL USE®:NLY y„
Flood Zone: X Base Flood Elevation: NSA Datum: NSA
FIRM Panel Number: 120294 0070 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
UK The parcel is not in the: FM -I floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is:
BP# 17-2172
Reviewed by: Michael Cash, CFM Date: July 25, 2017
A
Application forPaved rive a, SJdewalk ®r
Walkway Includung Right -of -Way Use &
Landscaping in Righti--of-Way
Departrnent of Planning & DevelopmenfServices
300 North, Park Aviaridb,4V .Florida,32771
Plibine: 407.688.5140-
Zd
688,5141
This, permitauthorizes work to be done on the subjectproperty or in the City of Sartfokfs right -way in accordance with the
City's regulations and the attached, construction plans proved as qf-this pefmiL The permit is..req6ire9npns.a.p d for driveway or
sidewalk Construction over 100rsquare feetof concrete or other. material on the subject parcel and / or any construction -`of,a
driveway,: waftmayorlandscapeimprove
I
ents within the city, right-of-w4y. It does not approve any work within any other
jurisdiction's right -6f -way'. All requested information below as well as:a current su "identifying the K..,.bit%beloiv. rvey,,site, plan, or plat, clearly
size, and location of existing right—of-way and u :id. Call I iforeyo,6dlg. use be provided or,application could be dblayL
1 LRLRDTJ1. Project LocationfAddress: k(3QJ We<,4 -+YVt-4pop+
7-
2, Proposed Activity::, 12 Driveway FJ Wqlkway n Other.
3. -Schedule of Work-- Start l3n V)ry Q.J X M Completion Date oMenti-M F] Emergency Repairs
4. Brief Des6fiptiofi,df Work: -Oddi mi a a tai' POLL -3 6!GConca I&Y
Maintenance Rdgl)bnsibilitieslind6mnification
To the, fullest extent permitted by law,
I
R6questoragrees to defend'. indemnify,and hold harmless the City, its councilpersqnsageints.,servants. orernploy-
ees (appointed; elected, or hired) from andagainst apyand all liabilities, claims, penalties. derniands.,suit§ judgments, losses; expenses, dirnages (dir6ct,
indirect or consequential), or injuryofany nature whatsoever property, .tsoever to,person or pperty, a
I
ndthe costs anti expenses incident thereto (includirig:costs of
defense, settlement, and reasonable,attorneyi-, fees up tp,and including' app
I
pl). resulting in any fashion1romor-arising direptly,or indirectly out of. or
connected with the use of the City's right-of-way.,,
I have read and understand tbe-above statement and by signing this application I agree to its tprrns.
Signature: Date: UV go, -&(D 177
This perrnit shall beposted on the she during 0onstruldfion.
Please calf 407.688.5080;24 hours in advance to schedule.a pre -pour inspection;
Pwour Inspection by: Date:
Official Use .Only
Apptication.No: Fee: Date:
Reviewed:'
Public Works Date:
Date:
Approved:
Engineering Date:
Sde.Inspect6d by: Date:
Special Perm it.Condftion*:
S -;.PA Parcel View: 25-19-30-5AI-0915-0060
arta Joh mn, crA
SErA.
Parcel Information
http://parceldetail.scpafl.org/ParcelDetaiUnfo.aspx?PID=2519305AI0 ..
Property Record Card
Parcel: 25-19-30-5AI-0915-0060
Owner: WARE MARIE
Property Address: 1201 W 7TH ST SANFORD, FL 32771-1715
Value Summary
Parcel 25-19-30-5AI-0915-0060
Owner I WARE MARIE
Property Address 1201 W 7TH ST SANFORD, FL 32771-1715
Mailing 1201 W 7TH ST SANFORD, FL 32771-1715
Subdivision Name SEMINOLE PARK
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions 00-HOMESTEAD(1994)
Tax Amount without SOH: $17.67
IS
s 2016 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $17.67
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS
Legal Description
E 27 FT OF LOT 5 & ALL LOT 6
BLK 9 TR 15
SEMINOLE PARK
PB 2 PG 75
Taxes
Taxing Authority
2017 Working 2016 Certified
I Taxable Value
Values Values
Valuation Method CosttMarket Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 15,221 14,528
Depreciated EXFT Value
0
City Sanford
Land Value (Market) 12,137 12,137
Land Value Ag
25,413 - 25,413
JusUMarketValue" 27,358 26,665
Portability Adj
Save Our Homes Adj 1,945 1 $1,775
Amendment 1 Adj
P&G Adj 0 i $0
Assessed Value 25,413 24,890
Tax Amount without SOH: $17.67
IS
s 2016 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $17.67
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS
Legal Description
E 27 FT OF LOT 5 & ALL LOT 6
BLK 9 TR 15
SEMINOLE PARK
PB 2 PG 75
Taxes
Taxing Authority I Assessment Value I Exempt Values
Land Value
I Taxable Value
12,137
County Bonds 25,413 j 25,413 0
County General Fund 25,4131 25,413 0
Schools 25,413 25,413 0
City Sanford 25,413 25,413 0
SJWM(Saint Johns Water Management) 25,413 - 25,413 o_
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
IFihd to'mparvible ` iWs {
Land — ---- - - -
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH 75.00 125.00 0 $174.00 12,137
Building Information
Is Bed/Bath count incorrect. Click Here.
1 of 2 4/12/2017 5:19 PM
SCPA Parcel View: 25-19-30-5AI-0915-0060 http://parceldetail.scpafl.or&TarcelDeWUnfo.aspx?PID=2519305AI0...
Description
J
Year BuiltIActual/Effective Fixtures Bed Bath Base Area I Total SF Living SF I Ext Wall Adj Value Repl Value Appendages
1 j SINGLE 1929 3 2 1_0 912 1,072 1,072 I CONC 15,221: $38,052 , Descn area
FAMILY BLOCK
ENCLOSED
PORCH 160.00
FINISHED _
2 of 2 4/12/2017 5:19 PM
Bland, Annette.
From: Forte, Jami <JForte@seminolecountyfl.gov>
Sent: Wednesday, September 06, 2017 11:28 AM
To: Bland, Annette; Blanton, Deborah; Johnson, JoAnn
Subject: City BP 17-2170 for 1010 Willow Ave SFR demo/rebuild
Importance: High
Good morning,
This is to advise that there will not be any new Seminole County road impact fees for City BP 17-21 70for
1010 Willow Ave, single family residential rebuild. Please let me know if you have any questions.
Please note: Impact Fee applications require 5 to 7 business days to process, once a complete application is submitted. In order
to avoid having your project delayed, please submit applications as early as possible
in the development process.
Best Regards,
Ta4n,(,
Jami Forte / Program Coordinator / Impact Fees & Concurrency
Seminole County P&D / Business office l Building Div.
1101 East First Street / Sanford, FL 32771 / 407-665-7356 / iforte@seminolecountvfl.gov
l
We are paperless! Please submit electronically @ http://www.seminolecountyfl.ciov/departments-
services/development-services/
Please take a moment & share your thoughts through our Customer Service
Survey: http://0pl)s.seminolecountyfl.govlcros application placeholder.aspx?paqe=CMSForm&formid=55
Florida has a very broad Public Records Law. Virtually all written communications to or from State and
Local Officials and employees are public records available to the public and media upon, request. Seminole
County policy does not differentiate between personal and business emails. E-mail sent on the County system
will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State
Law.****
1
m
FORM R405-2014
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
PROJECT
Title: Holt Aluminum - 1201 W 7th Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1200 Lot #
Owner: Glen Holt Aluminum, LLC. Total Stories: 1 Block/SubDivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: Glen Holt Aluminum, LLC. Rotate Angle: 0 Street: 1201 W 7th Street
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL, 32771
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Apopka FL_ORLANDO_SANFOR 2 38 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Entire House 1200 9600
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Livingroom 258 2064 No 0 1 Yes Yes Yes
2 Laundry 41 330 No 0 1 No Yes Yes
3 Master 167 1336 No 2 1 1 Yes Yes Yes
4 M Bath 78 624 No 0 1 Yes Yes Yes
5 Bath 61 484 No 0 1 No Yes Yes
6 Bedroom 2 136 1088 No 1 1 1 Yes Yes Yes
7 Bedroom 3 151 1208 No 1 1 1 Yes Yes Yes
8 Hall 27 216 No 0 1 No Yes Yes
9 Dining -Kitchen 281 2248 Yes 0 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 Livingroom 36 ft 259.7 ft' 0 1 0
2 Slab -On -Grade Edge Insulatio Laundry 1 ft 41.3 ft' 0 1 0
3 Slab -On -Grade Edge Insulatio Master 13 ft 166.5 ft' 0 1 0
4 Slab -On -Grade Edge Insulatio M Bath 19 ft 78 ft' 0 1 0
5 Slab -On -Grade Edge Insulatio Bath 1 ft 60.5 ft' 0 1 0
6 Slab -On -Grade Edge Insulatio Bedroom 2 13 it 136 ft' 0 1 0
7 Slab -On -Grade Edge Insulatio Bedroom 3 25 ft 150.5 ft' N 0 1 0
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
8 Slab -On -Grade Edge Insulatio Hall 1 ft 27 ft2 0 1 0
9 Slab -On -Grade Edge Insulatio Dining -Kitchen 34 ft 280.5 ft2 0 1 0
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1342 ft2 300 ft2 Medium 0.85 No 0.9 No 0 26.6
ATTIC
V Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1200 ft2 N
CEILING
Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Livingroom 30 Blown 258 ft2 0.1 Wood
2 Under Attic (Vented) Laundry 30 Blown 41 ft2 0.1 Wood
3 Under Attic (Vented) Master 30 Blown 167 ft2 0.1 Wood
4 Under Attic (Vented) M Bath 30 Blown 78 ft2 0.1 Wood
5 Under Attic (Vented) Bath 30 Blown 61 ft2 0.1 Wood
6 Under Attic (Vented) Bedroom 2 30 Blown 136 ft2 0.1 Wood
7 Under Attic (Vented) Bedroom 3 30 Blown 151 ft2 0.1 Wood
8 Under Attic (Vented) Hall 30 Blown 27 ft2 0.1 Wood
9 Under Attic (Vented) Dining -Kitchen 30 Blown 281 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Belo wSpace10WallType
1 N Exterior Concrete Block - Int InsuLivingroom 4 19 0 8 0 152.0 ft2 0 0 0.1 0
2 E Exterior Concrete Block - Int InsuLivingroom 4 17 0 8 0 136.0 ft2 0 0 0.1 0
3 S Exterior Concrete Block - Int Insul Master 4 13 0 8 0 104.0 ft2 0 0 0.1 0
4 S Exterior Concrete Block - Int Insul M Bath 4 6 0 8 0 48.0 ft2 0 0 0.1 0
5 W Exterior Concrete Block - Int Insul M Bath 4 13 0 8 0 104.0 ft2 0 0.1 0
6 W Exterior Concrete Block - Int InsuBedroom 2 4 13 0 8 0 104.0 ft2 0 0 0.1 0
7 N Exterior Concrete Block - Int InsuBedroom 3 4 11 0 8 0 88.0 ft2 0 0 0.1 0
8 W Exterior Concrete Block - Int InsuBedroom 3 4 14 0 8 0 112.0 ft2 0 0 0.1 0
9 E Exterior Concrete Block - Int InsQining-Kitche 4 23 0 8 0 184.0 ft2 0 0 0.1 0
10 S Exterior Concrete Block - Int Ins0ining-Kitche 4 11 0 8 0 88.0 ft2 0 0 0.1 0
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
DOORS
Omt Door Type Space Storms U -Value Width
Ft In
Height
Ft In
Area
1 N Insulated Livingroom None .6 3
WINDOWS
Orientation shown is the entered, Proposed orientation.
7 21 ft2
V #
Wall
Omt ID Frame Panes NFRC
Overhang
U -Factor SHGC Area Depth Separation Int Shade Screening
1
2
3
4
5
6
7
N 1 Vinyl
E 2 Vinyl
S 3 Vinyl
W 5 Vinyl
W 6 Vinyl
N 7 Vinyl
S 10 Vinyl
Low -E Double No
Low -E Double No
Low -E Double No
Low -E Double No
Low -E Double No
Low -E Double No
Low -E Double No
0.55 0.7 30.0 ft2 6 ft 0 in 1 ft 0 in
0.47 0.31 14.6 ft2 1 ft 4 in 1 ft 0 in
0.47 0.31 15.0 ft2 1 ft 4 in 1 ft 0 in
0.47 0.31 6.0 ft2 1 ft 4 in 1 ft 0 in
0.47 0.31 14.6 ft2 1 ft 4 in 1 ft 0 in
0.47 0.31 30.0 ft2 1 ft 4 in 1 ft 0 in
0.47 0.31 35.0 ft2 1 ft 4 in 1 ft 0 in
Drapes/blinds
Drapesiblinds
Drapestblinds
Drapes/blinds
Drapes/blinds
Draper./blinds
Drapestblinds
Interior 5 ,
Interior 5
Interior 5
Interior 5
Interior 5
Interior 5
Interior 5
Scope Method SLA
INFILTRATION
CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000254 799.8 43.91 82.58 .1855 5
HEATING SYSTEM
System -.Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:9 24 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 24 'kBtu/hr cfrn 0.7 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Laundry 0.96 40 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 ft2
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
I
FORM R405-2014
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
DUCTS
Supply — Return— Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 211 ft2 Attic 78 ft= Default Leakage Livingroom DefauR) (Default) 1 1
TEMPERATURES
Programable Thermostat: N Ceiling Fans:
CoolingJan Feb Mar Apr Ma Jun Jul Au Se OctNov Dec
HeatinJan Feb Mar APr f May Jun Jul IXI Aug SeP Oct XNov Dec
Ventin Jan Feb Mar X A r [ Ma Jun Jul Au Se X Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 68 68
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
Project Summary
Job: Glen HoltAlurninwn
IAB I rro1 • / Date: 7/10/2017
Entire House By. Nick
RaptureAir, Inc.
P.O. Box 1326, Mout Dora, F1 32756-1326 Phong:352-735-6611 Fax:352-589-5621 Lkerise:CA0057807
lea
we
ry
For. Glen HoltAluminum, LLC.
1201 W 7th Street, Sanford, FI 32771
Notes: Glen HoltAluminum, LLC.
1201 W 7th Street
Sanford, Fl. 32771
q '' E °Desi ' nInforrnation° mt;
Weather. Orlando, FL, US
Winter Design Conditions
Outside db 42 °F
Inside db 68 `F
Design TD 26 °F
Heating Summary
Structure 12298 Btuh
Duds 2445 Btuh
Central vent (0 dm) 0 Btuh
none)
Daily range
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 14743 Btuh
Infiltration
Method Simplified
Construction quality Average
0Fireplaces
1.9 ton
Cooling Equipment Summary
He ai Co in
Area
1ol'
200200
Volume (ftp 9600 9600
Air changes/hour 0.45 023
Equiv AVF (ctm) 72 37
Heating Equipment Summary
Make Rheem
in H2O
Trade RHEEM
Model RP1524AJ1NA
0.84
AHRI ref 7509020
Capacity balance point= 32 'F
Summer Design Conditions
Outside 93 0
bdb 74 °F
Design TD 19 °F
Daily range M
Relative humidity 50 %
Moisture difference 46 grAb
Sensible Cooling Equipment Load Sizing
StructureLure 11883 Btuh
Duds 4213 Btuh
Central vent (0 cfm) 0 Btuh
none)
658 Btuh
Central vent (0 ctm)
Blower 0 Btuh
Use manufacturer's data n
Rate/swing multiplier 0.98
15774 BtuhEquipmentsensibleload
Latent Cooling Equipment Load Sizing
Structure 2342 Btuh
Duds 658 Btuh
Central vent (0 ctm) 0 Btuh
none)
Temperature rise
Equipment latent load 3000 Btuh
Equipment total load 18774 Btuh
Req. total capacity at 0.70 SHR 1.9 ton
Cooling Equipment Summary
Make Rheem
clm
Trade RHEEM
0.054 dm/Btuh
Cond RP1524AJ1NA
0.050
Coil RH1T2417STANJA
Static pressure
AHRI ref 7509020
Static pressure
Efficiency 9 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 16800 Btuh
Heating output 22200 Btuh @ 47°F Latent cooling 7200 Btuh
Temperature rise 25 *F Total cooling 24000 Btuh
Actual airflow 800 cfm Actual airflow 800 clm
Air flow factor 0.054 dm/Btuh Air flow factor 0.050 dm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.84
Capacity balance point= 32 'F
Backup:
Input = 7 kW, Output =23235 Btuh, 100 AFUE
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
WE
2017-Ai-1019:1003
J '• Mgtt-Srite® tJri.rsa1201717.021 RSLM242 Page 1
ACC34 ...Atrrrinm-1201 W7th StSartord7-10-2017Ap Calc =MJB Frort Door faces: N
rtiglat Right -JO Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mout Dora, Fl 32756-1326 Phi)ne:352-7356611 Fax 352-589-5621 Licerm:CAC057807
Job. Glen Holt AlurrdnLffn
Dato: 711012017
By, Nick
1 Room name
2051
7661
Entire House
5281
Wrigroom
2 EVosed v4dl
0 0
140.0 ft
0
13
36.0 ft
6W
3 Room height
1138 4
8.0 ft
920
d
ApplianamAother
80 ft heatAbool
4 Room dimensions
0
Subtotal (lines 6 to 13) 12298
1.0 x 259.8 ft
5 Room area
3369 3391
Less extental load
1200.0 W
a 0
259.8 fF
0
TY Construction U -value Or HTM Area (11F)
0
Load Area (W)
0
Load
0
Redistribution
number fthftl-*F)
0
or Mrimeter fQ Bluh)
6
or perimeter 11) Btuh)
12298 11883 3371
Heat cool Gross
Ductloads
N/PIS Heat cool
4213
Gross N/P/S Heat cool
6
1204
Total room load
n,
147431 16096
0
1
9 1
367
4601
471 1 t2 b11 376
8001
4A5
4
2ov':-,
219
0.4 0 n 1 26003 300 0 0 0 0
4A5-2ov 0.470
2
lZ88 0 367 30 0 367 3W
11 10, 0.660 n, 15.60 19.32 2 21 W 21 21 328 406
11 t"13A-4ocs 0.143 e 3.72 3.00 320 305 1136 917 136 121 451 365
4A52ov 047 a 12.22 31.38 15 0 178 458 15 0 178 458
0143 1-9-0- 166
4A5 2ov r' 0.470 15 A o `0 0
s 13.09: 35 36 428 0
13A40CS
0.476
0.143 w 3.72 300 320 299 1113 899 0 0 0 0
4A5-2ov 0.470 w 12.22 3130 6 0 73 188 0 0 0 0
4A5-2ov 0.470 w 12.22 31.38 15 0 178 458 0 0 0
0 032 78 1200 200 463
1: A -W 0989, 2571 000. 1200, 140. 36001 0, 260, 36, 926
F
g
j
6 r4 AED ex iumori 0 -107
Emdop. 10246i 79361 1 28411 2274
121
a) h0ration 2051
7661 5281
197
b) Room ventilation 0 0 0 0
13 Interrial gairm 0—pants@ 230 6W1138 4 920
ApplianamAother DO 0
Subtotal (lines 6 to 13) 12298 11883 3369 3391
Less extental load a 0 0 0
Lesstransfer 0 0 0 0
Redistribution 0 0 3 6
14 Subtotal 12298 11883 3371 3397
151 Ductloads 20O/b 35% 2445 4213 200/61 35%1 670 1204
Total room load 147431 16096 1 40421 4601
Air required (clim) 800 8001 219 229
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017-JLI-10 19:10:03
6-- Righl-SUWO Uri%ersal 2017 17.0.21 RSU08242 Page 1
AltrNmrn -1201 W 7th St Sarford 7-10-2017,nip Calc = lAJ8 Frort Door faces: N
migh, tMft- Right -M Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mout Dora, R 32756-1326 Phons:352-7356611 Fax 352-58&5621 Licerse:GAGO57807
Job: Glen Holt Aluminum
Date: 711012017
By. Nick
1 Room name Laundry Luster
2 EVosed well 0 It 13.0 It
3 Room height 8.0 ft heabbA 8.0 ft heaVood
4 Room dimensiorr. 5.5 x 7.5 ft 1.0 x 166.5 It
5 Room area 41.3 fe 166.5 fF
88
TY Construction
number I U-walue
BUiffikF)
Or HTM
ERuW
Area (W)
or perimeter (M
Load
Bfmh)
Area (fF)
or perimeter (ft)
Load
Btuh)
Heat cool Gr. I NIPS Heat I Cod Gro. I NIPS Heat I cool
AppliarambOw
10 1. A6 n,
6 W 13A-4ocs 0-1,0 n! 3.72 3.00 U U
71
b) Room ventilation
0.470 J:12. 88 0'
0
0
0
13 Intemal gairm Oa)-jpants@ 230
445 2ov`- C :4 0
01
88 0 I P, ... ... W., 0 0
0
AppliarambOw
10 1. A6 n,
600
19.32..-' 0 0
0
I' t—G
13A -flocs 6.143 e 3.72 3.00 0 0 0
803
Less extemal load
4A52av OA70 e 12.22 31.38 0 0 0
0
Lesstransfer
A143 S -.
0 0
Redistribution
4AS 2av 0.470 r 1-1222 A 0 0-
0
14 Subbtal
6.06
664
0 0 0
803
1151 Ductloads
13A4ocs
350%
0-143 w 3.72 3.00 0 0 0
285
Total room load
4A5-2cyv 0A70 w 1222 31.30 0 0 0
1088
Air required (dm)
4A5-2ov 0 47 w 1222 31.38 a 0 0
54
16. I 4141 34
F 22A -W 0989 25.71 0.00 41 0 0
j ..
6 c) AED ex 2osion -21 -25
Enyelope loss(gan 34 M 9871 732
12 a) Infilba on 00 1901
71
b) Room ventilation 0 0 1 0 0
13 Intemal gairm Oa)-jpants@ 230 0 01 0 0
AppliarambOw 600 0
Subtotal Qines6lo 13) 34 653 1177 803
Less extemal load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution 5 11 0 0
14 Subbtal 39 664 1177 803
1151 Ductloads 1 20% 350% 8235 20%1 35% 1 234 285
Total room load 47, 899, 1412 1088
Air required (dm) 3 451 77 54
Calculations approved by ACCA to meet all requirements of Manual J ft Ed.
2017 -Ad -10 19-10.03
Right-SLAvO Udversal 201717A21 RSL)08242 Page 2
14550K - NuTimirn -1201 W 7th St Sarford 7-10-2017ftp Calc = MJ8 Frort Door laces: N
7—
Right-J@ Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Wurt Dora, R 32756-1326 Phone: 352-735-6611 Fax 352-589-5621 Licerise:CAG057807
Job. Glen Holt Aluminum
Date: 711012017
By: Nick
1 Room name
a 1222 31.38 0
MBath
0
Bat
0 0
2 Exposed v"
6.10 s,
19.0 ft
48
0 ft
Q78 144
3 Room height
0
4A5-2ov -
8.0 ft heaUbool 8.0 ft heaVood
Q
4 Room dimensions
0 o 0 0
6.0 x 13.0 ft
0.76
5.5 x 11.0 ft
5 Room area
O
78.0 fF
00
0
60.5 fF
0-143 w 3.72
TY Construction
number
98
U-Ndue
Btuhfit'L*9
Or HTM
Btuftft)
Area (W)
or perimeter fl)
Load
Btuh)
4A5 -20v
Area (T)
or perimeter (to
w
Load
Bluh)
31.30 6 0 73 188 0 0
Heat God Gross N/Pr, Heat Cod
31.38
C,ross NPS
0
Heat Coot
0
6
11 11,V
4A&26V
jo
13A-0as
Redistribution
0 43
470
70
0.143
65
n-
a
11 --
j 3
N15.60
3.72
I— "-'-
32
3.00
o
0
0
I -
0
0
I 6
0
A
0
0
b
a
A
0
b
0
0
0
d
0
0
6 .
0
0
0
0
f
0
A
0
4A5 -20V 0.470 a 1222 31.38 0 0 0 0 0 0 0 0
6.10 s, 3 do 48 48 Q78 144 0 0
0
4A5-2ov - 0.470
0
88 0 Q
0
0 o 0 0
0.76 AD io O 0 00
0
13AAocs 0-143 w 3.72 3.00 104 98 364 294 0
50
0 0
4A5 -20v 0.470 w 1222 31.30 6 0 73 188 0 0 0 0
4A5 -20V 0.470 w 1222 31.38 0 0 0 0 0 0 01 0
Redistribution
0334 01
139 6
5
0,
11
A-" n QAQ1 2571 000 78. 19. 489, 0. 61. 0. 0. 0
71
6, c) AED excursion 74 -3
I Envelope lossbai. 1170 8391 so 105
121
a) tfflt-Aon 278 1041 01 0
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupants@ 230 0 0 0 0
AppliancesAother 0 0
Subtotal (lines6 to 13) 1448 943 50 105
Less external load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution
033401
5 11
14 SubkAW 1448 1 943 55 115
15 Ductloads 20% 35% 288 20-/.t 35% 1 11 41
Total room load 1736 12771 1 1 67 156
Air required (cfm) 941 63 41 8
Calculations approved byACCA to meet all requirements of Manual J ft Ed.
AV -wrilz0,ts2017-A-10 1910103orrMght-SLitegUrtwrsal201717.0.21RS1108242 Page 3
Alurninum -1201 W 7th St Saribrd 7-10-2017.rup Calc = MJ8 Front Door faoes: N
Right -M Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mout Dora, R 32756-1326 Phone: 352-735-6611 Fax 352-58&5621 License: CA0057807
Job: Glen HoltAlLintintim
Date: 711012017
By. Nick
1 Room name
190
Bedroom 2 Bedroom 3
3661
2 Exposed Ywall
b) Room ventilation
13.0 ft
0
25.0 ft
0
3 Room height
13 Internal gains 0—pants @ 230 1
8.0 ft heatficool
230
8.0 ft
1
heaV000l
4 Room dimensions.
AppliancesAother
1.0 x 136.0 ft
0
1.0 X 150.5 ft
5 Room area
Subtotal (lines 6 to 13)
136.0 fF
1149 1472
150.5 fl?
2133
TY Construction
number
U-Ndue
BktgF-*F)
Or HTM
Bbi
Area (W)
or perimeter fl)
0
Load
Bbih)
Area (fF)
or perimeter ft)
Load
Btuh)
Lesstranstar 0
Heat Cod Grow N/Pr. Heat Cod G. N/P/S Heat Cod
613A
1 1
G
W
4as
4A5 2ov
4A5 lav
11jo'
13A -flocs
143
C-1 470
0470
0.600
0.143
n"
n
n.
a
3.72
12
A5 .60
3.72
300;."
288
3.00
14
0
0:'
0
0
0
0
0
A
0
0
0
0
A
0
0
30
0
0
0
1483
0
0
0
367
0
2137
0
1494
L—G 4A5-2ov
13A flocs ,
4A5 2ov
13A4ocs
0.470
143
0 470
0-143
a
w
1222
3.1
12-22
1222
3.72
31.38
09
3.00
526
0
0
o
104
20%1
0
o
89
425
0
6
0
332
01
q
0
ID
269
0
b
i'12
0
0
0
112
I
0
0
416
13831
0
0
336
2009
4AS-2ov
4A5-2ov
16
0.470
0.470
w
w
12.22
1222
0.83
31.30
31.38
0
15
136
0
0
I
a
178
I
0
458
0
0
0
0
139
0
0
101
0
0
A@
F 22A -ti 0.989 25.71 0.00 136 13 334 0 151
7
25 643 0
6 c) AED exiairsion 203 -47
Envelope losstain 958 11711 1767 ills
121 a) Infiltration 190 711 3661
137
b) Room ventilation 0 0 0 0
13 Internal gains 0—pants @ 230 1 230 1 230
AppliancesAother 0 0
Subtotal (lines 6 to 13) 1149 1472 2133 1485
Less exlemal load 0 0 0 a
Lesstranstar 0 0 0 0
Redistribution 5 11 4 9
14 Subtotal 1154 1483 2137 1494
15 Ductloads I 20O/ol
350/
1
229 526 20%1 35%1 425 530
Total room load I 1 13831 2009 1 25621 2024
Air required (dm) 75 100 139 101
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
2017-JU-10 19:10.03A&
RigttSdte0 Lhiversal 2017 17.021 RSLI08242 Page 4
Aplah – Alun-irun-120IW7thSiSarford7-10-2017fiV Calc=MJB Frort Door faces: N
r- -
Right -M Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mout Dora, Fl 32756-1326 Phone: 352-735-6611 Fax 352-589-5621 License: CA0057807
Job. Glen Holt Alun-iinurn
Date: 711012017
By. Nick
1 Room name
00
Hall
4981
Dining-KAten
1860
2 EVosed va
0 0
0 ft
0
34.0 ft
3 Room hekffl
0
8.0 ft heattool 8.0 ft heatbool
4 Room dimensions
0
9.0 x 3.0 ft 1.0 x 280.5 ft
SubboW Oines6 ID 13)
5 Room area
22 471
27.0 fl?
2915
280.5 fl?
Less exlemal load
TY Construclion
0
U -%due Or HTM
0
Area (fl?)
0
Load Area (W)
0
Load
0
number
0
BtuhF-*F)
0
BtuW
Redistribution
or penmelar M
22
I or perimeter (fl) Btuh)
0 0
14 Subtotal
Heat cool Gross NIPS Heat cool Gross WiS Heat cool
6 W" b 1 0143 n
0 20%, 35%1 5801058
11Total room load
J. b
0
4A5 2ov1222
34941
01470
4042
4ir required (clm)
0
0 01
0 0 0
4 -2ov - A5 1222 2 0 0 0 A v -0 0 01
lix 66 b
6.1421
n 5.66 9.i2 0 0 0 0 0
I ir---.-G
13A -4o
I
c s e' 3.72 3.00 0 0 0 0 184 184 684 553
4A5 -20V 0.470 a 12.22 31.38 0 0 a 0 0 0 0
143 s, 3.72 0 0 63 71 97 159
4A5 2w -: 470 12.88 0 0: 0 6 0 0 09
0 .470 M 113b9 D O 0 5 O A2 A
13A4ocs 0-143 w 3-72 300 0 0 0 0 0 0
4A5-2ov 0.470 w 1222 31.30 0 0 0 0 0 0 0 0
4A5-2ov, 0.470 w 1222 31.38 0 0 0 0 0 0 0 0
16_ 0.93 0.83 i.76 27 Z7 22 48 281 281 233 500
0-9891 25 710P.PPI 271_ 9V o 281 874. 0
7
7:
6, c) AED ex usion -72
1 FWq. I..Wg.. T— 221 471 1 i 24171 1598
121
a) Inlilba on 00 4981 1860b) Room ventilation 0 0 1 0
13 Internal gains: Oocupants @ 230 0 01 0 0
ApplianceskAt" 0 1200
SubboW Oines6 ID 13) 22 471 2915 2984
Less exlemal load 0 0 0 0
Lesstanslier 0 0 0 0
Redistribution 22 47 0 0
14 Subtotal 0 0 2915 2984
1151 Ductloads 1 209/61 35`1461 0 0 20%, 35%1 5801058
11Total room load 0 0 E— 34941 4042
4ir required (clm) 0 01 190 201,
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
20117-A-110 19:10-03
Ngri SdL OUiversal2Ol7l7.021RSLW242 Page 5
AlLrrirkxn-120IW7thStSarford7-10-20171rV Calc=MJB Frort Door faces: N
Main floor
Job #: Glen Holt Aluminum Rapture Air, Inc.
Scale: 1 : 59
Performed by Nick for: Page 1
Glen Hat AlimPum, L.I.C. P.O. Bax 1325 FW-Sde® Universal 2017
1201 W 7th Street Moat Dora, Fl 32756-1325
17.0.21 RSUD8242
SanbA Fl32771 Phone: 352-735&611 Fax: 352.OZ621
2017JM019:10:31
1 W 7Th St Sanford 7-10 2017.rup
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 87
The lower the EnergyPerformance Index, the more efficient the home.
1201 W 7th Street, Sanford, FL, 32771
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
a. Concrete Block - Int Insul, Exterior R=4.0 1120.00 ft2
b.
2. Single family or multiple family Single-family
N/A R= ft
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft2
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1200.00 ft2
6. Conditioned floor area (ft2) 1200 b. N/A R= ft2
c. WA R= ft2
7. Windows" Description Area
11 R ft2
a. U -Factor: Dbl, default 115.16 ft2
Ducts
a. Sup: Attic, Ret: Attic, AH: Livingroom 6 211
SHGC: Clear, default
b. U -Factor: Dbl, default 30.00 ft
SHGC: Clear, default 12. Cooling systems kBtu/hr Efficiency
c. U -Factor: WA ft2 a. Central Unit 24.0 SEER:15.00
SHGC:
d. U -Factor: WA ft2
13. Heating systems kBtu/hr Efficiency
SHGC:
a. Electric Heat Pump 24.0 HSPF:9.00
Area Weighted Average Overhang Depth: 2.298 ft.
Area Weighted Average SHGC: 0.391
8. Floor Types Insulation Area 14. Hot water systems
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1200.00 ft2 a. Electric
EF: 0.96
b. N/A R= ft2
b. Conservation features
c. N/A R= ft2
None
15. Credits CF
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 Codetcompliant features.
Builder Signature: Date: ' 17 l a Cil 7
Address of New Home: 1-1 - City/FL Zip:' -
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: Holt Aluminum -1201 W 7th St Sanford 7-10-20 Builder Name: Glen Holt Aluminum, LLC.
Street: 1201 W 7th Street Permit Office:
City, State, Zip: Sanford , FL, 32771 Permit Number:
Design Location: FL, Apopka Jurisdiction:
Cond. Floor Area:: 1200 sq.ft. Cond. Volume: 9598 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n: R:
Single or Multi Point Test Data
HOUSE PRESSURE
Leakage Characteristics
CFM(50):
FLOW: I ELA:
EgLA:
ACH:
ACH(50):
SLA:
32402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour
in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2
inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be 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.
SIGNATURE:
PRINTED NAME:
DATE:
Where required by the code official,
testing shall be conducted by an
approved third party. A written
report of the results of the test shall
be signed by the third party
conducting the test and provided to
the code official.
BUILDING OFFICIAL:
DATE:
7/10/2017 7:17 PM EnergyGauge D USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
This checklist
A Foran R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst-case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report(usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v5.1
7/10/2017 7:17:17 PM Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Buildina Performance and Prescriptive Methods
ADDRESS: 1201 W 7th Street Permit Number:
Sanford , FL, 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The -EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402A.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered duds and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by post -construction
or rough -in testing below.
Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Dud testing is not mandatory for buildings complying by Section R405 of this code.
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r .. — -- - .. . . .---- —.. ----,
j; FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation.
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can tum off the hot-water circulating pump when the system is not in use.
R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as dose as possible
to the storage tank.
R403.4.4 Water heater efficiencies (Mandatory).
O R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s)
of combustion types of service water heating systems to be turned off.
R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with a bit angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and mufti -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and mufti -family units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
8403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF.
R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
7/10/2017 7:17 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Holt Aluminum - 1201 W 7th St Sanford 7-10-20 Builder Name: Glen Holt Aluminum, LLC.
Street: 1201 W 7th Street Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number:
Owner: Glen Holt Aluminum, LLC. Jurisdiction:
Design Location: FL, Apopka
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Comers and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
7/10/2017 7:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
REC "' COPY
OPTIONAL LOAD CALCULATION
FOR DWELLING UNITS PER ARTICLE 220-30 NEC
PROJECT: GLEN HOLT ALUMINUM
TYPE UNIT: 1201 W 7th Street Sanford. FL
LIVING AREA: 1200 SQ 1=T
GENERAL LIGHTING
1,200 X 3 Watts per sq R 3,600
Microwave 1,000
Dishwasher 1,500
Disposal 600
Dryer 5,000
Laundry 1,500
Range or Oven 10,000
Cooktop 0
Whirlpool 0
Pool 60 Amp 0
Small Appliance Load @ 1500 Watts Each 4,500
Well's 0
Water Heater 4,500
Future Pole Bam
U/c Ice Maker
U/c Ref.
Patio Grill
Car Lift
TOTAL 32,200
1st 10 kW @ 100% 10,000 @ 100% 10,000
Balance @ 40% 22,200 @ 40% 8,880
A/C Unit @ 100% 3,840
Electric Heat @ 100% KW 10,000
TOTAL NET COMPUTED LOAD 32,720
TatO'Load 32,720 — 240 = 136.3 AMP
Q
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0 9' S 0.8 S
a : 4;
22.05)
FOUND 112
CONCRETE IRON ROdoCAP
1
WALKWAY PSM 5238`
22:75)1 N'
FOUND.5/8"
IRON ROD I0.7'-S, 0,1' E
Q
I
1
wJQ
O NI.
O W
25.7'— C4
I
Uz
w'
z
Z dN
EXIS71NG
GRASS
DRIVEWAY
FOUND 1/2`
IRON ROD
lW/SQUARE HEAD
FOUND i/2"--
LEGEND: IRON ROD N90'00'00"W 74.75'
D:7! S
El WA7ER'.METER
PROPOSED AIR, LEGAL DESCRIPTION.
CONDITIONER PAD
m, WOOD U71LITY POI F E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 RG 75
PLA1V5-,,
W
W
S PVC
CULVERT'
M PIPE
V
FOUND 1/2`
IRON ROD
lW/SQUARE HEAD
FOUND i/2"--
LEGEND: IRON ROD N90'00'00"W 74.75'
D:7! S
El WA7ER'.METER
PROPOSED AIR, LEGAL DESCRIPTION.
CONDITIONER PAD
m, WOOD U71LITY POI F E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 RG 75
PLA1V5-,,
W
W
BOUNDARY SURVEY
1201 West 7th Street, Sanford, Florida 32771
23.21) (23.10) (23.00)
ASPHALT PAVED ROADWAY WEST 7TH STREET
s
66' PLATTED PUBLIC R/W
FOUND
NAIL & DISC
PSM 3382"
N90'00'00"W
221.50'(M)
220.75'(P)
W 23
W
Q3
22.31) k 2 _ EXISTING DRAINAGE SWALE
O W U O
10.1'
N90'00'00"E 74.75'
2297) 27' J 10 f S R/W LINE t 47.75'
FOUND 1/2'
IRON ROD
WI 0.7' S, 0.6'
ED
W
QIP
W
0
REMAINDER
LOT 5
O
O
N
W
LEGEND:
W WATER METER
Q PROPOSED AIR
o
CONDITIONER PAD
Q, WOOD UTILITY POLE
C- GUY ANCHOR
OVERHEAD UTILITY
pH
UNE(S)
CATCH BASIN
QS SANITARY MANHOLE
CLF CHAIN LINK FENCE
M) MEASURED
P) PER PLAT
R/W RIGHT OF WAY
PSM
PROFESSIONAL SURVEYOR
AND MAPPER
XX.XX) EXISTING SPOT
ELEVATION
PROPOSED DRAINAGE
19.0'
I1
FLOW ARROW
r7
I LOT 6
DPk m -Brian SRogers,—Roge,s
LOT 5
o
ui
ima W bdan8,ogaswr yhrgand
D 810,27:M
25' BUILDING
SETBACK LINE
r PROPOSED
I PORCH
o 16.0' o
h
19.0'
I1
30.0'
II
1
WI
I
1
ZI I
PROPOSED
Q1 FAMILYISINGLE
RESIDENCE
o 11201LUb
rn o I o ;
0:
r
PROPOSED `t
i FINISHED FLOOR
0; ELEVATION=24.54
IOI
II
p.
I
30.0'
19
0
I
PROPOSED
CONCRETE Y
Q
I PATIO
PROPOSED LOT ii
1
GRADING TYPE B p
1 I J
IhN
20' 20'BUILDING
SETBACK LINE
FENCE FENCE
22.77)
27'
CORNER CORNER
0.9' S 0.8' S
47.75'
FOUND 12" N90'00'00"W 74.75' IRON ROD
0.7' S
22.90)
ISPOTELEVATIONAT--'
CROWN OF ROAD
IM (
22.05) (
21.74) \
EXISTING FOUND 1/2 -
CONCRETE IRON ROD & CAP
WALKWAY `PSM 5238"
22.75)N
FOUND 5/8"
IIRONROD
0.1' S, 0.1' E
O1
O
O
25.7' Eci
N
7'
23.
Wz
3
d10
w'
IN
EXISTING
GRASS
DRIVEWAY
of
3 PVC1r
CULVERT
PIPE ,
V
O
N
I
I
I
FOUND 1/2"
IRON ROD
r W/SQUARE HEAD o
I^
rn
N N
LEGAL DESCRIPTION:
E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 PG 75
SURVEYOR'S NOTES:
1) North and the bearings shown hereon are referenced to the assumed bearing of N90'00'00"E,
along the south right of way line of W. 7th Street.
2) An abstract of title was not performed by or furnished to the undersigned. Any easements
or encumbrances that may appear as a result of said abstract is not certified hereon.
3) Underground improvements, if existing, were not located as a part of this survey, except as
may be shown.
4) Based upon a graphic determination, this property is located in Zone X according to the
Federal Emergency Management Agency's (FEMA) Flood Insurance Rote Map (FIRM) for
Seminole County, Florida, Map Number 12117C0070F, with an effective date of September 28,
2007. This note is provided for information purposes only, and the undersigned assumes no
liability for the correctness of .the cited, map.
5) The subject property as depicted hereon contains 0.214 acres, more or less.
ROGERS SURVEYING
AND MAPPING, INC. ii, 352-735-8734
357 E 7TH AVE, MOUNT DORA, FL 32757 8 LB 8163
CERTIFIED TO:
Glen Holt
Glen Holt Aluminum, LLC.
SCALE
I" = 20'
Brian S. DlgWy signed by Bd-5. Rogers
DPk m -Brian SRogers,—Roge,s
vSImeYN9 and Wppl g. Inc. ou.
Rogers.
ima W bdan8,ogaswr yhrgand
D 810,27:M
BRIAN S. ROGERS, PSM A LS 7067
FLORIDA LICENSED SURVEYOR AND MAPPER
I
RECORD COPY
45-00-00
5-00-00 40-00-00
5-00-00 40-00-00
45-00-00
SANFORD
Ro-Mac Truss Plant
Customer Name
Glen Holt Aluminum LLC.
200 East Main Street Job Name
Sanford Speculative Home
Leesburg, FL 34748 Designer
Ph: 352-787-5334 Rachel Franks
171675Fx; 352-326-2404
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
Nil These truss designs rely on lumber values established by others.
r) COPY
MiTek
RE: 171675 - Sanford Speculative Home MiTek USA, Inc.
6904 Parke East Blvd.
Site Information:
Customer Info: Glen Holt Aluminum Project Name: 171675 Model:
Tampa, FL 33610 4115
Lot/Block: Subdivision:
Address: 1201 W 7th St
City: Sanford State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 17 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.Seal# Truss Name Date
1 1 T11563801 IC1 17/11/17
12 I T11563802 I C3 17/11/17 1
13 IT11563803 I C3A 17/11/17 1
14 I T11563804 I C5 17/11/17 1
15 I T11563805 I C5A 17/11/17
16 I T11563806 I J3 17/11/17 1
17 I T11563807 I J7 17/11/17 1
18 I T11563808 I J7A 17/11/17 1
19 I T11563809 I K3 17/11 /17 1
110 I T11563810 I K7 17/11/17 I
111 I T11563811 I T01 17/11/17 1
112 1 T11563812 1 T02 17/11/17 1
113 I T 11563813 I T03 17/11/171
114 I T11563814 1 T04 17/11/17
115 I T11563815 1 T05 17/11/17
116 T115638161T06 17/11/17
117 1 T11563817 I T07 17/11/17
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Ro-Mac Lumber & Supply Inc.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1'. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
J
pIN;
SP FORO
FPAR
21'12
1I
PS
t A . i'
414,0 0i
i
NoMOF
980
ST4tj
i
0 N A, ,%%
Thomas A. Mani PE No.39380
MTekUSA, Inc. FL.Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 11,2017
Albani, Thomas 1 of 1
Job Truss Truss Type Qty Ply Sanford Speculative Home
1-0-0
1-0-0
Plate Offsets (X Y) [2:0-1-14,0-0-101
T1156380T
171675 C1 Corner Jack 12 1
DEFL. in loc) I/deft" LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25
Job Reference (optional).
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 u.usu s dan zs zui t mi l ek mausmes, inc. i ue aui i i ur:a i:oo zu i r rage i
I D: LW PD05hJixzvpEhz4nrXN7z3Ol S-oCRuNVSLfjCJIWd2RQPSg HTogIB 15caoPudUtxyzCbl
1-0-0 1-0-0
1-0-0 1-0-0
Scale = 1:6.5
Max Grav 3=10(LC 17), 2=118(LC 1), 4=16(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7710; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ;end vertical left and
l right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
i 2) This truss has been designed for a 10`.0 psf bottom chord live load nonconcurrent with any other live loads.'
3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb)
2=111.
AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK.REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual. building component„ not
arruss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this. design into the overall
building design.. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing M iTek`
is always required for stability and to prevent collapse with possible, personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracingof trusses and Truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. -Tampa, FL 36610
2x4 =
1-0-0
1-0-0
Plate Offsets (X Y) [2:0-1-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft" LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL). 0.00 5 >999 240
i. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 51b FT= 20%'
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
s BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 1.0-0-0 oc bracing,
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical
Max Horz 2=49(LC 12)
Max Uplift 3=-4(LC9), 2=-111(LC 12)
Max Grav 3=10(LC 17), 2=118(LC 1), 4=16(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7710; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ;end vertical left and
l right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
i 2) This truss has been designed for a 10`.0 psf bottom chord live load nonconcurrent with any other live loads.'
3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb)
2=111.
AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK.REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual. building component„ not
arruss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this. design into the overall
building design.. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing M iTek`
is always required for stability and to prevent collapse with possible, personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracingof trusses and Truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. -Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
TC 0.05
TCDL 7.0 Lumber DOL 1.25 BC 0.05
BCLL 0.0
711563802
171675 C3 Corner Jack 7 1
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748
1-0-0
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:31:57 2017 Page 1
I D:L W PD05hJixzvpEhz4nrXN7z3Ol S-GO?HbrTzQOKAMgB F?8whDUOZW 9Xvg3gxeYM2QNyzCbO
3-0-0
3-0-0
2x4 =
Plate Offsets (X Y)-- 12'0-1-14 0-0-101
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05
TCDL 7.0 Lumber DOL 1.25 BC 0.05
BCLL 0.0 Rep Stress lncr YES WB 0.00
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (Ib/size) 3=64/Mechanical, 2=172/0-8-0, 4=35/Mechanical
p - Max Horz 2=88(LC 12)
Max Uplift 3=-47(LC 12), 2=-108(LC 12)
i Max Grav 3=64(LC 1), 2=172(LC 1), 4=51 (LC 3)
FORCES. .(Ib) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 740; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 6=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b)
2=108.
Scale = 1:10.8
7
o7
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall p gbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additionaltemporaryand permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance. regarding the -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610
DEFL. in loc) 1/defl L/d PLATES GRIP
Vert(LL) -0.00 7 >999 360 MT20 244/190
Vert(TL) -0.01 4-7 >999 240
Horz(TL) -0.00 3 n/a n/a
Wind(LL) 0.00 4-7 >999 240 Weight 11 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall p gbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additionaltemporaryand permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance. regarding the -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
711563803
171675 C3A Corner Jack 1 1
Job Reference (optional)
Ro-Mac Lumber R Supply Inc., Leesburg, FL 34748
1
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11. 07:31:57 2017 Page 1
ID: L W PD05hJixzvpEhz4nrXN7z3Ol S-GO?HbrTzQOKAMgBF?8whDUOzP9Xfg3gxeYM2QNyzCbO
3-0-0
3-0-0
Scale = 1:10.8
2x4 =
3-0-0 -
3-0-0
Plate Offsets (X Y)-- 11:0-1-14 0-0-101
LOADING (psf) SPACING- " 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
7CLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 3-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 9 lb, FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied ora -0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=109/0-8-0, 2=68/Mechanical, 3=40/Mechanical
Max Horz 1=58(LC 12)
Max Uplift 1=-32(LC 12), 2=-53(LC 12), 3=-5(LC 12)
Max Grav 1'=109(LC 1), 2=68(LC 1), 3=52(LC 3)
FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3.
WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors:. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°-
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -
fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available. from TrussPlate Institute, 218N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
5-0-0
T11563804
171675 C5 Corner Jack 7 1
Plate Offsets (X Y)-- [2:0-1-14,0-0-101
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748
1-0-0
1 0 0 +
1
d.u3u s Jan 23 Zu1 I Mt 1 ek Industries, Inc. t ue Jul it u I:31:bd zui I rage i
I D: L W PD05hJixzvpEhz4nrXN7z3OIS-kaZfoAUcBKS 1 _gmRYrRwmiZ51 Zr5Z W45sC6bypyzCb?
5-0-0
5-0-0
Scale= 1:14.9
REACTIONS. (Ib/size)'. 3=115/Mechanical, 2=242/0-8-0, 4=62/Mechanical
Max Horz 2=128(LC 12)
Max Uplift 3=-90(LC 12), 2=-126(LC 12)
Max Grav 3=115(LC 1), 2=242(LC 1), 4=88(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; VulIt= 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=1b)
2=126.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
v
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' -
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN"Quality Criteria, DSB-89. and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
2x4 =
5-0-0
5-0-0
Plate Offsets (X Y)-- [2:0-1-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 4-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.06 4-7 >999 240
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 -MP Wind(LL) 0.04 4-7 >999 240 Weight: 17 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.'
REACTIONS. (Ib/size)'. 3=115/Mechanical, 2=242/0-8-0, 4=62/Mechanical
Max Horz 2=128(LC 12)
Max Uplift 3=-90(LC 12), 2=-126(LC 12)
Max Grav 3=115(LC 1), 2=242(LC 1), 4=88(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7-10; VulIt= 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=1b)
2=126.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
v
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' -
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN"Quality Criteria, DSB-89. and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
T11563805
171675 C5A Corner Jack 1 1
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748
0
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 01:31:58 2017 Page 1
ID: L W PD05hJixzvpEhz4nrXN7z3Ol S-kaZfoAUcBKS 1_gmRYrRwmiZ5zZryZW45sC6bypyzCb?'
5-0-0
5-0-0
2x4 =
Scale = 1:14.9
Plate Offsets (X Y)-- f1 0-0-2 Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 c Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 3-6 >999 360 MT20 - 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.06 3-6 >935 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.04 3-6 >999 240 Weight: 161b FT = 20%
I LUMBER BRACING- -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins.
I BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
s REACTIONS. (Ib/size) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical
Max Horz .1=198(LC 12)
Max Uplift 1=-55(LC 12), 2=-93(LC 12), 3=-4(LC 12)
Max Grav 1=183(LC 1), 2=118(LC 1), 3=89(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7=10; Vult=140mph (3-secohd gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 6=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C -C Exterior(2) 0'-0-0 to 3-0'-O, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated. is to prevent buckling of individual truss web and/orchord.members only. Additional temporary and permanent bracing MiTek".
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd '
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
r--
Job Truss Truss Type Qty Ply Sanford Speculative Home
I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25
T11563806
171675 J3 Jack -Open 6 1
MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.01
Job Reference o tional
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 ts.usu s dan z i zu-i / mi I eK mausmes, Inc. I ue ,Iul -t -I u rs i:oa zu I r rage i
I D: LW PDO5hJixzvpEhz4nrXN7z3OlS-Dn71 ? W VEyebuc_Ld6Zy9lv5JOzDN IzKE5sr8U GyzCb_
1-11-03-0-0
1-0-0 3-0-0
2x4 =
Scale = 1:10.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 7 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 4-7 999 240 Weight: 11 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (Ib/size) 3=64/Mechanical, 2=172/0-3-8, 4=35/Mechanical
Max Horz 2=88(LC 12)
Max Uplift 3=-47(LC 12), 2=-108(LC 12)
Max Grav 3=64(LC 1), 2=172(LC 1), 4=51 (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 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb)
2=108.
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1WO312015 BEFORE USE. -
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
floc) I/defl Ud
TCLL 20.0 Plate Grip DOL
T11563807
171675 J7 Jack -Open 11 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL)
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.u:}u s Jan Z3 zu'I / MI I eK industries, mc. I ue Jul I i ur.c i:oa zu-I / rage -I
I D: LW PD05hJixzvpEhz4n rXN7z3OlS-Dn71? W VEyebuc_Ld6Zy9lv5Egz9QIzKE5sr8UGyzCb_
1-0-0 7-0-0
1-0-0 7-0-0
l ; 1
Scale = 1:19.1
3x4 =
LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 4-7 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) 0.24 4-7 354 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.13 4-7 645 240
LUMBER-
TOP
UMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (Ib/size) 3=165/Mechanical, 2=315/0-8-0, 4=87/Mechanical
Max Horz 2=167(LC 12)
Max Uplift 3=-131(LC 12), 2=-146(LC 12)
Max Grav 3=165(LC 1), 2=315(LC 1), 4=125(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
0
6
N
PLATES GRIP
MT20 244/190
Weight: 23 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b)
3=131.2=146.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. -
Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p qbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1V I iTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII (duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
loc) I/defl L/d
TCLL 20.0 Plate Grip DOL
T11563808
171675 J7A Jack -Open 7 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL)
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34148
7-0-0
d.UJU 5 Jan LJ LU I I IVII I en inuusules, nw. 1 ue dui I rayo ,
I D: LW PD05hJixzvpEhz4nrXN7z3OlS-hzh PDsVsjxjlD8wpgGTOr7eO W MVV 1 QaOKW bi?iyzCaz
3x4 =
LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 3-6 935 360
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.24 3-6 341 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 ix MP Wind(LL) 0.13 3-6 621 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (Ib/size) 1=257/0-8-0, 2=167/Mechanical, 3=89/Mechanical
Max Horz 1=137(LC 12)
Max Uplift 1=-77(LC 12), 2=-134(LC 12), 3=-2(LC 12)
Max Grav 1=257(LC 1), 2=167(LC 1), 3=126(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:19.1
PLATES GRIP
MT20 244/190
Weight: 22 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2).0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left
and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) = This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3 except Ot=1b)
2=134.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -_ •
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
loc) I/defl L/d PLATES GRIP
TCLL 20.0
T11563809
171675 K3 Diagonal Hip Girder 2 1
999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748
1-5-0
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:01 2017 Page 1
I D: LW PD05hJixzvpEhz4nrXN7z3Ol S-99FnQCW UUFrcrlVOEz?dNKBegmu BmtgXZAKFY8yzCay
2-5-6 4-2-15
2-5-6 1-9-9
2x4 =
Scale = 1:10.7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.03 4-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 15 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=91 /Mechanical, 2=239/0-4-15, 4=49/Mechanical
Max Horz 2=88(LC 21)
Max Uplift 3=-60(LC 8), 2=-161(LC 8)
Max Grav 3=91(LC 1), 2=239(LC 1), 4=72(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES -
1) Wind: ASCE 7110; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=1b)
2=161.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down and 15 Ib up at
1-5-12, and 75 Ib down and 15 Ib up at 1-5-12 on top chord, and 18 Ib down and 4 Ib up at 1-5-12, and 18 Ib down and 4 Ib up at
1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 9=7(F=4, B=4)
ALWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
loc) I/defl Ud
TCLL 20.0 Plate Grip DOL
T11563810
171675 K7 Diagonal Hip Girder 4 1
360
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL)
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:01 2017 Page 1
I D: L W PD05hJixzvpEhz4nrXN7z3Ol S-99FnQC W U U Frcrl VOEz?dN KBd W mspmohXZAKFY8yzCay
1-5-0 ' 5-8-13 4-1-15
2x4 =
5
2x4 =
3x4 =
LOADING (psf)SPACING- GRIP2-0-0 I CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 7-10 999 360
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.07 7-10 999 240
SCLL . 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.03 7-10 999 240
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 4=101/Mechanical, 2=491/0-11-5, 5=370/Mechanical
Max Horz 2=168(LC 8)
Max Uplift 4=-84(LC 8), 2=-241(LC 8), 5=-118(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-845/250
BOT CHORD 2-7=-330/791, 6-7=-330/791
WEBS 3-7=0/298, 3-6=-865/361
PLATES GRIP
MT20 244/190
Weight: 40 Ib FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES -
1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb)
2=241,5=118.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 Ib down and 15 to up at
1-5-12, 75 lb down and 15 Ib up at 1-5-12, 33 Ib down and 60 Ib up at 4-3-11, 33 to down and 60 Ib up at 4-3-11, and 57 Ib dawn
and 111 Ib up at 7-1-10, and 57 Ib down and 111 Ib up at 7-1-10 on top chord, and 18 Ib down and 4 lb up at 1-5-12, 18 to down
and 4 Ib up at 1-5-12, 17 Ib down at 4-3-11, 17 to down at 4-3-11, and 38 Ib down at 7-1-10, and 38 to down at 7-1-10 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (Ib)
Vert: 12=-2(F=-1, B=-1) 13=-78(F=-39, B=-39) 14=7(F=4, B=4) 15=-17(F=-9, B=-9) 16=-67(F=-34, 13=-34)
WARNING. -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. tq;
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not tl
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall q
E3
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
1:20.7
r.
t
Job Truss Truss Type Qty Ply Sanford Speculative Home
1.25
TCDL 7.0 Lumber DOL 1.25
711563811
171675 T01 Common 6 1
Code FBC2014/TP12007
WB 0.32" Horz(TL) 0.08 6 n/a
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:02 2017 Page 1
I D: L W PD05hJixzvpEhz4nrXN7z3Ol S-dLoAeYX6 FZzTTR4Cnh W swYjmGA6mVG5hng4p4byzCax
t1-0-0 7-9-14 15-0-0 22-2-2 30-0-0 $1-0-0, -
1-0-0 7-9-14 7-2-2 7-2-2 7-9-14 1-0-0
Scale = 1:52.9
1
0
4x5 =
5.00 12
4
3x4 = 3x10 MT20HS = 3x4 = 3x6 =
3x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2014/TP12007
WB 0.32"
t LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30,
WEBS 2x4 SP No.3
CSI. DEFL. in loc) I/defl Ud
TC 0.31 Vert(LL) 0.28 8-10 999 360
BC 0.52 Vert(TL) 0.53 8-10 679 240
WB 0.32" Horz(TL) 0.08 6 n/a n/a
Matrix -MS Wind(LL) 0.13 8-10 999 240
BRACING-
Iq
0
PLATES GRIP
MT20 244/190
MT20HS 187/143
f
Weight: 131 Ib FT = 20% E
i
a
TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins: i
BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size): 2=1164/0-8-0,6=1164/0-8-0
Max Horz 2=158(LC 11)
Max Uplift 2=-525(LC 12), 6=-525(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2117/994, 3-4=-1872/934, 4-5=-1872/934, 5-6=-2117/994
BOT CHORD 2-10=-790/1889, 8-10=-434/1264, 6-8=-810/1889
WEBS 4-8=-263/706, 5-8=-409/362, 4-10=-263/705, 3-10=-409/362
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=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft, Cat.
II; Exp C Encl., GCpi=0.18; MWFRS (directional) and C=C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to
18-0-0 zone; cantilever left and right exposed,; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b)
2=525,6=525.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
v
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate thisdesign into the overall p" -
building design. Bracing'indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ,
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding they _
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty PlySanford Speculative Home
711563812
171675 T02 Hip 2 1
3x5 =
3x5 =
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MITek Industries, Inc. I ue Jul 11 07:32:03 20i/. rage il
I D: L W PD05hJixzvpEhz4nrXN7z301S-5YMYruYkOs5K4bfOL015TIGxVaVkEg WgOUpMcl yzCaw
1-0-0, 6-9-14 13-0-0 17-0-0 23-2-2 30-0-0 3 1-0-q
11-0-0 6-9-14 6-2-2 4-0-0 6-2-2 6-9-14 1-0-0
Scale = 1:54.4
1
0
5x5 =
5x5 =
4 5
13 i[ 1u
2x4 3x4 =
3x4
2x4 - 3x5 =
3x5 = 3x8 =
i 6-9-14 13-0-0 17-0-0 23-2-2 30-0-0 - -
6-9-14 6-2-2 4-0-0 6-2-2 6-9-14
Plate Offsets (X Y) 5:0-2-8,0-2-71
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.10 12-13 >999 360 MT20 244/190
TCDL 7,0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.26 12-13 >999 240
BOLL 0.0 '' Rep Stress Incr YES WB 0.50 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.12 12-13 >999 240 Weight: 148 Ib FT = 20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10.1 oc pudins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing.
I WEBS 2k4 SP No.3 MITek recommends that Stabilizers and, required cross bracing
be installed during truss erection in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) , .2=1164/0-8-0, 7=1164/0-8-0
Max Horz 2=-139(LC 10)
Max Uplift 2==525(LC 12), 7=-525(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2221/1120; 3-4=-1661/919, 4-5=-1458/914; 5-6=-1661/919; 6-7=-2220/1119
BOT CHORD 2-13=-929/1992,12-13=-929/1992,10-12=-595/1457, 9-10=-939/1991,`7-9=-939/1991
WEBS 3-12=-589/366,4-12=-119/380,5-10--r-141/381,6-10=-589/366
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=4.2psf; h=25ft; B=45ft; L=30ft; eave=oft; Cat..
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to
17-0-0, Interior(1) 21-2-15, 31-0-0 zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b)
2=525,, 7=525.
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/1015 BEFORE USE.
Design valid for use only with MiTek& connectors This design is based only upon parameters shown, and is for an individual budding. component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p -
building design. Bracing indicated is to prevent buckling' of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
1.25
TCDL 7.0 Lumber DOL 1.25
711563813
171675 T03 Hip 2 1
Code FBC2014/TP12007
n/a n/a
Matrix -MS Wind(LL) 0.12 12
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34/48 "'uau s dan zs ztrfr I'Mt eK meusmeS, Inc. I ue JuI I I V r.3Z.V9 LV I r rage I
I D: LW PD05h'JixzvpEhz4nrXN7z3OlS-Zkww3EYMnADBilEbv6YK?zo2k_g2zBpzF8Zv8TyzCav
r1-0-0, NI -11491 11-0-0 19-0-0 24-2-2 30-0-0 31 -0-
F11
0 -q
11-0-0 5-9-14 5-2-2 8-0-0 5-2-2 5-9-14 1-0-0
Scale = 1:54.4
5x5 =
4 22
5x6 =
2324 255
13 12 -- - 10 9
3x4
2x4 11 3x4 = 3x5 = 3x8 = 2x4 - 3x4
5 9 14 11-0-0 19-0-0 24-2-2 30-0-0
5-9-14 1 5-2-2 8-0-0 5-2-2 5-9-14
ro.n O n n ' O r— O n n O Al r7.n. n_1A CA --I
LOADING (psf) SPACING- 2-0-0
i TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2014/TP12007
n/a
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
CSI. DEFL. in (loc) I/defl Lid
TC 0.56 Vert(LL) 0.13 10-12 999 360
BC 0.40 Vert(TL). 0.38 10-12 952 240
WB 0.24 HOrz(TL) 0.09 7 n/a n/a
Matrix -MS Wind(LL) 0.12 12 999 240
BRACING -
PLATES GRIP
MT20 244/190
Weight: 144 lb FT= 20%
Iy
TOP CHORD Structural' wood sheathing directly applied or 4-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing..
WEBS 1 Row at midpt 4-10 s
MiTek recommends that Stabilizers and required cross bracing ,: s
be installed during truss erection, in accordance with Stabilizer
Installation guide,
k
REACTIONS. (Ib/size) 2=1164/0-8-0, 7=1164/0-8-0
Max Horz 2=-1 19(LC, 10)
Max Uplift 2=-524(LC 12), 7=-525(LC 12) ;
FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. j
TOP CHORD 2-3=-2244/1168, 3-4=-1852/1015, 4-5=-1654/1000, 5-6=-1853/1014, 6-7=-2244/1168
BOT CHORD 2-13=-981/2017, 12-13=-981/2017, 10-12=-721/1653, 9-10=-991/2017, 7-9=-991/2017
WEBS ' 3-121-462/287, 4-12=-69/415, 5-10=-66/415, 6-10=-402/287
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mphi TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS_(directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exter or(2) 14.0-0 to
23-2-15, Interior(1) 23-2-15 to 31-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members
and forces & MWF.RS 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 100 Ib uplift at joint(s) except (jt=1b)
2=524,7=525.._
AWARNING_-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not `
a'truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall p qbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and. permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty PlySanford Speculative Home
YES
Code FBC2014/TP12007
12 999 .
T11563814
171675 T04 Hip 2 1
240
WB 0.27 Horz(TL) 0.09 8 n/a
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 d.u3u s Jan zs zul r MI I eK Inaustnes, Inc. t ue Jul t i ur:sz:uo zvi i rage i
I D: LW PD05hJixzvpEhz4nrXN7z3OlS-1 wU I GaZ?YU L2KvpnTp3ZYALH8NAricc7TolThvyzCau
1-0-0 4-9-14 9-0-0 15-0-0 21-0-0 25-2-2 30-0-0 q1 -0-q
1-0-0 4-9-14 4-2-2 6-0-0 4-2-2 4-9-14 1-0'0
Scale = 1:54.4
5x5 = 2x4 II
R nn F17 4 21 22 5 23 24
5x5
6
13 12 -- 10
3x4 =
3x4 3x4 = 3x5 =
3x5 = 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
12
LUMBER
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP. M 30
WEBS 2x4 SP No.3
CSI. DEFL. in loc) I/defl L/d
TC 0.27 Vert(LL) 0.13 12 999 . 360
BC 0.43 Vert(TL) 0.29 10-12 999 240
WB 0.27 Horz(TL) 0.09 8 n/a n/a
Matrix -MS Wlnd(LL) 0.15 12 999 240
BRACING -
PLATES GRIP
MT20 244/190
Weight: 144 Ib FT = 20%
TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing.
MiTek"recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=1164/0-8-0; 8=1164/0-8-0
Max Horz 2=99(LC 11)
Max Uplift 2=-525(LC 12), 8=-525(LC 12)
FORCES. (lb) -Max. Comp./Max. Teri. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2253/1281 3-4=-1999/1095, 4-5=-2170/1253, 5-6=-2170/1253, 6-7=-1999/1095,
7-8=72253/1281
BOT CHORD 2-13=-1096/2035,12-13=-824/1795, 10-12=-833/1795, 8-10=-1104/2035
WEBS 3-13=-260/298; 4-13=-58/329, 4-12=-278/546, 5-12=-368/311, 6-12=-278/546,
6-10=-58/329, 7-10=-260/298
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=4.2psf, h=25ft; B=45ft, L=30ft; eave=4ft, Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to
25=4-5, Interior(1) 25-4-5 to 31-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4)°This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib, uplift atjoint(s) except Qt=1b)
2=525.8=525.
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE,
v
Design valid for use only with MiTek® connectors. This design is based only upon parameters. shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporatethis design into the overall EE*33
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse. with possible personal injury and property damage. For generalguidance regarding the -
fabrication, storage, delivery, erection and bracing of<trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa; FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
1.25
TCDL 7.0 Lumber DOL 1.25
711563815
171675 T05 Hip Girder 2 1
Code FBC2014/TPI2007 710 240
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748
7-0-0
1-0-0 7-0-0
5x5 =
5.00 12
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:06 2017 Page 1
I D: LW PD05hJixzvpEhz4nrXN7z3OlS-V72gTwadJnTvx3NzOXao4Ou K8nNORzRGiS2ODMyzCat
D-11-2 , 15-0-0 19-0-14 23-0-0 , 30-0-0 31-0-q
3-11-2 4-0-14 4-0-14 3-11-2 7-0-0 1-0-0
Scale = 1:54.4
3x4 = 2x4 3x4 = 5x5 =
14
27
13
28
12
29
11 30 10
4x7 =
2x4 4x5 = 6x10 MT20HS = 4x5 = 2x4 11
4x7 =
1-2 15-0-D 19-0-14 2- -0030--077-00-00 3112
3100
X:Y)-- r12 0-5-O,Edgel
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL' 10:0 Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
CSI. DEFL.
TC 0.83 Vert(LL)
BC 0.98 Vert(TL)
WB 0.68 Horz(TL)
Matrix -MS Wind(LL)
BRACING -
TOP CHORC
BOTCHORC
REACTIONS. (Ib/size) 2=2350/0-8-0, 8=2347/0-8-0
Max Horz 2=79(LC 24)
Max Uplift 2=-1138(LC 8),8=-1 106(LC 8)
FORCES. (Ib) -Max. Comp./Mex. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5099/2393, 3-4=-5978/2919, 4-5=-6421/3118, 5-6=-6421/3118, 6-7=-5972/2866,
7-8=-5090/2309
BOT CHORD 2-14=-2082/4628, 13-14=-2079/4604, 12-13=-2750/5978, 11-12=-2697/5972,
10-11=-2003/4595,8-10=-2005/4619
WEBS 3-14=-78/555, 3-13=-847/1783, 4-13=-815/503, 4-12=-246/565, 5-12=-444/349,
6-12=-313/573,6-11=-819/540,7-11=-875/1786,7-10=-32/554
in loc) I/deft Ud
0.39 12 915 360
0.90 12 402 240
0.24 8 n/a n/a
0.51 12 710 240
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 142 Ib FT = 20%
Structural wood sheathing directly applied or 2-6-7 oc purlins
Rigid ceiling directly applied or 4-5-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.'
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=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=1b)
2=1138,8=1106.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Ib down and 259 to up at
7-0-0, 113 Ib down and 149 Ib up at 9-0-12, 113 to down and 149 Ib up at 11-0-12, 113 Ib down and 149 Ib up at 13-0-12, 113 Ib
down and 149 Ib up at 15-0-0, 113 to down and 149 Ib up at 16-11-4, 113 Ib down and 149 lb up at 18-114, and 111 to down and
146 to up at 20-11-4, and 183 Ib down and 256 Ib up at 23-0-0 on top chord, and 411 Ib down and 169 Ib up at 7-0-0, 86 Ib down
and 22 Ib'up at 9-0-12, 86 Ib down and 22 Ib up at 11-0-12, 86 Ib down and 22 to up at 13-0-12, 86 Ib down and 22 to up at 15-0-0,
86 to down.and 22 Ib up at 16-11-4, 86 Ib down and 22 Ib up at 18-11-4, and 85 Ib down at 20-11-4, and 409 Ib down and 137 Ib up
at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9)1n 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
A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL" 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
T11563815
171675 T05 Hip Girder 2 1
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:06 2017 Page 2
I D: LW PD05hJixzvpEhz4nrXN7z3OlS-V72gTwadJnTvx3NzOXao4OuK8n NORzRGiS20DMyzCat
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pig .
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 15-18=-20
Concentrated Loads (lb)
Vert: 7=-1 36(F) 14=-41 1 (F) 13=-69(F) 3=-1 38(F) 4=-1 13(F) 12=-69(F) 5= -113(F)6= -113(F)11= -69(F) 10= -409(F)21= -113(F)23= -113(F)24= -113(F)26= -111(F)
27= -69(F)28= -69(F)29= -69(F)30= -67(F)
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ow
p qbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCS] Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
1.25
TCDL. 7.0 LumberDOL 1.25
T11563816
171675 T06 Hip 1 1
Code FBC2014/TP12007
999 240
WB 0.09 Horz(TL)
Job Reference o tional
Ko -Mac Lumber & Supply Inc., Leesburg, FL 34748
4-10-8
5.00 12
5x5 =
2
8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:07 2017 Page 1
I D: L W PD05hJixzvpEhz4nrXN7z3OlS-_Jc3h FbF45bmZDyAaE51 dbQd W BvIAZwQx6nZloyzCas
11-1-8 16-0-0
6-3-0 4-10-8
5x5 =
14 15 3
Scale = 1:26.5
3x4 = 2x4 II 3x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL. 7.0 LumberDOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2014/TP12007
3x4 =
Io
CSI. DEFL. in loc) I/defl L/d PLATES. GRIP
TC 0.27 Vert(LL) 0.05 5-6 999 360 MT20 244/190
BC 0.24 Vert(TL) 0.13 5-6 999 240
WB 0.09 Horz(TL) 0.02 4 n/a n/a
Matrix -MS Wind(LL) 0.04 5-6 999 240 Weight: 64 ib' FT = 20%
LUMBER BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or.10-0-0 ocbracing.
WEBS 2x4 SP No.3
A-MiTelommends that Stabilizers and required cross bracing
d: during truss erection, in accordance with Stabilizer
n guide.
REACTIONS. (Ib/size); 1=592/0-3-8, 4=592/0-3-8
Max Horz 1=-43(LC 10)
Max Uplift 1=-246(LC 12), 4=-246(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1090/616, 2-3=-959/626, 3-4=-1091/615
BOT CHORD 1-6=-500/967, 5-6=-503/959, 4-5=-488/967
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=4.2psf; h=25ft; 6=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.1'8; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2) 4-10-8 to
15-4-3, Interior(1) 15.4-3 to 16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
1=246,4=24&
0
WARNING - Verify design. parameters: and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. ,Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" , is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from.Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL .36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
floc) I/defl L/d PLATES GRIP
TCLL 20.0
T11563817
171675 T07 Hip Girder 1 1
999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:08 2017 Page 1
I D: L W PO05hJixzvpEhz4nrXN7z3OlS-SVARubctgPjdBNXM8ydG9pzpkbDOvyvZAmX7HEyzCar
1-0-0 3-0-0 8-0-0 13-0-0 16-0-0 17-0-0
1-0-0 3-0-0 5-0-0 5-0-0 3-0-0 1-0-0
5x5 =
5.00 12
20 11 5x5 =
17 18 19 Y 20 21 22 5
Scale = 1:29.3
3x4 =
2x4 =
J
3x8 2x4 11
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.09 9 999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.21 9-10 917 240
BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.12 9 999 240 Weight: 71 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (Ib/size) 2=787/0-3-8, 6=787/0-3-8
Max Horz 2=-35(LC 23)
Max Uplift 2=-350(LC 8), 6=-350(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1455/614,3-4=-2196/1029,4-5=-2196/1029,5-6=-1455/615
BOT CHORD '2-10=-527/1312,9-10=-531/1296,8-9=-519/1296,6-8=-516/1312
WEBS 3-9=472/951, 4-9=-324/296,5-9=-473/951
Structural wood sheathing directly applied or 4-8-9 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
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=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft Cat.
Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b)
2=350,6=350.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 124 ib up at
3-0-0, 33 Ib down and 60 Ib up at 5-0-12, 33 Ib down and 60 Ib up at 7-0-12, 33 Ib down and 60 Ib up at 8-11-4, and 33 Ib down
and 60 Ib up at 10-11-4, and 55 Ib down and 124 Ib up at 13-0-0 on top chord, and 111 Ib down and 42 Ib up at 3-0-0, 21 Ib down
at 5-0-12, 21 Ib down at 7-0-12, 21 Ib down at 8-11-4, and 21 Ib down at 10-11-4, and 111 Ib down and 42 Ib up at 12-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Qty Ply Sanford Speculative Home
T11563817
171675 T07 Hip Girder 1 1
Job Reference (optional)
Ro-Mac Lumber & Supply Inc., Leesburg, FL 34748 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jul 11 07:32:08 2017 Page 2
I D: L W PD05hJixzvpEhz4nrXN7z3OlS-SVARubctgPjd BNXM8ydGgpzpkbDOvyvZAmX7 HEyzCar
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 10=-80(F) 3=-10(F) 5=-10(F) 8=-80(F) 18=-10(F) 19=-10(F) 20=-10(F) 21=-10(F) 23=-15(F) 24=-15(F) 25=-15(F) 26=-15(F)
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
r
L_.
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y4offsetsareindicated.
6-4-8 dimensions shown in ft -in -sixteenths
Drawings not to scale
Failure to Follow Could Cause Property
Dama a or Personal In u9 ry
Dimensions are in ft -in -sixteenths.
Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g.
and fully embed teeth.
TOP CHORDS diagonal or X -bracing, 9 g, is always required. See BCSI.
i'
ci-2 c2-3 2. Truss bracing must be designed by an engineer. For0'16
4 wide truss spacing, individual lateral braces themselvesWEBSC,may require bracing, or alternative Tor 1
p bracing should be considered.
C)0
UN 3. Never exceed the design loading shown and never
inadequately braced trusses. stack materials on
CL
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate c7-6 c6-7 designer, erection supervisor, property owner and
plates 0- 'I'd' from outside BOTTOM CHORDS all other interested parties.
edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
connectorlates. p
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 ANSIfTPI 1.
software or upon request.
NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber
shall not exceed 19% at time of fabrication..
PLATE SIZE
PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for
ICC -ES Reports:
use with fire retardant, preservative treated, or green lumber.
The first dimension is the plate 10. Camber is a non-structural consideration and is the
width measured perpendicular4x4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to
to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection.
the length parallel to slots. 11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
specified.
13. Top chords must be sheathed or purlins provided at
Output. Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
14. Bottom chords require lateral bracing at 10 ft, spacing,
or less, if no ceiling is installed, unless otherwise noted.
BEARING established by others.
Indicates location where bearings
supports) occur. Icons vary but 2012 MiTek® All Rights Reserved
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
reaction section indicates joint
number where bearings occur. 17. Install and load vertically unless indicated otherwise.
Min size shown is for crushing only. 0
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
Industry Standards: leiANSI/TP11: 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.
snot sufficient.
BCSI: Building Component Safety Information, M!Tek20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
RECORD COPY
City of Sanford
Building -and Fire Prevention
Product Approval Specification Forma
ING
Permit # 1 % 2 i %
SPNk
00?
Project Location Address
As required by Florida Statute 553.842 and Flgrida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components liste&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 atwww.ftoridabuilding.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 S t
Sliding_ Al m",o VAAk Casa
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun 1 2 I'IrLQ ( ;c; I SI
Horizontal Slider Q_
1 , 14q 11.21
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014 1
Jr
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Wails
Siding
soffits en - I a l q
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles sblo 1 S44 " Q
Underlayments
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 l
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014 2
1 `1
Category / Subcategory Manufacturer Product Florida Approval #
Description include decimal
S. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
components
NtIG l01
rS A6U 4-1, lc8l
p
Wood Connectors
Truss Plates
En ineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels MnO 0 10- LLTIk IS
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicants Signature
Applicant's Name
Please Print)
June 2014 k
21
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
Certification No.:
Date:
Revision Date:
Certification Program:
Company:
Code:
NI009887-R4 Page 1
05/17/2009
05/19/2015
Structural
Jeld-Wen
J-104-3
The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product, This certification seal
represents product conformity to the applicable specification and that all certification criteria have been
satisfied.
The products and systems fisted below are approved for listing in the Directory of Certified Products at
www.NAMlCertification.com. Please review, and advise NAMI immediately if data, as shown requires
corrections,
Company: Jel&Wen Doors
3737 Lakesport Boulevard
Klamath Falls, OR 97601
Product Line: Jeld-Wen's Contours/Euergy Saver Glazed Wood Edge Steel Entry
Test Report: NCTL-110-11987-1, NCTL-110-11988-1 & SJW2009-200
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: The frame jambs consist of wood with all corners coped and
butted. The head/jamb corners were fastened with three (4) 16 ga 7/16"
crown x 2" long staples per corner. The threshold was attached to the side
jambs with three (3) 16 ga 7/16" x 2" long wire staples and (2) #8 2-1/2"
long screws at each end.
1.2 Door Panel/Sidelite Construction: Each door panel was constructed from
two (2) face sheets of 24 gauge (0.021" minimum) galvanized steel and an
internal expanded, polystyrene foam core.
1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two
Certification No.: NI009887-114 Page 2
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Endura Ultimate Hurricane
2.3 Sills Endura ZOBL4566/Endura FOB4566A
Section 3: Additional Supportive Test or Acceptance Data provided with
Certification Documentation included:
3.1 Surface Burning Characteristics of Building Materials, ASTM E84-08,
Dylite Expandable Polystyrene, Intertek Report Number
3113726SAT-001 Rev.1.
3.2 Standard Test Methods for Tension Testing of Metallic Materials,
ASTM E8-08, Steel Door Skins, ETC Laboratories, Report No.
ETC -08-056-21686.0.
3.3 Product Evaluation Report #2948 prepared by Alexis Spyrou, P.E.,
Texas Professional Engineer # 102957, Dated 07/14/2014.
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Doors Certification No.: NI009887-R4 Page 3
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls, OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side-
Lites (w/Wood Frame unless noted)
Specification: ASTM E283 -04/E330 -02/E331-00
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listhie at www.Namicertiriication.com. NAMI's Certification Prop -ram is accredited by The American National Standards Institute (ANSI).
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Inswing Glazed Design Missile Test Report Number
Configuration
or or Maximum Pressure Impact Drawing Number &
Outswin Opaque Size Pos/Neg Rated Comments
X I/S or O/S Glazed 312" x 6'l0" 55/-55 No NCTL-110-11987-1/110-11988-1/SJW2009-2001PER2948/W-1694
Single
Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3"
g w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
X I/S or O/S Glazed 3'2" x 6'10" 66/-66 No NCTL-110.11987.1/110.11988.1/SJW2009.200MER2948/W-1694
Single
Max Panel Size: 3'0" x 6'7" /Daylight Opening: 1'9" x 5'3"
g w/Surface Bolts
Installation Details: A008730/A008731/A011294
OX/XO US or O/S Glazed 613" x 6'10" 55/-55 No NCTL-I 10.11987-1/t 10.11988.1/SJW2009.200/PER2948/W-1694
Single
Max Panel Size: 3'0" x 6`7"/Daylight Opening: 1'9" x 5'3"
g w/Sidelite w/o Surface Bolts
Installation Details: A008730/A008731/AOI 1294
OX/XO I/S or O/S Glazed 6'3" x 6'10" 66/-66 No NCTL-I 10.11987.1/110.11988.1/SJW2009.200iPER2948/W-1694
Single
Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/Sidelite V/Surface Bolts
Installation Details: A008730/A008731/AO11294
OXO I/S or O/S Glazed 994" x 6'l 0" 55/-55 No NCTL-110.1 1987-1/110.11,988.[/SJW2009.200iPER2948/w-1694
Single
Max Panel Size: 3'0" x 677Daylight Opening: 1'9" x 5'3"
g w/Sidelite w/o Surface Bolts
Installation Details: A008730/A00873]/AOI 1294
OXO US or O/S Glazed 9'4" x 6'10" 66/-66 No NCTL-I 10.1 1987.1/110.11988-I/SJW2009.200/PER2948/W-1694
Single
Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3"
g W/Sldehte w/Surface Bolts
Installation Details: A008730/A008731/A011294
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Doors Certification No.: N1009887-114 Page 4
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls, OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side-
Lites (w/Wood Frame unless noted)
Specification: ASTM E283 -04/E330 -02/E331-00
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI'a Certified Product Lbtlrie at www.Namicertiffcadon.com. NAMI's Certification Proaram is accredited by The American National Standards Institute (ANSI).
National Accreditation & Management Institute, IncJ4794 George Washington Memorial Mghway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Inswing Glazed Design Missile Test Report Number
Configuration
or or Maximum Pressure Impact Drawing Number &
Outswin Opaque Size Pos/Neg Rated Comments
XX I/S or O/S Glazed 612" x 6'l 0" 55/-55 No NCTL-110-11987.1/110.11988-IiSJW2009-200/PER2948/W-1694
Max Panel Size: 3'0" x 6'T'/Daylight Opening: 1'9" x 5'3"
Double w/o Surface Bolts
Installation Details: A008730/A00873liAO11294
XX I/S or O/S Glazed 6'2" x 6'l 0" 66/-66 No NCTL-I 10=11987.1/110.11988-:1iSJW2009-200/PER2948/W-1694
Double
Max .Panel Size: 3'0" x 6'7'/Daylight Opening; 1'9" x 5'3"
w/Surface Bolts
Installation Details: A008730/A00873liAO11294
XXO/OXX 1/S or O/S Glazed 914" x 6'l 0" 551-55 No NCTL-110-11981-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double
Max Panel Size: 3'0" x 6'7'/Daylight Opening; 1'9" x 513"
wJSidelite w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
XXO/OXX I/S orO/S Glazed 9'4"x6'10" 66/-66 No NCTL-110-1t987-1/110-11988- liSIW2009-200/PM94 S/W- 1694
Double
Max Panel Size: 3'0" x 6'T'i Daylight Opening: 119" x 5'3"
w/Sidelite w/Surface Bolts
Installation Details: AO08730/AO08731/AO11294
OXXO I/S or O/S Glazed 12'5" x 6'10" 551-55 No NCTL.1 l0-11987-1/110.11988-1/SJW2009-200/PER2948/W-1694
Double
Max Panel Size; 3'0" x 6'T'iDaylight Opening: 1'91'x 5'3"
w/Sidelites w/o Surface Bolts
Installation Details: A008730/A00873liAO11294
OXXO VS or O/S Glazed 12'5" x 6'10" 66/-66 No NCTL-I10-11987.1/110-11988-1%SJW2009-200/PER2948/w-1694
Double
1'9" x 5'3" Max Panel Size: 3'0" w S rf tt
w/Sidelites
Opening;
w/Surface Bolts
Installation Details A0o873(YA0087311AO11294
National Accreditation & Management Institute, IncJ4794 George Washington Memorial Mghway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
3ELD-WEN DOOR INSTALLATION DETAILS
CONTOURS PREMIUM STEEL WOOD EDGE
FULL LITE NON -IMPACT INSWING
UP TO 12'-0" X'6'-8" GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.R.C.) AND THE CURRENT FLORIDA.BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO TAS 202-94, ASTM E330-02, E283-04, F-331-00 AND AAMA 1304-02. NOTES ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED
FOR WINOZONE 3.
2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER.
3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL
HAVE A MINIMUM Fc OF 3000pel OR MASONRY/CMU SHALL CONFORM TO ASTM C90.
4..PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION 149"MAX. FRAMEINSTRUCTIONSFORNON -IMPACT RATED DOORS. FOR OTHER 7 1 2"
IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO
DOCUMENT #J11106 (INSTALLATION INSTRUCTIONS FO
PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN
WEBSITE: JELO-WEN.COM/LEARWRESOURCES/
INSTALLATION 6 FINISHING/.
FLORIDA APPROVED SHUTTERS ARE NEEDED
WHEN IMPACT PROTECTION IS REQUIRED.
7Q. INTEGRAL MULL POSTS 8 DOUBLE -BACK JAMBS
ARE INTERCHANGEABLE. SEE SHEET 3 FOR
MULLING INSTRUCTIONS.
S. ALL FASTENERS IN WOOD SHALL
BE COUNTERSUNK 3116" DEEP.
EXAMPLE: 3/16"---gi -
37112" MAX. O.A. NON -IMPACT LITE
FRAME TYP.
SEE SHT. #3
LU
z a -0
0 LLI Ii
ACTIVE
FIXED
1 3-0 X Sa ELEVATION
SINGLE (X) & (0)
JELO-WEN 111 1/2" MAX. FRAME--{
R D.L.O.
SI #
3 / '
I
FRAME TYP.
SIZEQUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/0 SIDELITES 8
MAX. PANEL WIDTH a 35314' S -B TALL SYSTEMS: XX ) (XXO) (OXXO) (X) (OX). (XO) (OXO)
WITHOUT WITH
SURFACE BOLTS: SURFACE BOLTS:
SURFACE BOLTS
AND ODL SMART FRAME
FS O !
55 + 60*
NEGATIVE
COMPONENT LIST
ITEM DESCRIPTION MATERIAL QTY.
1 NON -COMPRESSION SHIM 0.25" MAX. THK. WOOD AS RED.
2 2x WOOD SUB BUCK S.G. MUST BE 0.56 OR GREATER WOOD AS REQ.
3 1x WOOD SUB BUCK S.G. MUST BE 0.55 OR GREATER WOOD AS REQ.
4
I
STEEL
5 3116")TW TAPCON ANCHOR W/ 11/4" MIN. EMBEDMENT AS RFQ.
6 9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
7 8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
8 9 X 314" PHILLIPS FLATHEAD WOOD SCREW STEEL
LJ
9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylen 1 OR 4
10 KWIKSET LOCK 6ERIES 400 STEEL 1
11 KWIKSET DEADBOLT SERIES 780 STEEL 1
12 1" O.A. IG NON -IMP. SMART FRAME BY ODL PoWropylene 1 OR 4
13 3/4" O.A. IG NON -IMPACT VENT UNIT BY ODL 1 Polypropylene1
FIXED INACTIVE ACTIVE
FU(ED
OVERHANG
LENGTH*
NOTE: PRODUCT HAS NOT BEEN RATED FOR
WATER INFILTRATION. IF AUTHORITY. HAVING
JURISDICTION REQUIRES THAT PRODUCT MEETS
THIS REQUIREMENT, PRODUCT SHALL BE USED
WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = S2
OH LENGTH + OH HEIGHT IS 9 1.0 y
7ZIULL POST
GWBL Eqq SA CK OVERHANG q
SURFACE BOLTS NOT IAMBr\ RATIO
REQUIRED FOR
DP -
55 OR
LESS
12-0 X 6-8 ELEVATION
LVA
qREQUIRINGDP -55 OR LESS
DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO)
MAX. FRAME f —75" MAX. FRAME --+1 1 112 1/2" MAX. FRAME—
I
1121/2' MAX. FRAME —
6-0 X 6-8 (OX) 6-0 X 6-8 (XO)
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2013.09.0819:56:12 -04'00'
r-74" MAX. FRAME --1
DESIGN PRESSURE RATING:
SIZEQUALIFIES: FULL LITE NON -IMPACT ACTIVE PANELS WITH OR W/0 SIDELITES 8
MAX. PANEL WIDTH a 35314' S -B TALL SYSTEMS: XX ) (XXO) (OXXO) (X) (OX). (XO) (OXO)
WITHOUT WITH
SURFACE BOLTS: SURFACE BOLTS:
SURFACE BOLTS
AND ODL SMART FRAME
INSWINGPOSITIVE 55 + 60*
NEGATIVE
COMPONENT LIST
ITEM DESCRIPTION MATERIAL QTY.
1 NON -COMPRESSION SHIM 0.25" MAX. THK. WOOD AS RED.
2 2x WOOD SUB BUCK S.G. MUST BE 0.56 OR GREATER WOOD AS REQ.
3 1x WOOD SUB BUCK S.G. MUST BE 0.55 OR GREATER WOOD AS REQ.
4 10 WOOD INSTALLATION SCREW Wt 1 1/2" MIN. EMBEDMENT STEEL AS REQ.
5 3116")TW TAPCON ANCHOR W/ 11/4" MIN. EMBEDMENT STEEL AS RFQ.
6 9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
7 8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
8 9 X 314" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 4
9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylen 1 OR 4
10 KWIKSET LOCK 6ERIES 400 STEEL 1
11 KWIKSET DEADBOLT SERIES 780 STEEL 1
12 1" O.A. IG NON -IMP. SMART FRAME BY ODL PoWropylene 1 OR 4
13 3/4" O.A. IG NON -IMPACT VENT UNIT BY ODL 1 Polypropylene1
OVERHANG
LENGTH*
NOTE: PRODUCT HAS NOT BEEN RATED FOR
WATER INFILTRATION. IF AUTHORITY. HAVING
JURISDICTION REQUIRES THAT PRODUCT MEETS
THIS REQUIREMENT, PRODUCT SHALL BE USED
WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = S2
OH LENGTH + OH HEIGHT IS 9 1.0 y
7ZIULL POST
GWBL Eqq SA CK OVERHANG q
SURFACE BOLTS NOT IAMBr\ RATIO
REQUIRED FOR
DP -
55 OR
LESS
12-0 X 6-8 ELEVATION
LVA
qREQUIRINGDP -55 OR LESS
DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO)
MAX. FRAME f —75" MAX. FRAME --+1 1 112 1/2" MAX. FRAME—
I
1121/2' MAX. FRAME —
6-0 X 6-8 (OX) 6-0 X 6-8 (XO)
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2013.09.0819:56:12 -04'00'
r-74" MAX. FRAME --1
9-0 X 6-8 (OXO)
1 --111 112" MAX.
6-0 X 6-8 (XX)
SURFACE BOLTS NOT –
REOUIRED FOR A -PLICATIONS
REQUIRING DP-65OR LESS
9-0 X 6.8 (OOX OR XOO)
B (
iaJm
C,
0.
TIVE , , ACTIVE "4i0 a
z % Qo
U4 x oZZNQ
S
12/20/2012
NO
n: G.LUBBECKE
EB .N RERO L(/ .ev; S,SAFFELL
SRS
1
578 s Eer 1 a 7
f/11111
0y
ro
f
INACTIVE ACTIVE
9-0 X 6-8 (OXO)
1 --111 112" MAX.
6-0 X 6-8 (XX)
SURFACE BOLTS NOT –
REOUIRED FOR A -PLICATIONS
REQUIRING DP-65OR LESS
9-0 X 6.8 (OOX OR XOO)
B (
iaJm
C,
0.
TIVE , , ACTIVE "4i0 a
z % Qo
U4 x oZZNQ
S
12/20/2012
NO
n: G.LUBBECKE
EB .N RERO L(/ .ev; S,SAFFELL
SRS
1
578 s Eer 1 a 7
f/11111
105" MAX. FRAME 89 112" MAX. FRAME
89112" MAX. FRAME 74" MAX. FRAME
15 1/2" MAX. 151/2" MAX.
D.L.O. FRAME TYP. FRAME TYP.
SHT. #3
a d !
r r
x
J
z ( e e \
00 \ i
r \ r u,\ r
a I-.,... INACTNE ACTNE .,.,. INACTI
ry> ULL POSTS
SURFACE BOLTS NOT J
REQUIRED FOR APPLICATIONS
REQUIRING DP -65 OR LESS
8-4 X 6-8 ELEVATION
DOUBLE DOOR W/ 1-2 SIDELITES (OXXO)
OUBLE BACK
JAMB MULL
1D
7-2 X 6-8 ELEVATION
DOUBLE DOOR W/ 1.2 SIDELITES (XXO OR OXX)
53" MAX. FRAME
15112" MAX.
FRAME TYP. 53" MAX. FRAME 88 1!2" MAX. FRAME
NON -IMPACT LITE
SEE SHT. #3
15 112" MAX. 151/2" MAX.
FRAME TYP. FRAME TYP, O
37 112"_
ME
d
i
19518'
MAX.
D.L.O.
b
e
e
o
e
e
Z Oo
LA u- o M. F
ACTNE OVE ACTNE
I%ED
r
ED
4-2 X 8-8 ELEVATION 4-2 X 6-8 ELEVATION 54 X 6-8 ELEVATION 3-0 X 6-8 ELEVATION _ A S F•
r` OX) DOUBLEDOUBLE XO) TRIPLE (OXO) VENT LITE (X) ..••• ••
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
ODL 1" O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT
1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN
5/8" MAX. D.L.O.
O
J
0
a
0
J
ri
ip
a C3
1--- C3
ODL 3/4" O.A. VENT LITE
NON -IMPACT
APPLY DAP ALEX PLUS SILICONE
5- #B X 2"
PFH SCREW AT
OR EQUIV. BETWEEN
JAMBS BEFORE MULLING
EACH MULLION TYP.
8" MAX.
D.L.O.
I
3 I
FIXED ACTIVE
B3 83 I
tl8"TEMPERED -
o O O
E1/8"
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
ODL 1" O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT
1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN
5/8" MAX. D.L.O.
O
J
0
a
0
J
ri
ip
a C3
1--- C3
ODL 3/4" O.A. VENT LITE
NON -IMPACT
ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME
NON -IMPACT GLAZING DET
DETAIL A3
6) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
INTERIOR 118" TEMPERED 1l8" TEMPERED InEERIOR 314' O.A.
SIDE GLASS SS BIDE t 12" AIRDAP
12t/4'
RIOR tl8"TEMPERED -
E1/8" TEMPERED
1/2" GLASS
1 1' MAK. 1 1" MAX BR
SIDE
EXTERIOR
314"AIRSPACEIRSPACE
3/8" MIN. GLASSN. GLASS
1 3l8" -- BITEBITE
DETAIL B3 DETAIL 83 13 +
Q+••
ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME
NON -IMPACT GLAZING DET
DETAIL A3
6) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
SEE NOTE 07
ON SHEET 1
8 X 3" PFH FOR
STRIKE PLATE
EXTERIOR
INSWING OPERATING UNIT INTERIOR
Wt OPTIONAL SURFACE SOLT `; , •",.
VERTICAL CROSS SECTION
HEAD JAMB
2
1
I 1/4" MAX.
EMBED. SHIM .
SEE NOTE #7SEE
SHEET 1
EXTERIOR
1"141N. / C
4.
FIXED UNIT
INTERIOR HORIZONTAL CROSS SECTIONINSWINGSHOWN
I1/4" MAX.
1 1/2" MIN.
SHIM
EMBED.
INSWING LATCH JAMS AT FRAME
1" MIN1'
1 1/2" MIN.
EMB.
v4"
MAX.
SHIM
SEE NOTE #7EXTERIOR
ON SHEET 1
INSWING OPERATING UNIT,
VERTICAL CROSS SECTION
HEAD JAMB
HINGE DETAIL:
TOP - 8 SCREWS (ITEM #8),2 SCREWS (ITEM #8)
CENTER = 8 SCREWS (ITEM #8)
BOTTOM = 8 SCREWS (ITEM #8)
INTERIOR
SEE NOTE #
4 1 ON SHEET 1
HORIZONTAL CROSS SECTION
OPTIONAL
T_
WOOD /, \ INSWING FIXED OR
BOTTOM I !I
yERT CA
AT I NG NIIC710NRAIL \
ENDURA ZAIL4688
1" MIN. -- 4 1
2 y \
EXTERIOR' INTI
1 _ \
L
1 1/2" MIN.
EMBED.
1" MIN —I--- 1' MIN
uwrrm•a r"n vnn
VERTICAL CROSS SECTION
HEAD JAMS
OPTIONALWOOD
BOTTOM i • jj % \ ;. i ••' IL
EXTERIOR
Y
B X 3" PFH FOR I INTERIOR
STRIKE PLATE
I
1 1/2' MIN.
EMBED.
IMAX.(--
1" MIN 1" MIN
4 1" MINOM IN3 I
1 NOTES:
FOR PLACEMENT OF RW TAPCON ANCHORS IN `%%
2X BUCK OR 1X BUCK CONCRETE/MASONRYv iOPENINGS, SEE SHEET
51"MIN. 2 OPTIONALLY, ANCHOR CAN BE PLACED IN
NARROW SECTION OF HEAD OR JAMB AS
LONG AS MINIMUM EMBEDMENT AND EDGE
DISTANCE ARE ACHIEVED.
1 1/2" MIN.
ITEM #S, (#8 X 21/2") TWO SCREWS TO BE O -44
T
EMBED.
INSTALLED IN TOP HINGE AT JOB SITE,'.L 14
CLOSEST TO WEATHERSTRIP. ,CS: SEI
INSWING HINGE JAMS AT FRAME
HORIZONTAL CROSS SECTION AT 91 LL, PLACE ANCHOR IN SILL IleBASEMATERIALFORMAXIMUSUPPFSP
4
1"MIN.
tape"
1 1/2" MIN.
INTERIOR
EM
1!4"
MAX.
SHIM
SEE NOTE #7
ON SHEET 1
HINGE DETAIL:
TOP - 8 SCREWS (ITEM #8),2 SCREWS (ITEM #8)
CENTER = 8 SCREWS (ITEM #8)
BOTTOM = 8 SCREWS (ITEM #8)
INTERIOR
SEE NOTE #
4 1 ON SHEET 1
HORIZONTAL CROSS SECTION
OPTIONAL
T_
WOOD /, \ INSWING FIXED OR
BOTTOM I !I
yERT CA
AT I NG NIIC710NRAIL \
ENDURA ZAIL4688
1" MIN. -- 4 1
2 y \
EXTERIOR' INTI
1 _ \
L
1 1/2" MIN.
EMBED.
1" MIN —I--- 1' MIN
uwrrm•a r"n vnn
VERTICAL CROSS SECTION
HEAD JAMS
OPTIONALWOOD
BOTTOM i • jj % \ ;. i ••' IL
EXTERIOR
Y
B X 3" PFH FOR I INTERIOR
STRIKE PLATE
I
1 1/2' MIN.
EMBED.
IMAX.(--
1" MIN 1" MIN
4 1" MINOM IN3 I
1 NOTES:
FOR PLACEMENT OF RW TAPCON ANCHORS IN `%%
2X BUCK OR 1X BUCK CONCRETE/MASONRYv iOPENINGS, SEE SHEET
51"MIN. 2 OPTIONALLY, ANCHOR CAN BE PLACED IN
NARROW SECTION OF HEAD OR JAMB AS
LONG AS MINIMUM EMBEDMENT AND EDGE
DISTANCE ARE ACHIEVED.
1 1/2" MIN.
ITEM #S, (#8 X 21/2") TWO SCREWS TO BE O -44
T
EMBED.
INSTALLED IN TOP HINGE AT JOB SITE,'.L 14
CLOSEST TO WEATHERSTRIP. ,CS: SEI
INSWING HINGE JAMS AT FRAME
HORIZONTAL CROSS SECTION AT 91 LL, PLACE ANCHOR IN SILL IleBASEMATERIALFORMAXIMUSUPPFSP
4
NIN.
EMBED
T—
L
r
MAX.
SHIM
SEE NOTE #7
ON SHEET 1
11/4" MIN,
EMBED.
1" MIN
1' MIS
L
OTHERS1' MIN.
1
1
IN.
1' MIN.
SEE NOTE #7
FIXED UNIT ON SHEET 1
ONTAL CROSS SECTION
INSWING SHOWN
NCRETE
OTHERS
n MAX. "" OPTIONAL-/ ~ " `
SHIM • WOOD 1r
SEE NOTE 07 7 TERIORL j INTERIOR BOTTOM EXTERIORI
INTERIOR ON SHEET 1 RAIL
INSWING FIXED UNIT 5
VERTICAL CROSS SECTION 1 Ila MIN.
HEAD JAMB EMBED
INSWING OPERATING UNIT #8 X Y' PFH FOR
I W/ OPTIONAL SURFACE SOLI
STRIKE PLATE
I— 1. MIN 1' MIN
VERTICAL CROSS SECTION INSWiNO OPERATING UNIT
HEAD JAMB VERTICAL CROSS SECTION i— VERTICAL
OPTIONAL SURFACE SOLT 1 1/a• MIK
ENDURA ZAI"665 EMBED
HINGE DETAIL: T—
TOP o 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6)
CENTER - 8 SCREWS (ITEM #8) S
BOTTOM - 8 SCREWS (ITEM #8)
1 114
1"MIN.
N. MIN. FpIN.
EMB.
MASONRY
BY OTHERS
1/4"
MAX. INTERIOR
SHBG
EXTEWOR
SEE NOTE #7
ON SHEET 1 INSWING OPERATING UNIT
VERTICAL CROSS SECTION
OPTIONAL 1X SUCK
r OPTIONAL
J
WOOD
BOTTOM
R / INTERIOR ( /
I
IN FIXED OR
OPERATING UNIT
VERTICAL CROSS SECTION
ENDURA ZAIL4566
CONCRETEIMASONRY
Ai
BY OTHERS
INTERIOR
d
1• MIN.
6
1" MINS I .
114" MAX. 1 1/4' MIN. p • 1 114' MIN. I SHIM EMBED. '
EMBED. FFF""""' 1' IN.
INSWING HlNOE JAMB AT FRAME INSWING LATCH JAMS AT FRAME 1•
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
1/4" MAX.
NOTES: SHIM i
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 UT MIN,
BY OTHERS EMBED
ITEM #S, (#9 X 2 112•) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL
Al` SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB
BITE
EXTERIOR
1"MIN. p
1 N MIK SEEITEM#7
1" MIN. EMBED 1" MIN. ON SHEET 1
MIN.
EXT: IDR /%
1 -MIK I 1l4"MAX.
SHIM
1 % 1"MIN.
1 1/4"
MIN. EMBED
l" MIN. 1* MIN.
INSWING OPERATING UNIT
HORIZONTAL CROSS SECTION
I' MIN.
Z. SEE NOTE #7
ON SHEET 1 $
1
1`MIN.
I' MIN.
gp91d16ALbepyy K
SEE NOTE #7 F,
L_ l4"MAX.
5 1SHIM ON SHEET 1 /L _.•••b•. A i
114" MAX. 1 1/4' MIN. p • 1 114' MIN. I SHIM EMBED. '
EMBED. FFF""""' 1' IN.
INSWING HlNOE JAMB AT FRAME INSWING LATCH JAMS AT FRAME 1•
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
1/4" MAX.
NOTES: SHIM i
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 UT MIN,
BY OTHERS EMBED
ITEM #S, (#9 X 2 112•) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL
Al` SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB
a
1 2 3 4 5149" MAX, O.A. FRAME I ---105" MAX. O.A. FRAME
4 -\ 6' TYP. _ - 6" TYP.
tO -+{ {+-
3" TYP. 1
O3" TYP.
I 4 5 it
I I
D7 ID7
I I D71 ID7
I
2 3
I
i I I I I
6 I fB A6 4 s 7 I 7
NOTE: uJ I ! J
SHIM FOR SUPPORT AT I XORNEAREACHANCHOR /
I
X
IS REQUIRED I
1 ,
O I I -
I I
I I I (
I I I r I I
E7 IE7I I I
Ei1 (
E7I
12-0 X 6-8 INSWING 8-4 X 6-8 INSWING
60) ANCHOR LOCATIONS (44) ANCHOR LOCATIONS
FROM EDGE OF FRAME) (FROM EDGE OF FRAME) p
0
9" TYP. 9" TYP. A
t8"TYP. a
8• TYP. o 1,4 - 3" TYP C ii
112 1/2" MAX FRAME
75" MAX FRAME f-3" P.
1 p -9 -
I -6" TYP. _ _ V TYP.
1
6" TYP, _ B" TYP.-1
L U a L?
O -0
µ' C7 I I I I Q X
5
t3N I lI I I i I i
R
Z
I
1 I (
I 4
5 I
I
4 4
5 W k 6 ( 6 I
1.6
1 v X I0 - I X
I
l
o I DETAIL A6
z0 1 I I 1 (12) ANCHOR LOCATIONS AT
MULL
a I I I I I I I co POST OR DOUBLE -BACK JAMBS 3
D I ( I I I I I
I I (3-0 SID%ITfil ONLY)
d
Y i -T"
O 6-0 X 6-BINSWING9-0 X 6-8
INSWING 46) ANCHOR LOCATIONS (32) ANCHOR LOCATIONS wre: 12/20/
2012 FROM EDGE OF FRAME) (FROM EDGE OF FRAME) E. =1 --:
371/2" MAX. O.A. FRAME
8" TYP. B" TYP.
74" MAX. O.A. FRAME
I — _TYP
6"
TYP.
1
111 1/2" MAX. O.A. FRAMER" TYP
1 2 3 4 5
D D7
I I
1
D7 D7
I I
I
I
I
WE
a
AS
a
LL
2 3 4 5 vX x x O
SHIM FOR SUPPORT AT I
ITE:I
I I I I
I
1 I I i
TT
OR NEAR EACH ANCHOR 00
IS REQUIRED—TIII TE71 II
OU
E7 O I E7 E7 I O
3-0 X 6-8 INSWING f a 545
15) ANCHOR LOCATIONS 6-0 X 6-8 INSWING 9-0 X 6-8 INSWING
SIDELITE /ACTIVE PANEL FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 46) ANCHOR LOCATIONS (FROM EDGE OF FRAME)
151/2"
MAX. O.A.
FRAME
3" TYP. {..--
53" MAX. O,A. FRAME 68112" MAX. O.A. FRAME
P, 6"TYP. I+-3" TYP,
d _
T
W
I i. ILLIL7
0
a s
Q
4 5
89 1/2" MAX. O.A. FRAME----
3" TYP. 1 8" TYP. —I1 -..
1-2 X 6-B SIDELITE 4-2 X 6-8 INSWING 5-4 X 6-8 INSWING —0 7-2 X
O
INSWING
14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS (38) ANCHOR LOCATIONS
FROM EDGE OF FRAME) FROM EDGE OF FRAME) -- 6"TYP. (FROM EDGE OF FRAME) (FROM EDGE OF FRAME)
9" TYP. 9" TYP. " n P
8" TYP. 3" TYP.-+I
6" TYP,
1
P _ _
irx-
7tBOLT
31. TY
2- #8 X 3" PFH _
SCREWl`'
V
BOTTOM SHOOT = .
X It X DETAIL B7
INSERT PLUG
12) ANCHOR LOCATIONS
DETAIL C7 = "_
4 5P ASTRAGAL i
I AT ASTRAGAL STRIKE PLATE b n#76) ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7
I POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT fvl
4 'S 1-2 S DELITES ONLY) AT ASTRAGAL AT ASTRAGAL FB PE : 29
k• ;a
COUNTY
i
11ilAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11803 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474
DUARD AND CODE ADMINISTRA'rION DIVISION '1'(786)315-2590 F(786))15-2599
NOTICE OF ACCEPTANCE (NOA) _ _ +w.mlamlJade.aovlceorwmv
PGT industries Inc.
1070'1'echnology Drive,
North Venice, Fl. 34275
SCUTE:
Phis NOA is being issued under the applicable rules and regulations governing lite use of construction
materials, The documentation submitted fins been reviewed and accepted by Minmi-Dude County RIM -
Product Control Section to be used in Miami Dade County and other areas where Allowed by the Authority
Having Jurisdiction (AI -1J).
This NOA shall not be valid after the expiration data stated bolow. The Miami-Dadc County Product Control
Section (in Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right
to have (his product or material tested for quality assurance,purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately. revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Minmi-Dodo County Product Control
Section that this product or material tails to meet the requirements of the applicable building code.
This product is approved as described heroin, and has been designed to comply with the Florida Building
Coda, including the High Velocity hurricane Zone.
DLISCRIPTION: DESCRIPTION: Series "SGD-25001" Aluminum Sliding Class ;Doors w / wo
Reinforcements — Non -Impact
APPROVAL DOCUMENT: Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact",
sheets I through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed
and sealed by Lyan Miller, P.P,., bearing the Miami -Dude County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Secdon.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FISC, as
applicable are required.
1,inihations: 1. Use offable i requires No wini'orcemunts.
2. Uso of Tables 2 and 2 require full reinforcement per sheets 7 & 0 of the drawing.
3. Egress operable doors must comply with min clear width per F11C, as applicable.
4. Max 'h" nominal air space is applicable for I.G. glazing with Tnrscal Duraseal spacer,
LABELING: Poch unit shall bear a permanent label with Iia manufacturces name or logo, city, state and
series and following statement: "Miami -Dodo County Product Control Approved", noted herein.
1UNE:WAI, of this NOA shall be considered after a renewal application has been fnlcd and there has been
no change in the applicable building code negatively uffecling (he performance of this product.
URM1NATION of this NOA will occur oAcrtho expiration date or if there has been n revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as on endorsement of
ony product, for soles, advertising or tiny other purposes shall automatically terminate this NOA. Failure to
comply with tiny section of this NOA shall in cause for termination and roinoval of NOA.
ADVEICI'ISEMIENT: The NOA number preceded by lite words Minoti-Dade County, Florida, and followed
by the expiration date may be displayed in advenlising literature. If any port lon of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy orlbis entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job silo at the request of the Building Official.
This NOA revises NOA H 12-0726.03 and consists of this page I and evidence pages E,- 1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA No. 19.0609.10
u
IiLiLL1Li]
Expiration Onto: Mny 22, 2018
ApprovnlAntc: August 13,2015
0
PGT industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'.ITED
A. DRAWINGS
1. Manufacturer's dic drawings and sections (submitted under files below).
2. Drawing No.757.Rev N, titled "Alum Sliding Glass Doers-Nan-hnpnct", sheets I through 16
of 16, prepared by manufacturer, dated 09.08.04 and last revised on on 05/29/15, signed and
scaled by Lynn Miller, P,F.
B. TESTS (submitted tinder files # 12-0726.03 /#11-1018.11 / # 08-0213.03)
1. 'fest report on 1) Air infiltration Test, per FAC, TAS 202-94
2) Unifornm Stulic Air Pressure Test, per FBC, TAS 202.94
3) Water Resistance Test, per PBC, TAS 202-94.
4) Forced Entry Test, per.FBC 2411.3.2.1 (b) and TAS'202-94
Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors,
prepared by Fenestration "Testing Laboratory, Inc., Test Report No FTI. -5095, dated 12-13-
06, signed and sealed by Rdmundo I .argacspada, P.E.
2. Additional lest reports, Test report No. FTL.-3102,1113116,1TL-3117, FTL: 3596,
rl'L-4273,1"fL-4275 and FTL-4277 per I-BC,'['AS 202-94 (formally SFBC, PA 202-
94), issued by Fenestration Testing Laboratory, ]no, (Transferred from file 1104-
1220.05 /08-0213.03).
C. CALCU11,ATIONS
I. Anchor verification calculations and structural annlysis dated 05/29/15, complying
with FBC-214 (51h Edition), prepared by PGT, signed and scaled by Lynn Miller, P.E.
2. (3lazing complies with ASTMS -1300-02 &-04.
D. QUALITY ASSUItANCE
1. Miami Dade Department of Rcgulntory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STA'ITMENTS
1. Statement letter of conformance to pBC 2014(511i edition) mud letter of no financial
interest, prepared by PGT, dated 05/29/15, signed and scaled by .Lynn Miller, 11J.".
2. Letter of lab compliance, part of the above lest repurts.
G. OTHER
I . This NOA revises NOA # 12-0726.03, expiring May 22, 2018.
2. Previous NOA associated files: 08-0213.03,# 07-0309.09 and 1104-1220.05
3. 'fest proposals No(s) 07-2245 and # 04-0404 approved by BCCO.
shaq I. Chandn, P.E.
Product Control Examiner
NOA No. 15.0609.10
Lrxpiralion Dale: May 22, 2018
Approval nate: August 13, 2015
F,-1
NT_ • • i'' _ 1 •••1
1. GLAZING OPTIONS:
8.3/1 TEMPERED GLASS. TEST REPORTS'OTL-3118, FTL3117, FTL-4277 AND FTL-6096,
C.1l4' TEMPERED GLASS. TEST REPORT FTL-3102.
D. 6/8' INSULATED GLASS (I.G.), (2) LITE$ OF 3/18' TEMPERED GLASS WITH A 1/4' AIR SPACE TEST REPORTS FTL-4273, FTL4276, FTL-4280, FTL4286 AND FTL4341.
2. CONFIGURATIONS: SEE SHEET 3.
3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS,
SEE SHEETS 13 AND 14.
6. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED.
B. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD BEAM SEALER,
7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, PTL -3117, FTL-3698, FTL-4273, FTL4276, FTL4277, FTL-4280, FTL4286, FTL-4341 AND 5096.
ELCO ULTRACON AND CRETEFLEX NOA'8
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INOLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
9. GLAZING VINYL SPECIFICATIONS (ITEMS 38, 37, & 131):
a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC.
b. HARDNESS: 70 SHORE A
c, SPECIFIC GRAVITY: 1.43
d. TENSILE STRENGTH: 1460 PSI
e. ULTIMATE ELONGATION: 380%
I. MODULUS ®100% ELONGATION: 690 PSI
g. TEAR STRENGTH: 210 LOBN
3116" TEMPERED GLASS
39
3/B' GLASS
SITE
40
1/4' TEMI
TRUSEAL DURI
SPACER (TYP.)
3116" TEMPERED GLASS
3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS
GLASS TYPE B GLASS TYPE C
NOXOMIB, R MM
P.O.0 iin
NQKOM/!, ii X1974
130 NOM. 6/8'1.0.
AIRSPACE
3/16" TEMPERED GLASS
3/8" GLASS
BITE
5,/8" I.G. GLASS
GLASS TYPE D
eomm I NT81 I • 16 1 787
NOA DRAWING MAP
SHEET
GENERAL NOTES ............. 1
GLAZING DETAILS ............ 1
DESIGN PRESSURES.....,. 2
CONFIGURATIONS........... 3
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
HORIZ, SECTIONS........,... 8.8
X" &'O' CLIP INSTALL.... 9
PARTS LIST ....................... 10
EXTRUSIONS .................... 11-V
ANCHORAGE ..................... 14-1 E
y/
HDOUCPRs"m
L
Alospe-am Nn'L 1 U
o,1111111"
GEN9C''•F.Q
No.69705
TE
s9/ON1Ai1
A. LYNN t
lE1
P.E,
Res sm a
1® COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3.
EXTENDED SILL, 2 112" HIGH INTERIOR >
EXTENDED SILL, 2112" HIGH
INTERIOR 46
SINGLEJSINGLE INTERLOCK SINGLEIDOUBLE INTERLOCK (OUTSIDE)
NO REINFORCEMENT (BEE SECTIONS ON SHEET 8) FULL REINFORCEMENT (SEE SECTIONS ON SHEET 8) 45
GLASS TYPES: GLASS TYPES:
B. M-3117 6 M4277; 3/16' OR 1/4' TEMPERED C. FTL-3102; 1/4' TEMPERED
D. FTL-4280 d FTL•4285; 518" TEMPEREDI.G. 3I18"T, 1/4'SPACE, 3/18"T) D. FTL4273 8 FTL-4275; 818" TEMPERED I.O. (31181T, 1/4"SPACE, 3/18"T)
NOM. OVERALL DOOR HEIGHT EXTERIOR NOM. OVERALL DOOR HEIGHT EXTERIOR
PANEL qq ' °
WIDTH c'9 e" (8) « ) 90• () SINCLE/SINOLE PANEL . « e
INTERLOCK WIDTH ) (
70) 90" (7) 98' A SING IRI F
B +05.0 •98.8 +85.0 -70.0 84.8 -84;8 60.0 -60,0 W +85.0 -127.1 +65,01-120.0 +66,01-110.8 +05.0 -102.9 QGE
24" (20) 0 +85.0 •107.1 +85.0 -60.0 85.0 •73.8 85,0 -88.8
REINFORCEMENT 24" ( +
85.0 -130.0 +65.0 -130.0 +65,0 -120.0 +85:0 •111.4
REINFORCE
B +05.0 412.7 +58.4 •56.4 83.8 -83.6 49.8 49.8
30" (2)+
65.0 -108.3 +65.0 •100.2 +85.0 -92.2 +55.0 485.3IC30" (2°)
D +88.0 88.8 +85.0 86,8 81.4 81.4 85.9 98.9 88.0 -118.2 +65.0 •108.5 +88.0 98,8 +05,0 92.4
B +88.0 •72.3 +50,9 -60,9 46.7 48.7 43.1 43.1 85.0 -92.9 +85.0 487.3 +65.0 -80.0 +85.0 •73.8
38" (3°)
D 58.2 40.2 53,3 -83.3 49.2 -49.2
38" (aq+
65.0 -100.8 +65.0 -94,5 +65.0 -86.7 +65.0 -80,0
B 45.7 45.7 41.7 41,7 38.4 •38.4 C +58.0 -78.4 +65.0 -78.4 +65.0 •71.6 +05.0 -05,8
42" (3°)
D 52.2 -52.2M-6
47.7 47.7 43.9 43.9 D +880 -84.9 +85.0 -84.9 +05,0 -77.5 +85.0 •71.
348" B +42.0 42.0 +38.2 -38.2 +35.0 -35.0 C +80.0 80.0 +60.0 80.0 +80.0 80.0 +80.0 4)00
4°)
D'+48.0 48.0 43.5 43.8 40.0 40.0 D +86.0 45.0 485.01 45.0 +83.0 05.0 +88.0 88.0
F=lJCtRZM%0IMFlseIM
owwows Ks-"dot,I0
r„p iro lair vib
COMPARATVE ANALYBI& TABLE 2,
EXTENDEO BILL, 2112" HIOH INTERIOR
e1C
SINGLEISINGLE INTERLOCK
4B
FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 46
GLASS TYPES: SEE NOTES 1 & 2
B. FTL3116; 3118" OR 114" TEMPERED POS.
DFTL4341; SirTEMPERED 1.0, (3/18"T,1/4"SPACE,3/18°T) SILL DESIGN
OM.OVER-ALL DOOR HEIGHTar-
PANELg
EXTERIOR HEIGHT PRPESFS,
WIDTH 0 80' () ( fie) 95" (BO) C_INRII F/SING F 2 /2' +85.0
INTERLOCK
24" (20) 6,0 +55.01-105.9 +65.0 •100,0 65.0 -02.3 05.0 -65.7 REINFORCED
13!4" +35.3
INTERIOR NOT
Mr (26) B,D +85,0 •88.6 +85,0 -83.6 85.0 •78,0 85.0 -71.1 NOTES: j SILL I RATED
36" (30) 0,0 +65.0 •77.4 +65.0 -72.7 65,0 -66.7 81.5 -61.6
42" !30 8.0 +85.0 .6&3 +85.0 •85.3 69.8 59.8 84,9 -64.9 1 1
IS LIMITED TO 36 3 PSF WITH THE 13/4*
SILLHIGH
SILL.
IVE DESIGN
POSITIVE DESIGN PRESSU
ESHOWN
1
010 /14<
i'
46" (40)1 B,D +60.0 -50.0 +60.0 -50.0 80,0 $0.0 60.0 •5D.0 NEGATIVE PRESSURES ARE UNCHANGED
kr : No. 50705 '
2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH
CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE a.r
15SHOWNINTABLES1THROUGH3FORTHERESPECTIVESIZE.'•.
40/
FS,S O NA
0`
lum'. _ ,11e
DE310NPRESSURES NO REINFORCEMENT
ALUM. SLIDING GLASS DOOR NON -IMPACTJJ. 1A7R/if M C/fAMOBTMB DNEET wKOMlAf1;z
Pa few
NamwAn J4Y71
1 I , , I,
LYNN MINER, P.E.
P.E.1t 6°70°
L151 mvisN Vfil&b B rur
I" ~"
lfO016°D NT$ 2• 1B 767 N
K Old fNA>?in0
CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES:
1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48' NOMINAL
A
R.M.
INTERLOCK LOCKSTILE R
FIXED
LOCKSTILE
L.H.
INTERLOCK
WIDTH PANEL TYPES IS 44 1/8".
S LOCKSTILE qq p pASTRAaAL
2. MAX. OLD HEIGHT = 91314'
3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY6INTERLOCKNTERLOCK
COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN
TRACK FRAMES) FRAMES OVER 3 -TRACKS ARE MADE UP OF
C R.H. REVERSE
ASTRAGAL T REVER gE FIXED
LOCKSTILE
THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11
AND 12 OF THIS NOA. INTERLOCK ASTRAGAL
EXAMPLE MAXIMUM CONFIGURATIONS:
LOCKSTILE
INTERLOCK
U REVERIE LOCKSTILE A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET)
R.H.
V
A3TRA AL
FIXED r
L
FIXED
B. FIVE PANELS ON FIVE TRACKS (BY-PASS)
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
DOOR PANELS MAY BE USED FOR SCREENS. L.H. f7 R.H.
E INTERLOCK J
J
INTERLOCK
W
LOCKSTILE
DOUBLE
INTERLOCK •
LOCKSTILE
STANDARDASTRAGALF
L.H. L.H.
INTERLOCK INTERLOCK
Y
FIXED
LOCKSTILE
C
DOUBLE
G LOCKSTILE
DOUBLE
INTERLOCK
Z LOCKSTILE
INTERLOCK
LOCKSTILE lYODUCENLYtBLDIM /br14wIfbCAMHINTERLOCKINTERLOCK
ls-oso9• b
DOUBLE DOUBLE
INTERLOCK YR DOUBLEINTERLOCK FIXED
LOCKSTILEINTERLOCK
GR DOUBLEINTERLOCKE LOCKSTILEJLOCKSTILETAASTRAGAL
K INTERLOCK LOCKSTILE LR
WR
ASTRAGAL
A3TRA(A3AL
INTERLOCK
INTERLOOUBLE
CKLINTERLOCKA3TFiA0AL
DS DOURLOCK ILOCKSTILEMINTERLOCK
SD
INTE
L.H.
INTERLOCK
I ---f I
C
INTERLOCK
DOUBLE
INTERLOCK 6 LYN y
14
tt1,LYN ,
N 7 pSANDAR L.H. INTERLOCKA6TRAGAL GLN p '•,FP :
Nn. 58705
P NTERLOCK LOCKSTILE
o' ft 5 1 fug
f ND o er PANEL TYPES ';Lp •. nroNfon ••'' Z,`
NOWMIAn 3198 rre lC t,S'•........'`rl•
ALUM. SLIDING GLASS DOO6R NON -IMPACT , ONAIL
ro.Doyx
R-dfomteclnNaaovDnrva
J.J. f0'fSV1f M DCNAN087Nl88NEET
R MOiM. 8riirte N e s 8e7 uov
NDKOM1d (1 71774 VLrby Bettor NT9 A. t.RE1 0705
F.K. Obb aw dJ. omm
8002m 9 -,le 787 N
44 1/8" MAX. DAYLIGHT OPENING FOR 48" NOMINAL, ALL CONFIGURATIONSIF--
MAX.
HHT.
L=
48' NOM, MAX. PANEL WIDTH
M
48" NOM, MAX. PANEL WIDTH —{ ---=i
oxo
98'
4AX.
HT,
48" NO . V
Xp or p OX or XO
DLO
raonocrarnsto
ncoupw wk%4xFbdb
srw.scoa
Ateptra N• 64011O . 0
fepitllsv 01111
757314"
913 98'
MAX. so
MXDAYLIGHT
HTOPENING
48" NOM. MAX. PANEL WIDTH
DLO
raonocrarnsto
ncoupw wk%4xFbdb
srw.scoa
Ateptra N• 64011O . 0
fepitllsv 01111
HT.
913 98'
DLO
hIDAYLIGHTM
ING
WIDTH
NSEAf l
48" NOM. MAX. PANEL WIDTH —i +---^I
OXXO or XXXX
98'
MAX.
HT.
1
48" NOM. MAX. PANEL WIDTH +=
oXXXO or OXXXo
BTec7w&MYORNE -
RR. NOWAVAPL 341/
031214 Wi/bly Bruer
NOTES:
1. SEE SHEET 3 FOR PANEL TYPES,
2. DLO WIDTH v NOMINAL WIDTH - 3 7/8'
3. DLO HEIGHT o DOOR HEIGHT -4 1/4"
raonocrarnsto
ncoupw wk%4xFbdb
srw.scoa
Ateptra N• 64011O . 0
fepitllsv 01111
913 98'
HT
hIDAYLIGHTM
ING
NSEAf l
N..58TO5
jr ztTTE
l5.' w
DNS
LASS DOOR NON -IMPACT S/ONrA4 VtlA. LWA MICeak P.E. t
4 19 787 N P.E p 56705
212
Fr -I r
u u
216 (5 - TRACK HEAD & SILL SH 1 214
215 21
HE
Cc
NOTE
MAX.
SILL
z&_'_ a It I MUM -
212 f 7 r -i
u
216
5LJ
TRACK HEAD dt SILL SHO
1 74
215
217 - — -
STANDARD SILL pamglmamm-
P.O, BOX /03i
Nacuv asu
1XIM ' u i i 1bL
r_mlll lll®
NOTE: ITEM 74,
INTERIOR SILL IS
NOT APPROVED
WHERE WATER
EXTERIOR
INFILTRATION IS
REQUIRED.
21. r
VERTICAL SECT,
INTERIOR SILL
VERTICAL SECTIONS
ALUM. SLIDING GLASS DOOR NON -1
ean doo 1/2 5 • 16 '- 757
moDuctpevim
onooAMdlu 7e1o/
w" bMdM- atm.d rT'T.
fO
ifpl+MBO ONe $
Aire
LYNN
u
A`. s'ntt r ;' amu;
A LVNH Mlul>?A. A.
P.E.M W05
SECT. D•D SECT. E•E
SECT. A -A - = r f' 4 INTERIOR
ALL SECTIONS)
EXTERIOR
i ---
SECT. C -C
SECT. &B
G SI G OC X MP 0 EIN (TABLE 1, SHT. 2 DESIGN PRESSURES)
69 P4 OR 12
x X
OR &
6 1 OR
SECTA -A 106 OR 6 -US LEGS: L -FCL_: C -C
VA LE INT CK LoCKSTI ASTRAGAL
AT P -HOOK 5M•..3•_B
nn,iviaB SINGLE!sInlrl F INTERL OCK
Q OR776OR106OR0
p
C.
O O —
L
p p AIR SPACER, _
TYP, ALL SECTIONS USED ONLY WITH
FIXED PANEL,
x,
SECT• E -E
FIXED TO MOVABLE SI GL SI GLE INTERLOCK I nr'KSTILE AT JAMB
P,0.8 fL t71 I Vblbh Becur 8
MOM 1ACLt7_i
LASS DOOR NOW
6 r 16 757
V
mooucrpivum
easc=*b at ""a
Mupt eeNeii U
e:retMl DeN '$
W;
S :'10EN3''•.F.f
No. 50705 •• * /
IV0 Olr
VS
A. LYNNViLLW P.E
P.E.0 05705
SECT A -A
SECT, H H SECT. E -E _
4 INTERIOR
o \ - — --
o 0 (
ALL SECTIONS)
EXTERIOR
SECT. F•F J SECT. 0.0
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
OR 108
SECT. A—A
los OR s
MOVABLE INTERLOCK
SECT, G—G
AT P—HOOK SECT. F—F
L OCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK \
76 AND 77 8 OR 106 X OR O l T 1 OR 101
U U^ AIR SPACER,
TYP. ALL SECTIONS USED ONLY WITH
FIXED PANEL, S
V
SECT. H—H
FIXEDTO MOVABLE SINGLE/SINGLE INTERLOCK
v.o.eon In
NOnG.Nf FL SUM
L
SECT. E—E
LOCKSTILE AT JAMB
r7vnrcvrvrnc OCL, r rv+vO, in0LIZ c -
ALUM. SLIDING GLASS DDDR NON -1
e00200 1 112 7 • 1B '— 757
D
Pponucrneto rkda
x„01 L %
7C' No' 507os
re0
A. LYNN MILLER, P.E.
P.E.S 01707
SECT. A A SECT. J -J SECT, E -E
INTERIOR
ALL SECTIONS)
EXTERIOR
SECT. I•I SECT, 0-0
SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES)
89
24 OR 121
6 OR 106
46
Inv
46
1 OR 101
XL7045 ——
0 OR 106
SECT, A -A
MOVABLE INTERLOCKEINTERLOCK
AT P -HOOK
76 AND
I
33 OR
SECT, I_I
MOVABLE SING DOUBLE INTERLOCK
1
MINTERLOC
SECT, G -G
LOCKSTILE AT ASTRAGAL
XORQ Q OR 101
USED ONLY WI'
FIXED PANEL,
SECT, E-
AJAU
v TI'C10401.00YOn"
f7vf%14yiy N46 OGI+f IVIyo, IP7GLG J L
NoxowaFl w's
ALUM. SLIDING GLASS DOOR NON -I
P.O. Bqx edPD
Nacrx+l4 a t+> Vplbl Ustur 1/2 1 B • 16 .."- 767
L nSIP
e,-
1111111
L1Cl-'.NSE '•. F
No.55YO5 /
A LYNN MILLER, P.E.
P.E.N Was
m
2) FIXED PANEL BRACKETS INSTALLED
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB
1) TRACK CLIP ASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
ss a
I e
ti /
67 66
61010, .11100'
10.12 aqx lam
NOKOM1410L 31271
Cl) FIXED PANEL CLIP (TOP) INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
INSTALL W! 010x1' SM9 (4)
76 R&INSTALL #I Ox 3/4'
PANEL SCREWS (2)
78 63
7777
INSTALL W/ 3r, I / INSTALL W/ 010x1" SMS (4)
x1"
SM RE -INSTALL 1/4.203M3 (2)
PANEL SCREW (1)
lk_
i
1) FIXED PANEL CLIP (BOTTOM) INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL ROOtICt RLY181D
ta/saYYt Ml s/
FIXED PANELS , M .
cwar
LYNN A"/,
TRACK CLIP & FIXED CLIPS INSTALLATION F dItIOA.•''\t,,
LaFM MICLEFL d.E.
P.E.05WO5
ALUM, SLIDING GLASS DOOR NON -IMPACT
va@y sc urA.
someoo 1/2 8 16 767 N
i .880 1-- I ,890 1--
1.376
062
1.378-i .082
45 REINFORCEMENT 46 REINFORCEMENT
1 1.036 I-'- 18001- --
I.G. TOP RAIL TOP RAIL
MAT'L: 6063-T5 MAT'L: 6063-T5
111 #
618
11 #
706
2.310 --" I --
2.310 - r
n rug
I.G. DOUBLE INTERLOCK STD, DOUBLE INTERLOCK
MATL:6063-T6 MAT'L: 6063-T6
134 #745 33 „ #7348
082082
2.438 2.430
1 .690 N- -.-I ,890
I.G. BOTTOM RAIL BOTTOM RAIL
MAT'L: 6063-T6 MAT'L: 8063-T5
i f #
619
15 #
707
r- .600 6001.* -
1.611 1.
250a
45 REINFORCEMENT 46 REINFORCEMENT
MAT' -TB MAT'L- 6043-T6
75563
ITEMS 45 AND 46 LENGTH - PANEL HT. - 4 1/4"
2.662-
2.845
662'
2.845
L
I.G. ASTRAGAL
MAT'L: 6063-T6
121 #737
r- 2.437 -
1.00332
I.G. LLE 1
101 MAT'L:: 6068063-T6
736
2.437
1.032
082
STD. LOCKING STILE
0 MAT'L:
708
1.675
11
2.848
126 L
H.D. ASTRAGAL
OMAT'L: 6063-T6MAT'L:
O O
O O
1.760
r
1.000 -
I
126
2.000 O
007777 FIXED PANEL CLIP, BOTTOM
MAT''
717B
6063 -TB
P.O. BOX laic
NOHOWAFL W14
O O
I
O o
I 1,760
1.000 1•--
1.760
126
1 2
FIXED PANEL CLIP, TOP
78 MAT'Li76063-T6
8G02" I NTS 1 11 o 18 1 767
I"'-- 2.310
1.48
L
I.G. INTERLOCK
MATL: 6063-T6
f0 #
735
2.310 -+
1.462 L093
1_
STD. INTERLOCK
MAT'L: 6063 -TB
O705
n°o.l.l cbrm%
Y
B14-
04 LYNN 4 '/''
No. 60705 '•
FSS, ' • <
A LYNN RE
P.F 66705
1.687 REF. tR000Cf 86V1aR0
ANCHOR +- )~{ •062
rauuMlilM/
NAM
I HOLES
III --
I
AiMw U 0
1.760 .600 fNkdwOMlt B
750 +
062 --1 + 20 OPTIONAL SCREEN
4.678 RAIL, POCKET
MAT'L: 6063-T5
666
72 2 - TRACK EXTERIOR SILL
MAT'L: 6063-T6
7038
550 --1 I--
1.687 REF. TIANCHOR
I+ HOLES 1,760
062
t '
802 0 luuurrrII+-
T 22 HI -RISE TRACK ADAPTER .`014 ..LYNN 4fi'%,
3.798 MAT'L; 6063-T5 iS,•' 410ENOF'•,t
732 Yt
74 2 - TRACK INTERIOR SILL _ No. SU05
MAT'L 6063-T6370 $
Al kE; Cr((j`
f f:E 1rE y0a +• EXTRUSIONS, FRAME t` ' •<ora0n,.•'Z
fm.
M CFNNOE7N188NEET tCNOXONf fLJlis?$ '1S`4 '•' NN"'N
NAL
Pa +
ALUM. SUDINO GLASS DOOR, NOWUPACT '' till it I I '
L swig N I BNEQf N0llgyrg, F6 y+tT Visibly Better —
Q"i°0M' A. LYNN MILLER P.E.
am tr« Bft02800 NTS 12 • 15 757 N PEA 50705
f+--- 3.624 --
1.000
2.500
REF.
062I1.887
ANCHOR
HOLES
082 •-+II-
71 2 - TRACK HEAD 70 HI -RISE TRACK ADAPTER
MAT'L: 6063-T6 MAT'L: 6063-T5
702 722A
L r— 3.600 062 2.370 — {
887 FFT— , IT—REF.
060
T ANCHOR HOLESANC 1.010
2 - TRACK JAMB HOOKSTRIP73MAT'L: 6063-T6 69 MAT'L: 6063-T5
704 740
1.687 REF. tR000Cf 86V1aR0
ANCHOR +- )~{ •062
rauuMlilM/
NAM
I HOLES
III --
I
AiMw U 0
1.760 .600 fNkdwOMlt B
750 +
062 --1 + 20 OPTIONAL SCREEN
4.678 RAIL, POCKET
MAT'L: 6063-T5
666
72 2 - TRACK EXTERIOR SILL
MAT'L: 6063-T6
7038
550 --1 I--
1.687 REF. TIANCHOR
I+ HOLES 1,760
062
t '
802 0 luuurrrII+-
T 22 HI -RISE TRACK ADAPTER .`014 ..LYNN 4fi'%,
3.798 MAT'L; 6063-T5 iS,•' 410ENOF'•,t
732 Yt
74 2 - TRACK INTERIOR SILL _ No. SU05
MAT'L 6063-T6370 $
Al kE; Cr((j`
f f:E 1rE y0a +• EXTRUSIONS, FRAME t` ' •<ora0n,.•'Z
fm.
M CFNNOE7N188NEET tCNOXONf fLJlis?$ '1S`4 '•' NN"'N
NAL
Pa +
ALUM. SUDINO GLASS DOOR, NOWUPACT '' till it I I '
L swig N I BNEQf N0llgyrg, F6 y+tT Visibly Better —
Q"i°0M' A. LYNN MILLER P.E.
am tr« Bft02800 NTS 12 • 15 757 N PEA 50705
6.218 1
1.000 .
750
T- .062 --j T
20 3 - TRACK HEAD
MAT'L: #60363-T6
062
887
6.094 =i
209 3.- TRACK JAMB
MAT'L:#632 3-T6
ADDED FRAME COMPONENTS
4.0,6 --j 1
960 I .760
TU U .
062 - 11-
0
211 ADD-ON TRACK HEAD
MAT'L: #66063-T6
062
818.7
3.187 'T
2 - TRACK FRAME,
21 JAMB ADD-ON
MAT'L:# 606 3 -TB
I--- 3.002 ---I
1.000
T -+II+ ,002
ADD-ON TRACK,
21 FOR FRAME HEAD
MAT'L: 6063-T6
614
440 -
082
828
j 2.384 -17
222 1 -TRACK SILL, LOW -RISE
EXTERIOR W/ ADD-ON
MAT'L:#6063-T6
1-- 1.600 --1
1.000
062 -1-
OADD-ONADD-ON HEAD
216 MAT'L: 6063-76
634
062 .062 1, .062 .062
662 _ 682
662
T 2.446 T- M.- 1.644 T- - 3.796 (4YNN2.204 ,•,,,QN,........;/
2f5 ADD-ON TRACK W
2 -TRACK SILL, 1 -TRACK SILL,
SCREEN FOR FRAME SILL 217 1 -TRACK ADD-ON SILL 119 INTERIOR W/ ADD-ON 22 INTERIOR W/ ADD-ON * No. 66705
MAT'L: 6063-T6 MAT'L:#6363-T6 MAT'L: #6373-T6 MATT:#6363-TB _
618 : a
S --r a
mow+ Lt ' , 5 ,{ s ' 4,J,
7 c s r
a7s7ecNxoLoorcans
EXTRUSIONS FRAME CONTINUED % `' • F<on o., '' ',
a. Henan+ M wawasma8wEr Naww+w asu7a 1'S ONAL' G
vas
ALUM. SLIDING GLASS DOOR NON -IMPACT
M aceta N 'm r .- u$ A, LYNNIGI4l ,'P.E.
ar
NacanAast77a vu b(7 Betar NTS 13 + 16 767 N P.E.06!705
FX [ amm
Pmmctatvlsw
g7khwlDorllafia
082 082 l
1.250 •--
082
440 -*-I +-! 1 bobld" a" _ 81.2b0
662 682 682S
627 6 [S
Ti0.184 6.662 3.986- -=
3 -TRACK SILL, EXTERIOR
210 WMAT'L:
SCREEN
214
3
MAT'L: 6063
ADD-ON
6
SILL 218 2
EXTERIOR
CK SILL,
ADD-
LOW -RISE
MAT'L: 6063-76
6063RAIL
T6 615
638
633
062 .062 1, .062 .062
662 _ 682
662
T 2.446 T- M.- 1.644 T- - 3.796 (4YNN2.204 ,•,,,QN,........;/
2f5 ADD-ON TRACK W
2 -TRACK SILL, 1 -TRACK SILL,
SCREEN FOR FRAME SILL 217 1 -TRACK ADD-ON SILL 119 INTERIOR W/ ADD-ON 22 INTERIOR W/ ADD-ON * No. 66705
MAT'L: 6063-T6 MAT'L:#6363-T6 MAT'L: #6373-T6 MATT:#6363-TB _
618 : a
S --r a
mow+ Lt ' , 5 ,{ s ' 4,J,
7 c s r
a7s7ecNxoLoorcans
EXTRUSIONS FRAME CONTINUED % `' • F<on o., '' ',
a. Henan+ M wawasma8wEr Naww+w asu7a 1'S ONAL' G
vas
ALUM. SLIDING GLASS DOOR NON -IMPACT
M aceta N 'm r .- u$ A, LYNNIGI4l ,'P.E.
ar
NacanAast77a vu b(7 Betar NTS 13 + 16 767 N P.E.06!705
FX [ amm
L_
A &SILMAW—HOCLUSTERS -JAMS & P K ANCHORQUANTITIES A13 E 4- NoTES;
1. ANCHOR TYPES:
DP TABLE REF. > MLE 1)1/4' ELCO ULTRACON 2)114" ELCO SS4 CRETE-FLEX 3)1112 STEEL SCREW (G6)
GLASS TYPE >
INTERLOCK & > ' 2, GLASS TYPES: B'- 3118" TEMPERED C • 114' TEMPERED D - 6J8"TEMPERED I.G.
REINFORCEME MEAD & . HEAD &
ANCHUKTTPL BILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3. INTERLOCK AND REINFORCEMENT KEY:
SUBSTRATE CLUSTER CLUSTER CLUSTER BSN - SINGLEISINGLE WITH NO REINFORCEMENT.
p p p O O o 0
hl
OSSR- SINGLEISINGLE WITH FULL REINFORCEMENT.
SDR - SINGLEIDOUBLE WITH FULL REINFORCEMENT.
Nom. I
PANEL UNITI IC 4, ANCHOR QUANTIITIES AS D ON THE FOLLOWING SPACING:
MOTH x HT.C4 C4
x 0. JAMBS AND P-HOOKS SPACING - B" MAX. FROM CORNERS AND 28" MAX. O.C.
1084.000
80.000 O C6 04 . ff . B_ .1. 4 4 14 Cb dif L` U b d 8 d GAB Off Gaff g N (f 8 d HEAD AND SILL SPACING - 6' MAX, FROM CORNERS AND 22 6118" MAX, O.C.
ee,000 'C cff 'C4 . . A...., ff....4... 4 ...X CW cd' Zff ._...g...8- -d.:...... 4' CB 'C Cff -1 ._.. .._tl.....tl.._8.
x 8 . C 6 C C 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL30,000
84.000 $" "d' 69 aA' C'ff '-1i" 'A' "-A' "'E "'!)"''" CA' Cff' "'66 "W" '10' "'ff" "' ' !" CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
90.000 Cff C8 it " 8- "4-11...".. L'If"Cff C '" "8 "'ff ' ' g" "4' Cff 'Cff 9" 'i0 1tl' -ff" " "'6" ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
Wow - C• - g ••g• 4 4" ••4• C• ff "if 'E •g' "ff "" " L"ff L a3 ' "'ff" "11 "'6' SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
x
SILL AND JAMB TRACK SECTIONS.
84.000 CB'Cff .., ff. .._tl. 141 tl.
1e•MAx.
9o.000 ve ff "Y ... ..•..•,d, ... 'CZj'Zttl' L"tl "ff 6 . „ ,,.e rd9e,000 Cff i N, •g- ,ff _6 ..T, 4* _4 Zr' L. _A.. _.T'l- "'I .ff. _Eb i ' 1 .,ff .ff.._ff ANCHOR '1 MAX.
42.000 x
Ca C66 ca L ,
ea,000 C" 75t ..• •.,....,.4_ ..4_ .4,g .C,{ .g, ,.tl_ .... , ,.g,. "ed t tl "i6...itl i'b ...tl., tl. ,tl, ocATrrP. _
90.000 C. "C'i' ff__, ,... _...x' Cb Cff tl. _.,. _g. g.. ,.g Z"9' {b. • i6. =—
l d Z"a ,...g.....tl...... ,..4,...A......5 Cd C4'G.+ .g.. ,..tl....tl....A.......1.
Ctl C 'i3 i ..tl _ ........
0 x 80.000 C „6,, ..,..
4' b CG`S C 8. '. Ij ...ff ff••
a _ B 8 ASTRAGAL OR Pnpnuct alsvLseo58.000 Cd C4 Za .: _...- . _
44...
4 4' C9 L6 G14. _b.. _.ff........g .. ...
4 OA..00' C4."g.,...b .itl ...ff........_ff, INTERLOCK,
r0piICfR
MlMtbtky
84.000 - N) ANCHOR CLUSTER • C4 MyUS xo C p
90,000 U C4' C4 $ 8' g...Cff Ci). "C'd.. .ib..ib...0.....8....,.
el3.000 'C'd C4 ....tl........ a. 4.. •e cN 'C...g. _. ff...tl_ ..a........el c9" C 'iif . ftl. _.d ... _.tl.....ff.
1e" MAX.-
ANCHOR LOCATIONS, -+
8'
TYP., (2) PER HEAD & SILL I MAX.
1 11/18• MIN. O,C, TYP.
46" NOM. x--48' NOM. 48" NOM. 4B" NOM. rr ACHOION, L SO
10i'MIN. (2)
ANCHOR 28p' HEADCORNERS, ORNER
ILL
6/18" MAX. O C, AND CO
Bl ANCHOR CLUSTER • CB
T PER AT LOCATION,
00' 28" MAX. TYP., (1)- AT EACH ASTRAGAL OR INTERLOCK.
4MIN.. JAMBS, PER AT _T JAMBS & P-HOOKS S" MAX. FROMMAX. O.C. JAM88, SEE
O
1. SHT.16 FOR P-HOOK CORNERS AND 2B" MAX. O.C.
MULTI- ATOTAL AT HEAP - 30 ANCHORS
TRACKS TOTAL AT SILL - 30 ANCHORSAPPLICATIOJTOTALATJAMB - 8 ANCHORS ` 1y /(
4"
TOTAL AT P-HOOK - 6 ANCHORS 3".,• 'GENSB'' • FP
8M: f81ANCHOR CLUSTER CS ''•.')''
8' MAX. 22 6118' MAX. O.C. HEADI8ILL CLUSTER LOCATION TYP.
it No. 50705
48" NOM MAX. SEE C4, CS OR CS CLUSTER DETAILS ! tiYr'L--:.
4u z. FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE
CLUSTER DETAILS U` —
alloox9"8PAMOaAV8fWur HftTr NOre. ANCHORAGE SPACING
IPM1EpMCL00Y0RA'H
ti — ;?/pNM. ``
Jr latavrl M cruNoeixmenear Hmom, `$wo
ALUM. SLIDING GLASS DOOR NON-IMPACT '' 011111
LM. Mdla H
P.O, pp Iatl wrwmt_ Iiiar A. LYNN MILLER, P.E.
NOXOM!! PL &P71 V4(b)y 6etfn Bmf NTS 14 - 16 767 N RE' 55705
R.N. OMX4W dJ... 0 em
CONCRETE ANCHOR 3.4 KSI MIN. CONC. ® 1" MIN. E.D., TYP. (2)
1 3/8" MIN. (SEE NOTE 1) 1314- MIN. E,D, (21/2" FOR 1.687 2x WOOD
TYP. (2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1' MIN. E.D,. )............ APPLICABLE TO HEAD OR JAMBS
TYP. (2) r:' t'• ... WOOD ANCHOR
14CRETEFLEX),
r,•y NOTE 1.
18.1/8 AL. MIN.
SEE NOTE 1)_ _8083-T6
1.694 1x WOOD BUCK • t T MIN. (EXTERIOR)
p,C• (SEE NOTE 2)
EXTERIOR)
1.687
114" MAX. SHI 171/4' MAX. SHIM L-#12SMS
2x WOOD O.C. WOOD ANCHOR
SEE NOTE 2) DETAIL - C DETAIL - D DETAIL - J
SEE NOTE 1)
114" MAX. SHIM h"- (EXTERIOR) T T 0 S
DETAIL - F
SEE NOTE 1. - )
1l4" MAX,
SEE NOTE 8)
WOOD ANCHOR
1.5 KSI MIN. CMU
SEE NOTE 1) _
Y
9,'-3.4iC,.. KSI MIN. CONC.
T{j l3/81 MIN.
L
CONCRETEH14.'M
DETAIL -13
Y 1.694
ANCHOR N.(
SEE NOTE 1) Y:I"• FOR
CRETEFLEX OR CMU)
1x WOOD BUCK 7' (2)
SEE NOTES 2) EXTERIOR)
NOTES: TYPICAL FRAME HEAD INS ALLA I N
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 114" SS4
CRETEFLEX EMBEDDED 1 314" MIN, THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 181 314" (2 1/2" FOR CRETEFLEX OR
CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8• MIN.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1112". WOOD BUCKS
DEPICTED A8 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION,
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM
STRUCTURAL MEMBER SHALL BE OF. A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, 0 AND F
ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A N12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J).
IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA M Y BE USED,
4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL ISNOT REQUIRED. IF USED, NON -SHRINK,
NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
THAT 18 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY
THE AUTHORITY HAVING JURISDICTION. Rp
DETAIL - E
TYPICAL FRAME JAMB INSTALLATIONS
NOTE 1. —1
CONC. ANCHOF
SEE NOTE 1
3.4 KSI MIN. CONC. r— Ix WOOD BUCK, (SEE NOTE 2)
CONC. ANCHC
SEE NOTE
WOODI
SEE
11/4"
D.
3l8" MIN.
1.687 O.C.
1l4" MAX,
SEE NOTE 8)
WOOD ANCHOR
SEE NOTE 1) _
Y
EXTERIOR) T{j l3/81 MIN.
1" MIN. E.D,,
TYP. (2),& 2x WOOD
DETAIL -13 SEE NOTE 2)
2x WOOD
SEE NOTE 2) 114" MAX.
1.687 O.C.(
SEE NOTE 4)
EXTERIOR) !:1'i;"s.j), : +;i• NOTE 1,
3/4" MIN, E.O.(2 1/2" m
CONCRETE ANCHOR J FOR CRETEFLEX), TYP. (2)
SEE NOTE 1) 3.4 KSI MIN. CONC.
DETAIL -A
TYPICAL FRAME SILL INSTALLATIONS
EXTERIOR) (EXTERIOR) (EXTERIOR)
DETAIL - G DETAIL - H DETAIL - I
TYPICAL POCKET P -HOOK INSTALLATIONS
Ad OOx I=
NOW18, n UV4
16 0 18 1 767
Cl REVISED
la clow rb{ rIM eb gMA1
Meryltta Nu 0./v
94*1 "Deh
N" .I LYIIN
1'.•'1ceNSC,,F.p
Y
No.56705
it
ait
NAT.
A. LY 71•/ Ml Ft
P.E.M 6!108
1.89
IN. o•
JAMB INTERIOR
7 6 5 4 3 2
7 L_
1.69
6 MIN.
O.C.
ANCHOR LOCATION, TYP. T5
4
13
NOTES ON POTENTIAL ANCHOR LOCATIONS:
2
1, ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4,
SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN
rawooan u
yycrhynrvleeo
THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER
SILL ANDDIMENSIONSFORANCHORSARE1.6V AT HEAD AND etlaehelke
1.69' FOR JAMBS.
22. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 1<eL—.UA 4K iF
FRAMES ON SHEET 16 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR M Yi,IE MWN
TRACK SECTIONS.
3
n, 5t I 4 4 II I 4
5
1 4 + A 6
HEAD/SILL EXTERIOR
ry
HEAD/SILL INTERIOR o', fill,,
7
t,p% Qyb.•' ,CI:Nq:
Nu. 58705 ' "•'
N.O. l=
r e ve ' ° s FRAME POTENTIAL ANCHOR LOCATIONS 6S' •....,,,, V'r
05MISeneeT
oTorecNNaooramve
Nacoheanl1a e TM S/c)NAIr. la+an+ a
FW, ALUM. SLIDING GLASS DOOR NONIMPACT
MIRna
LM. "'vf6 N
m
eBaQXr
ffl"e FL llne Viulbb
p^'o
eaOYeoo 1/4 1e - 1S 767 N
A. LYNN MILLER, P.E.
PAA 50705
R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
G' P O. Box Xi0 Vahico. FL 33395 Phone 8] 3.6599197
Ronda Board of ProfRsonai Engineers Cer66rate of AudxdzKion No. 9813
Product
Sub Category Manufacturer Product Name
Category
PVC Extrusions
ETC 97-26440910 ASTM D635-96, D1929-96, D2843-93
D638-96 and 626-95
Silved ine Building Products Corporation Serres 70 - Model 2127FL
Windows Single Hung
One Silvertine Drive Extruded Vinyl Single Hung Window
Anchoring RW Building Consultants, Ina (CA #9813)
North Brunswick, NJ 08W2 wl or wrout Fianga
4. Quality Assurance
Phone 732435.1000 Non4mpact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998)
for Silveri ine Building Products Corporation based.on Rule Chapter No. 61620-3, Method 1d of the State of Florida. Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has.been evaluated and :is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
including the 'High Velocity Hurricane Zone' (HVHZ).
2. Product anchors shall be as fisted 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 Florida Building Code.
4. When used in area outside of the "HVHZ' requiring wind bome debris protection, this product is required to be protected with an impact
resistant covering that complies with Section 160,9.12 of the FBC.
5. Site conditions .that deviate from the details of drawing FL -1491121 require further engineering analysis by a Iicensed engineer or
registered architect.
6. This product meets water infiltration requirements for "HVHZ".
7. See drawing FL -1491121 for size and design pressure limitations
Supporting Documents.
1. Test Report No. Test Standard
TEL 01410311 TAS 202-94
Materials PVC Extrusions
ETC 97-26440910 ASTM D635-96, D1929-96, D2843-93
D638-96 and 626-95
2. Drawing No. Prepared by
No. FL -14911.21 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Ina (CA #9813)
ASTM El 300 Glass Load Lyndon F. Schmidt. P.E.
4. Quality Assurance
Certrfic 2te of Participation issued by Window acid Door Manufacturers
Association, certifying that SilverLine Building Products is manufacturing
products within a quality assurance program that compries with ISO/IEC
17020 and Guide 53.
Shoat 1 of 1
Testing Laboratory
Testing Evaluation Lab.
ETC, Laboratories
Signed by
Lyndon F_ Schmidt, P.E.
J. L Doldan, P.E.
Sinned & Sealed by
Lyndon F. Schmidt, P.E.
he
Sflvefflnek
by,Andersen
WINDOWSDOORS
SERIES 70 - MODEL 212 7FL
EXTRUDED VINYL SINGLE HUNG WINDOW
w/ or w/out FLANGE
NON -IMPACT'
GENERAL NOTES
I. This product has been evaluated and is In compliance with the 5th Edition (2014) 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 "HVHT' 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 'HVHT' requiring wlnd'borne debris protection this product 4
required to be protected with an Impact resistant covering, that complies with Section 1609.1.2
of the FBC,
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
6. Site condl8ons that deviate from the details of this drowing require further engineering ondysls
by a kensed engineer or registered architect.
7. This product meets water Infiltration requirements for "HVHr.
OVER9LL
TABLE OF CONTENTS
SHEEN PESCRIPflON
DE51CjN FE$SUt}E (FSFJ;
ca a eva on, es n ressures & FLeneral notes
2 Horizontal & vertical cross sections
3 Horizontal & vertical cross sections
ABuck anri frome onchorinq
5 Bill at materials, 91cizing details& com oven
OVER9LL OVE!(ALL
5325" MAX. OVERALL FLANGE WIDTH
GLASS DE51CjN FE$SUt}E (FSFJ;
52.00" MAX, OVERALL FRAME WIDTH
TYP POSff1yE ;NEATf/ED,1MENsl- N Q„-hMENSION ;: DIMENSION
6316"x63,58” 52.00" x 62AW 47.69" x 28.25' 62.8 -65.0:
O
G1, G2
53.25' x 74.08" 52.00" x 73,00' 47.69" x 33.50" 55.0 -60.0
0SO
i
x
LL lo
Ii
I
OVER9LL OVE!(ALL MA`X GLASS DE51CjN FE$SUt}E (FSFJ;
TYP POSff1yE ;NEATf/ED,1MENsl- N Q„-hMENSION ;: DIMENSION
6316"x63,58” 52.00" x 62AW 47.69" x 28.25' 62.8 -65.0:
G1, G2
53.25' x 74.08" 52.00" x 73,00' 47.69" x 33.50" 55.0 -60.0
FL -14811.21
ar —L or 8
i/
e
41
3 2 3 3
2-1 ABOVE THE MEETING RAIL
1N
INTERIOR
EXTERIOR
I.1/4" MIN. 37 8 O THE MEETING RAIL BELOW THE MEETING
EMB. TYP. i Rll NTAL CROSS $EMON
Shown W/ 2X buek
NOTE:
1, LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH )2) 88 x We
SELF TAPPINGSCREWS.
2. LOCATE SASH KEEPER 6,S' FROM EACH
ENO OF THE MEETING RAIL, FASTEN
WITH )2) N6 x 3/4" SCREWS.
ABOVE THE MEETING RAIL
EXTERIOR 11 ) L__ /1 INTERIOR
v•
I-
1-I/4"MIN..
EMB. TYP.
2 ERTI AL CROSS SECTION
Shown W/ 2 buck
N"uu2'
m 103012
N.T.S.
ML en JK
W vn LF'S ;
mm noa
FL -14811.21
i
O
i
x
IIHi
a
3 2 3 3
2-1 ABOVE THE MEETING RAIL
1N
INTERIOR
EXTERIOR
I.1/4" MIN. 37 8 O THE MEETING RAIL BELOW THE MEETING
EMB. TYP. i Rll NTAL CROSS $EMON
Shown W/ 2X buek
NOTE:
1, LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH )2) 88 x We
SELF TAPPINGSCREWS.
2. LOCATE SASH KEEPER 6,S' FROM EACH
ENO OF THE MEETING RAIL, FASTEN
WITH )2) N6 x 3/4" SCREWS.
ABOVE THE MEETING RAIL
EXTERIOR 11 ) L__ /1 INTERIOR
v•
I-
1-I/4"MIN..
EMB. TYP.
2 ERTI AL CROSS SECTION
Shown W/ 2 buck
N"uu2'
m 103012
N.T.S.
ML en JK
W vn LF'S ;
mm noa
FL -14811.21
3 2 3 3
2-1 ABOVE THE MEETING RAIL
1N
INTERIOR
EXTERIOR
I.1/4" MIN. 37 8 O THE MEETING RAIL BELOW THE MEETING
EMB. TYP. i Rll NTAL CROSS $EMON
Shown W/ 2X buek
NOTE:
1, LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH )2) 88 x We
SELF TAPPINGSCREWS.
2. LOCATE SASH KEEPER 6,S' FROM EACH
ENO OF THE MEETING RAIL, FASTEN
WITH )2) N6 x 3/4" SCREWS.
ABOVE THE MEETING RAIL
EXTERIOR 11 ) L__ /1 INTERIOR
v•
I-
1-I/4"MIN..
EMB. TYP.
2 ERTI AL CROSS SECTION
Shown W/ 2 buck
N"uu2'
m 103012
N.T.S.
ML en JK
W vn LF'S ;
mm noa
FL -14811.21
THE MEETING RAIL ABOVETHE
U f \
J
a
i 22
I' -1/I" MIN.
EMB. TYP. 38 BELOW THE MEETING RAIL BELOWTI
1 ORII ALL CROSSSE=N
NOTE:
3 Shown W/ 1X buck
1. LOCATE OPERATING SASH LOCKS 7.5'
FROM EACH END OF THE ACTNE
MEETING RAIL, FASTEN WITH (2) NB x 3/4'
SELF TAPPING SCREWS.
2, LOCATE SASH KEEPER 6S' FROM EACH
END OF THE MEETING RAIL, FASTEN
WITH (2) 06 x 3/4' SCREWS.
u
19
20
6.
2 16 Z6,
3 N%LCA-LS 0SECTIO
nal nro x1'4
26
o..
p1 .
v
o
I
1-1l4"MIN.
38
EMB. TYP.
FRAME SHOWN W/ OPTIONAL
FLANGE (TYP. THIS SHEET)
4 ML CROSS SEC170H
optional mcsorry A
4 ' C
C
EXTERIOR INTERIOR
32
10 SEENOTE I
2 MLWC SS SE ON
own w X
a. en X
K On LFS 1
AWW NOA
FL -14911.11 ;
2X BUCK
MASONRI
OPENING
6•fMIL
2X BUCK
FRAME
MASONRY
OPENING
J
2X BUCK 2,q
iX BUCK Z4
TYP.
2X.BUCK3T
iXBUCK 38
TYP.
BUCK ANCHORING FRAME ANCHORING
MASONRY 52" X 73" MAX:
CONCRM ANCHOR NOTES:
1. Concrete anchor locations ot: the comers may be adjusted to maintain the min.
edge distance to mortar joints,
2 Concrete anchor locations noted as MAII.O.C.(TYP.rmustbead"ted.to
maintain the min. edge dhlance to mortar joints; additional concrete anchor
may be required to ensure the MAX. O.C. (TYP.)" dimensions ore not exceeded.
3. Concrete anchor table.
I. Maintain a mlNmum 5/5 edgedI stance. Ie
woad screws to prevent the splftg of wood.
LF
TYPE slzE EM9EOMENT' ro MgsoNRYalirACENT
f n
EDGE. AN HbR
ITW
TAPCON® 1/4" 1.1/4 2*. 4"
PLCO
ULTRACON 1/4 1.1/4" 1" 4"
h'000 SCREW INSTALih110N NOTES
nddlstance. 3 1"o.c. taocina ofI. Maintain a mlNmum 5/5 edgedI stance. Ie
woad screws to prevent the splftg of wood.
0. en JK
n< en LES
surra Hoa
FL -14811.21
ANCHOR NCHOR ) MIM':; MIN CLEARANCE. INMC
i11Y. f n
qqZgy N S
AY 4Y
T
2X BUCK 23
1X BUCK 24
to
2X BUCK — iYP. —
FRAME 4$
MASONRY
OPENING _
2X BUCK
1XBUCK 38
TYP. —
ILL—
FRAME ANCHORING
42"X 58" MAX:
0. en JK
n< en LES
surra Hoa
FL -14811.21
ANCHOR NCHOR ) MIM':; MIN CLEARANCE. INMC
7116
buc
5/8" OVERALL
GLASS.
1 /8" ANNEALED:
7116
Dnc.
AIR SPACE
1/8" ANNEALED
OI
5/8.OVERALL
GLASS
1/8" ANNEALED
082" -1 —{
r--m,
T
T
12 enoicemenl-
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED
BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
a
091"
0.065" ^ IOA65"
l--
GJDL€ C_CY EBELB6SIL
AIR SPACE
1/8" ANNEALED
r— 2.69"
rw
0.055'
Opflonal Flange
lC MA N FRAME
i(.
0.34" ^--{
0.125'.
I
h+-
g(
I
id a WWW M
L
T- OpNonalRange
d t./
M. en JK
K im LFS
am W4
FL -14911.21
BILL OF MATERIALS
REM DESCRIPTION MATERIAL
I EXTRUDED PVC MAINFRAME 052-2611' PVC
2 EXTRUDED PVC SILL #52-26734 PVC
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD #1257" PVC
4 EXTRUDED PVC MEETING RAIL #52-2907• PVC
5 EXTRUDED PVC TOP UFT RAIL #52-2949* PVC
6 EXTRUDED PVC BOTTOM RAIL 052-2905• PVC
7 EXTRUDED PVC STILE 052-2905• PVC
9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-1227• PVC
10 OPERABLE SASH LOCK #12.2241
II SASH KEEPER #12-2240 STEEL
12 FIXED MEETING RAIL REINFORCEMENT #50.2608 ALUM.
14 LOCK RAIL REINFORCEMENT #50.2609 ALUM.
15 BOTTOM LIFT RAIL & SASH REINFORCEMENT #50-2967 ALUM.
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W FIN .187 X.270, LOCK RAIL & SASH ULTRAFAB
18 WEATHERSTRIP PILE W N .187 x .230, FIXED MEETING RAIL IULTRAFAB
19 WEATHERSTRIP PILE W FIN .187 x .150 SILL ULTRAFAB
20, WEATHERSTRIP VINYL BULB .1$7m')(.37&' 0 AMESBURY
22 1 GLAZING COMPOUND DOW #1199 SILICONE
23 1010 X 7' PPH SMS STEEL
24 14- X 2-3/f PFH ELCO OR ITW CONCRETE SCREW STEEL
25 2X BUCK SG - 0.55 WOOD
26 1/4!' MAX. SHIM SPACE27MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
29 1X BUCK WOOD
30 INTERCEPTSPACER STEEL
31 1 SASH KEEPER #12.5550-M STEEL
32 OPERABLE SASH LOCK # 12SK01.100 STEEL
33 TILT LATCH 007.76625 STEEL
34 8 X 1"PPH SMS STEEL
35 SUPERSPACER BUTYL
36 TILT LATCH HP -1 MFG. BY ASHLAND STEEL
37 10 X 3" PPH:SMS STEEL
38 1 1 4" X C PFH ELCO:OR TTW CONCRETE SCREW STEEL
7116
buc
5/8" OVERALL
GLASS.
1 /8" ANNEALED:
7116
Dnc.
AIR SPACE
1/8" ANNEALED
OI
5/8.OVERALL
GLASS
1/8" ANNEALED
082" -1 —{
r--m,
T
T
12 enoicemenl-
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED
BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
a
091"
0.065" ^ IOA65"
l--
GJDL€ C_CY EBELB6SIL
AIR SPACE
1/8" ANNEALED
r— 2.69"
rw
0.055'
Opflonal Flange
lC MA N FRAME
i(.
0.34" ^--{
0.125'.
I
h+-
g(
I
id a WWW M
L
T- OpNonalRange
d t./
M. en JK
K im LFS
am W4
FL -14911.21
p
Date:
Report #:
Report Revision No.:
Project #:
Product Mfg.:
Product Description:
Product Category:
Product Sub -Category:
Compliance Method:
Prepared By:
y
June 7, 2015
2241
1
415-0229
Kaycan Ltd.
1 Memorial Drive
Richford, VT 05476
Kaycan Vinyl/PVC and Aluminum Soffit
Panel Walls
Soffits
Product Approval Rule 61620-3.009 — Certification of Independence
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775
Florida C of A No. 25935
CERTIFICATE OF INDEPENDENCE
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. do not have, nor will acquire, any financial interest
in the company manufacturing or distributing
product(s) covered by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. do not have, nor will acquire any financial interest
in any other entity involved in the approval process or
testing of the product(s) covered by this Product
Evaluation Report.
PTC Product Design Group, LLC
P.O. Box 520775 — Longwood, Florida 37252
Phone: 321-690-1788 Fax: 321-690-1789
FBPE Certification of Authorization No. 25935
Robert J. Amoruso, P.E.
Florida PE License No. 49752
Project No. 415-0229 Robert J. Amoruso, P.E.
Certificate of Independence for FL No 49752
Product Eval. Report No. 2241, Page i of 1
Revision 1
June 7, 2015
2241
1
415-0229
Kaycan Ltd.
1 Memorial Drive
Richford, VT 05476
Kaycan Vinyl/PVC and Aluminum Soffit
Panel Walls
Soffits
Product Approval Rule 61620-3.009 — Certification of Independence
Robert J. Amoruso, P.E.
Florida P.E. No. 49752
PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775
Florida C of A No. 25935
CERTIFICATE OF INDEPENDENCE
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. do not have, nor will acquire, any financial interest
in the company manufacturing or distributing
product(s) covered by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. do not have, nor will acquire any financial interest
in any other entity involved in the approval process or
testing of the product(s) covered by this Product
Evaluation Report.
PTC Product Design Group, LLC
P.O. Box 520775 — Longwood, Florida 37252
Phone: 321-690-1788 Fax: 321-690-1789
FBPE Certification of Authorization No. 25935
Robert J. Amoruso, P.E.
Florida PE License No. 49752
Project No. 415-0229 Robert J. Amoruso, P.E.
Certificate of Independence for FL No 49752
Product Eval. Report No. 2241, Page i of 1
Revision 1
KAYCAN a's,
ANDis . g N `ti ' r SOFFIT SOLID .' „' a 4 R',, '
P 'tVINYL/PVCINSTALLATION ANCHORAGE DETAILS
OENBRAL NOTES:
TABLE OF CONTENT
SHEET
INSTALLATION NOTES:
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING
CODE- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE.
DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE). THESE PRODUCTS WERE TESTED TO ASTM E330.02.
STRUCTURAL TEST RESULTS BASED ON ASTM E330.02 WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 3 AND IN INSTALALTION
12
DETAILS ON SHEETS 11, 12,13 AND 14..
2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS.
2.1. FOR EAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE DP FOR THAT EAVE WIDTH 3. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING).
SHALL APPLY, EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.
2.2. FOR EAVE WIDTHS LESS THAN THE MINIMUM SHOWN, THE DP AT THE MINIMUM EAVE WIDTH SHALL APPLY.
2.3. FOR EAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE DP MAY BE 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS
LINEARLY INTERPOLATED. COMPATIBLE WITH THE SUBSTRATE MATERIALS.
2.4. EAVE WIDTHS GREATER THAN THE MAXIMUM SAVE WIDTH SHOWN ARE NOT ALLOWED.
3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING
LABORATORY, INC. TESTING REPORT NO. 7367. DATED 6/1/13 AND NO. 7329, DATED 3121113 INCLUDING ASSOCIATED
LABORATORY STAMPED DRAWINGS. ,
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE
ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE.DETERMINED TO BE CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT
OR ENGINEER OF RECORD FOR THE PROJECT.
S. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE, CRACKS OR DEFECTS
THAT MAY PRECLUDE. THE. SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS SHALL BE ELIMINATED.
8, INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND
OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS.
7, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING
EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT
8. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH 5TH EDITION (2014) FBC, SECTION 1710.9.2.
9. SOFFIT NET FREE AREA IN ACCORDANCE WITH STH EDITION (2014) FOC, SECTION 1710.9.1 ARE SHOWN IN THE
APPROVED SOFFIT SCHEDULE ON SHEET 2.
10. MATERIALS:
10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER
COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679.
10.2. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM E8
TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 8.86 KSI.
10.3. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS.
DESIGN PRESSURE (PSF) RATING
TABLE OF CONTENT
SHEET DESCRIPTION
1 GENERAL NOTES AND SPECIFICATIONS
2 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE
3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES
4 TO 11 SOFFIT AND ACCESSORY PROFILES
12 SOFFIT INSTALLATION CROSS SECTION
13 WALL SIDE - STAPLE DETAIL
14 WALL SIDE - NAIL DETAIL
15 EAVE/FASCIA SIDE DETAIL
DESIGN PRESSURE (PSF) RATING
VINYL (PVC) SOFFIT SERIES
EAVE DESIGN PRESSURE
WIDTH (IN) PSF)
12" TRIPLE 4 SOLID SOFFIT 10 106.7/-33.3
12" TRIPLE 4 VENTED SOFFIT
12" TRIPLE 4 CENTER -VENT SOFFIT
12" TRIPLE 4 CENTER -O -VENT SOFFIT
24 93.3/-33.3
12" TRIPLE 4 FULL -O -VENT SOFFIT
10 113.3/-46.7
10" DOUBLE 5 SOLID SOFFIT
24 106.7/-4010" DOUBLE 5 VENTED SOFFIT
8" BEADED SOLID SOFFIT 10 TO 24 106.7/-40
8" BEADED VENTED SOFFIT
EAVE DESIGN PRESSURE
ALUMINUM SOFFIT SERIES WIDTH (IN) PSF)
12 93.3/-40
SP -600 16" SOLID SOFFIT
24 80/-36.7
SP -600 16" VENTED SOFFIT
12 106.7/-46.7_
12" 3 PANEL SOLID SOFFIT
24 93.3/-4012" 3 PANEL VENTED SOFFIT
DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED
ON VGsd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED
FROM ASCE 7-10 BASED ON Vuit BASIC WIND SPEEDS ARE PERMITTED TO BE
MULTIPLIED BY 0.6 PER SECTION 1710.9.4 OF THE 5TH EDITION (2014) FBC/SECTION
R301.9 OF THE 5TH EDITION (2014) FRC FOR COMPARISON TO THE DESIGN
PRESSURE RATINGS ABOVE.
Robert J. Amoruw, P.E.
Florlds P.E. Ne. 49762
INSTALLATION FASTENER SCHEDULE i
Wall Side
Substrate
F -Channel Trim
Substrate
Fastener Embedment Max. Spacing
3/8" Leg Length X 3/8" Width T50 Crown
Staple
Min. 0.12" Dia. Nail with 3/8" Head Dia. 1-1/4" 24"
Wood
Three (3) Min. 1" Leg Length x 1/4" Width
Embedment Max. Spacing
5d 1-3/4" Long x 0.072" Dia. Trim Nail Stainiess 1-3/4"
3/4 24'
Crown Staples In a Triangular Pattern
Concrete or Masonry Min. 0.097" Diameter Hardened T -Nail or Stub1 5/8„ 24"
CMU Block Nail
Eave/Fascia Side
Substrate
Soffit
Fastener Embedment Max. Spacing
3/8" Leg Length X 3/8" Width T50 Crown
Staple
3/8„
Located In EachISoffitPanelValle
Fascia Ca
Wood
Fastener Embedment Max. Spacing
5d 1-3/4" Long x 0.072" Dia. Trim Nail Stainiess 1-3/4" 48"
Steel
0,084
0,04
DETAIL A
12" TRIPE 4 SOLD SOFFIT VI NYE
Cn 3
Robert J. Amfulo, P.E.
FkAA. P.E. No. 4B/E2
JL'1 MIL M
12" TRIPLE 4 CENTER -VENT SOFFIT
0.084
DMJ
DETAIL A
12" TRIPLE 4 VENTED SOFFIT
VI NYL
VI NYL
Robon I A-, P.E.
Fiodda P.E No. 49753
n
N b
a8
Robon I A-, P.E.
Fiodda P.E No. 49753
0.084
DETAIL A
12" TRIPLE 4 CENTER -O -VENT SOFFIT - VINYL
0.084
DETAIL A
12" TRIPLE 4 FULL -0 -VENT SOFFIT VI NYL
den®[
Robert J. Amorm, P.E.
F1oAAe P.E. No. 49752
11.5
a
1.34 0,765
563
4,202 878 4.196
49 .49 .45
04J ---
I
10
4,75 4,857
L -5,3—J1
10" DOUBLE 5 SOLID SOFFIT
041
VINYL
10" DOUBLE 5 VENTED SOFFIT
10
4,75 4,857
1--5,3—J
VINYL
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Robert J. Ammuso, P.E.
RmWe P.E. No. 48702
Vt I MiL t
7
15
2,667— 2,317 .585
nw n
8" BEADED SOLID SOFFIT VI NYL
Robert J. Amuse, P.E
Hood. P.E No. 49752
DETAIL F
DETAIL G
8" BEADED VENTED SOFFIT
SECT. E—E
VI NYS
cn s
a
Robert J. Amoroso, P.E.
FWds P.E. No. 49752
16.6
15j„
T SP -600 16" SOLID
O.I SOFFIT - ALUMINUM
LOCK LAYOUT
T SP -600 16" VENTED0.350
1 SOFFIT — ALUMINUM
LOCK LAYOUT
Robert J. Am m. P,E.
FbMe P.E. No. 48763
I '
i i i
1
0
0
0
T SP -600 16" VENTED0.350
1 SOFFIT — ALUMINUM
LOCK LAYOUT
Robert J. Am m. P,E.
FbMe P.E. No. 48763
13.0
12.0
4A"4T„
T
12" 3 PANEL SOLID
0.350 SOFFIT — ALUMINUM
LOCK LnvOur
11
0.6 —+-
T 12" 3 PANEL VENTED
0.350
LOCK Lnrour + SOFFIT — ALUMINUM
r EtIO Q vi
0
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Foift P.E. No. 49753
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0.6 —+-
T 12" 3 PANEL VENTED
0.350
LOCK Lnrour + SOFFIT — ALUMINUM
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0
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SOFFIT F-CHANNEL/TRIM
ALUMINUM
4" FASCIA SMOOTH
ALUMINUM
SOFFIT F-CHANNEL/TRIM
VI NYL
Robert J. Ae -o, P.E.
FWddo P.E. No. 59761
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
ROOF/ WALL INTERFACE DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
Robert J. Amo wo, P.E.
FWoae P.E. No. 48752
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SOFFIT a
DRIP EDGE
FASCIA BOARD
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WALL -SIDE DETAIL
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7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
ROOF/ WALL INTERFACE DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
Robert J. Amo wo, P.E.
FWoae P.E. No. 48752
THREE (3) MIN. 3/4" LEG LENGTH X 1/4" WIDTH
CROWN STAPLES IN A TRIANGULAR PATTERN
24" ON CENTER FOR WOOD SUBTRATE.
SEE PATTERN DEFINITION BELOW.
SOFFIT
F -CHANNEL
0.08" (VINYL) OR
0.125" (ALUMINUM)
THERMAL
EXPANSION
GAP
3/8" MAX.
BETWEEN
STAPLES
3/8" BETWEEN
STAPLES
WALL SIDE - STAPLE DETAIL
WOOD SUSBTRATE
2X WOOD FRAMING WITH
7/16" MINIMUM PLYWOOD/OSB SHEATHING
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FbAoe P.E. W. 48752
MIN. 3/8" HEAD DIA. NAIL WITH 1-1/4" EMBEDMENT
24" ON CENTER FOR WOOD SUBTRATE
OR
MIN. 0.097" DIAMETER T -NAIL OR STUB NAIL WITH 5/8" ENGAGEMENT
24" ON CENTER FOR CONCRETE/MASONRY
SOFFIT
F -CHANNEL
0.08" (VINYL) OR
0.125" (ALUMINUM)
THERMAL
EXPANSION
GAP
WALL SIDE - NAIL DETAIL
WOOD OR MASONRY/CONCRETE SUSBTRATE
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
3I dl z I
Robert J. Am w. P,E.
RoMs P.E. No. 40762
A r%o'% I A BOARD.
FASCIA TRIM
G LENGTH X 3/8" WIDTH
SOWN STAPLE LOCATED IN EACH.
T PANEL VALLEY
NG X 0.072" DIA. TRIM NAIL
STAINLESS STEEL 48" ON CENTER
TE
Rotwn A Am tod, F.0
Fwft 0.g mo,1Y102
IRD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH &DESIGN, LLC.
Certificate of Authorization #9503
3S3 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 040710.06.12-R1
FL15692-R1
Date of issuance: 06/16/2012
Revision 1: 03/30/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5u' Edition (2014) Florida Building Code sections noted herein.
I)Esm m m Certa€nTeed Synthetic Roof Undedayments
LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONnNUED CompuANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity jERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AnvERnsEmENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature.. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPEcnoN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
RobertJ.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert NiCm"vieri;;"
P.E. on 03/3D/2015. This does not serve as an electronically signed
doarmemt. signed, sealed hardcopms have been transmitted to the
Product Aooroval Adrtimistratorand to the named client
CERTIFICATION OF (NDEPENDU CE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2_ Trinity I ERD is not owned; operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
4. iPRoDucT DESCRLPrum:
4.1 DiamondDeck"' is a scrim -reinforced, polymer -based roof underlayment meeting ASTM D226, ASTM D2626 and
D4869 physical property requirements.
S. WiTATiONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway, the Designer of
Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory or test report from
accredited testing agency for fire ratings of this product.
5.4 CertainTeed Synthetic Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request.may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop CertainTeed Synthetic Roof Underlayments are as follows:
Table L Raaf Cover Options
Underlayment s T7Nail -on e
1Nr E
ROOFING COMPOrma E1iauxm 1:
W Shakes11
Slate
1. 5COPE:
SAsph
Product Category: Roofing
Sub,Category: Underlayment
Compliance Statement: CertainTeed Synthetic Roof Underlayments, as produced by CertainTeed Corporation, have
demonstrated compliance with the intent of the following sections of the Florida Building Code through testing in accordance
with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations- imitations
Conditions Conditions of Use set forth herein.
2. STANDARDS:
Section Proms Standard Year
1507.2.3, 1507.5.3, 1507.7.3, unrolling, Breaking Strength, Pliability, Loss on ASTM D226 2006
TLW7.8,1507.8.3, 3507.9.3, Heating
1507.95
1507.2.3, M7.5.3,1507.7.3, Unrolling, Tear Strength, Pliability, Loss on Heating, ASTM D4869 2005
1507.&,3, 1507.9-3 Liquid Water TransmiWon:Breaking Strength,
Dinwnsiorral Stability
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Enft1 Examination Reference Date
ERD (TST6049) Physical Properties C30280.12.09 12/11/2009
ERD (T5T6049) Physical Properties 030280.12.09-112 08/20/2010
UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/03/2017
4. iPRoDucT DESCRLPrum:
4.1 DiamondDeck"' is a scrim -reinforced, polymer -based roof underlayment meeting ASTM D226, ASTM D2626 and
D4869 physical property requirements.
S. WiTATiONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway, the Designer of
Record for any project on which this Evaluation Report or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory or test report from
accredited testing agency for fire ratings of this product.
5.4 CertainTeed Synthetic Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request.may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop CertainTeed Synthetic Roof Underlayments are as follows:
5.6 Exposure Limitations
5.6.1 DiamonclDeck shall not be left exposed for longer than 180 -days after installation. Refer to installation instructions
specific to anticipated exposure in Section 6.
Exterior Research and Design, LLC. EvakaWon Report 040710.06.12-R1
eertotaote ofAud—hation 09603 FL35692-R1
Revision l: 03/30/2015
Page 2 of 3
Table L Raaf Cover Options
Underlayment s T7Nail -on e Foam -On Tile Metal
W Shakes11
Slate
SAsph
les
DiamondDeck Yes INo No YesI Yes Yes
5.6 Exposure Limitations
5.6.1 DiamonclDeck shall not be left exposed for longer than 180 -days after installation. Refer to installation instructions
specific to anticipated exposure in Section 6.
Exterior Research and Design, LLC. EvakaWon Report 040710.06.12-R1
eertotaote ofAud—hation 09603 FL35692-R1
Revision l: 03/30/2015
Page 2 of 3
TRINITYERD
6. INSTALLATION:
6.1 CertainTeed Synthetic Roof Underlayments shall be installed in accordance with CertainTeed published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
6.1 DiamondDeck:
6.L1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II, ASTM D2626 or ASTM D4869
underlayment in FSC Sections 1507 for the type of prepared roof covering to be installed.
6.1.2 For non -tile applications over wood decks:
6.1.2.1 For slopes 4:12 (18.4') or greater: DiamondDeck shall be laid horizontally, parallel to the eave with the printed side
up, flat and unwrinked and have minimum 3-4nch side (horizontal) laps and minimum 6 -inch end (vertical) laps. Side
horizontal) laps shall run with the flow of water in a shingling manner. End (vertical) laps shall be offset from course
to course not less than 3 feet.
6.1.2.2 For slopes 2:12 (9.4') to <4:12 (18.4'): DiamondDeck shall be applied in a double coverage method, flat and
unwrinkled. Begin by applying a 24 -inch wide starter -strip of DiamondDeck along the eaves. Then place a full -width
sheet over the starter, with the lower edge flush to the starters lower edge. Apply succeeding 484nch wide courses
up the roof slope, overlapping each previous course a minimum of 20 -inches in a "shingle fashion" with minimum 12 -
inch end (vertical) laps. End (vertical) laps shall be offset from course to course not less than 3 feet.
6.1.2.3 Where laps or joints require sealant or adhesive, use high quality asphalt roofing cement meeting ASTM D4586, Type If
or cements/caulks based on butyl rubber or urethane- CertainTeed recommends sealing all laps and joints where the
underlayment will be exposed to wind -driven rain.
6.1.2.3 Attachment:
Short-term exposure (< 2 days): When the finished roofing will be installed within two days of underlayment
application and high winds are not forecast, corrosion -resistant or stainless steel roofing nails with 3/8 -inch diameter
heads may be used. Attach the underlayment by nailing a fastener through each diamond printed on the
underlayment and tight to the surface. Proper fastener spacing is 15 -inch o.c. vertically and 12 -inch o.c. horizontally
parallel to eaves): On vertical side/end daps install 8 fasteners equally spaced at 6 -inch o.c centered in the lap to hold
the underlayment in place. If wind or rain is expected prior to finished roofing application, use 1 -inch diameter plastic
or steel cap nails, as described below.
Long-term exposure (> 2 days to max. 180 -days): When anticipated exposure time may exceed two days, use low -
profile plastic or steel cap nails with 1 -inch diameter heads to fasten in place. Attach the underlayment by nailing a
fastener through each diamond printed on the underlayment and tight to the surface, as described above.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8: MANUFAcnislm PtAfM:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUAuwft URANCF ENrfrt
UL, LLC.—QUA9625; (414) 248-6409; karen.buchmann@uLcom
END OF EVALUATION REPORT -
Exterior Research and Design, LLC Evaluation Report c40710.06.12-Ri
Ce"Ukath: ojAudhmrraoTon 99503 F1.15692-111
Revision 1: 03/30/2015
Page 3 of 3
EXTERIOR RESEARCH & DESIGN, LLC.
a Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
iMD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
C:ertainTeed Corporation Evaluation Report 3532.09.®5-iR8
1400 Union meeting Road E -Ri
Blue Bell, PA 19422 Date of Issuance: 09/22/2005
Revision 8: 05/05/2014
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations
governing the use of construction materials in the State of Florida. The documentation submitted
has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code
and Florida Building Code, Residential Volume. The products described herein have been designed
to comply with the 2010 Florida Buildinq Code.
DESCIMMON: CSMI iTeW Aspha8t RosaBng Shingles.
LARELMG: Labeling shall be in accordance with the requirements of the Accredited Quality:
Assurance Agency noted herein and FBC 1507.2.7.1.
C OMMUIED C CMPLTmCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinityjERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
AD EKr- The Evaluation Report number preceded by the words `TrinitylERD Ef aGluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
Inspecrrom: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 11.
Prepared by:
Robert ].M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The 14csim7e sealappearing was authwiaed
by Robert P6eminen, P.E on 05/05/2014
This does not serve as an electronically signed
document signed. seated hardcopies have been
transmitted to the Product Approval Adn*dstrator and
to the named client
CERTIFICATION of INDEPErt :
1. TrinitylERD does not have, nor does It intend to acquire or will A acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which
the evaluation repottr are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
f
ITYIERD
ROOFMG Sygmms EvALUAnom:
I... rico";
Product Category: Roofing
Sins -Cat rr. Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed
Corporation, have demonstrated compliance with the following sections of the Florida Building Code and
Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein.
2. STANDARDS:
Property Standard - year
1507.2.5, 8905.2.4 Physical Properties ASTM D3462 2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006
1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM 137158, Class H 2007
3. RE Wil+ m:
entity Examination Reference Dabs
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL CW 1740) ASTM D3161 03CA12702 05/27/2003
UL (TBT 1740) ASTM D3161 03CA12702 06/162003
UL UST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005
UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005
UL {TST 1740) ASTM D3161 OSCA16778 05/12/2005
UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005
UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005
UL (T5f 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006
UL (TSr 1740) ASTM 03161 & 133462. 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/222014
UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 02/13/2016
Exterior Research and Dedgn, LLC. lEyaluation Report 3532.09.05-R8
CeAMR:ate afaet+orization "SW FL5444-R7
Revision 8: 05/05/2614
Page 2 of 11
E6tD
4. PRODucr DEscRw lon.-
4.1 CT20-, XT- 25, XT— 30 and XT- 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House ShangleO, Centennial SlateTM, Grand Manor ShangleO, Landmark—,
LandmarkTM IR, Landmark"" Pro, LandmarkTM Premium; Landmark, TL, Landmarkm Solaris
and LandmarkTM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles.
4.3 Presidential ShaWm, Presidential Shake' IR and Presidential Shake TLI" are fiberglass
reinforoed,'architectural asphalt roof shingles.
4.4 HatterasTM, Highland State" and Highland State'*' IR are fiberglass reinforced, 4 -tab asphalt
roof shingles.
4.5 PatriotTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a
laminated appearance through an intermittent shadow line with contrasting blend drops for
color definition.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge', Cedar
CrestTM and Cedar CrestTM IR are fiberglass reinforced accessory shingles for hip and ridge
installation.
4.7 Any of the above listed shingles may be produced in AR.(algae resistant) versions.
S. UMTATIOM;
5.1 This Evaluation Report is not for use in the HVHZ
5.2 Fre Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H. indicating the shingles are
acceptable for us in all wind zones up to Vmd = 150 mph (V It = 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
5.3.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest
hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF
Sonolastic NP 1 adhesive or Henkel . PLO Polyurethane Roof & Flashing Sealant, applied as
specified in manufacturer's application instructions, indicating the shingles are acceptable for
us in all wind zones up to Vesd = 150 mph (Vit = 194 mph).
5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.3.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the
CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated
uplift force (FT) at a maximum design wind speed of Vwd = 150 mph (V„ tt = 194 mph) for
residential buildings located in Exposure D conditions with no topographical variations (flat
terrain) having a mean roof height less than or equal to. 60 feet.
The shingles are permissible under Code for installation in these conditions using the
installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction, which shall take precedence.
5.4 All products in the roof assembly shall have quality, assurance audits in accordance with the
Florida Building Code and F.A.C. Rule 61G20-3.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8
Gestiffcaee of Authorization "5W FL5444-RT
Revision 8: 03/05/2014
Parse 3 of 11
6. HmwAuATxoN:
6.1 Roof deck, slope, underiayment and fasteners shall comply with FBC 1507.2 / R905.2 and the
shingle manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida
Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections
1507.2.3, 1507.2.4 or R905.2.3.
6.2 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or
Section R905.2.6 and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the '"Steep Slope"
directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications,
subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation
instructions.
6.3.1 M- 0'"4. XTm 2% )M"° 30. M1704 30 IR:
UM AND SSD SLOE
81611511 1T 1r 1r
1-"305 MM) (M5 nm (305
V (25, mm) slant 1"(25 nmm
5 sAf (145 mm)
PA"
Iffmc -
131y -+ 131jrf131At'
25 mm)
61
Seam 1" (25 mm)
T
a pa!!3lla 6arnat tf6re[a'jaf<srS ie
SM SM
Use taut nails and SIX spots of asphalt rooting cement* for eM fnll
shin& (rte 11-0. Asphalt -oft ceorene ASTM D4586
Type u is snggtste&
iz --- I1CQ.
Routiap '
Apply 1"(25 mn) SPOM of asphaR ming cena:al
under mch lab cam.
RV -j! -E asefbarnaft-d-*abgfa*h&c--d- step skon
scAunoiemmmmmeoirwftmnpmamem4pshingies
to hllsteL
6.3.1.1 Hip & Ridge: Cut Shingles
95
1 -) I-- --1 1-2` (5o hen) Ie
l ~5 (305 111M) Faso`
Cap C4
Shingle Shingle Shingle
Reov iz-z* ciat taft, &kn No backWwafsc psb*4w
F49MV11-a-Ikonofe*sa 41195ekpsmedr(gta
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant, in, accordance with manufacturer's instructions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8
eertUkaee ofAuUmWi ation "SM FL5444-R7
Revision 8: 05/05/2014
Page 4 of 11
TRJ Ti ERD
6.3.2 Carrlaae HoAgm Shanale® Centennial Slate- and Grand Manor ShangM-
f W AND 57Ei7 SL011
SSD 9Ot E use serm VWls Md tbRe spats of aspLah mafir amenl [or eceq
Ilse fire utils for even rolltcD fund .Ise ire uh =d ihue spots c12sphdi
E amen r ererr hd! iranse am! fxateamal
Ane_ -Obb M04 cemem i (25 mm) hom eftr oishiagje
tr4w V ). mplmh mora& cemem a mm m5m Stye u
is M—sm ,
LA int5 j?mTj
2
t7 rac r -i 1-fnr WMb jaren/r, fu8 G:BgdtN—JhpP2if
fmri4e ik=wMwW!r.4wChr&=tdS{ate_
6.3.2.1 Hip & Ridge: Shangle® Ridge
Ftgrrre 17is swe -Ridge.
F#wrJ7-XD-*z I GfWd-4MxWSbMWs0xSWPsloprt
srnra,na. ead wwrs s ofm p ,rg:,yc c.,00'oc
X18`RernavetapeExposure
Irlan the right side
a• and Wen
SECOND
FasImthe
IERside $5f6
RIGHT
FIRST
LEFT
Rig= 17.19 bwaAafion ofShmgleg Rldr Ahwkt s
on b1p and ridges
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R8
C0ftNWC2Le0fAnnroaimeronX9508 FL54' = R7
Revision 8: 05/05/2014
Pages of 11
TPJN-TytERD
6.3.3 Landmark'". landmal"W" IR. - Landmark" Pm (fannedy Landmark"! am)
Landmark"" Premium. Landmark," TL Landmark'" Solaris. Landmark'" —SWarls IR:
MANDSUM2M
13'If Ir
MMC DUMMM
lT Wx 17" I-PSMM)
M=17
Ala
SW Ron
ty3c 3M =73 and four 5P013 al z0a Moft cam] Jay "M fim
shm* Nee befum AVhab roofing cement sbO fleet
AN-IM b4%6Type it,Appi.ri-spots ofwphahroo6gcancra unde
carp canner amt a :tom 1'd' to 13" ro ham caclt alae
MME DIMEEMIS
INS MID) M5111M)
11
25 TW6,
i.3.3.1 Hip & Ridge, Option 1: Shadow RidgeTm
P RF
MW -13-16 SAZ'bw Ate WMSMY Avgk A*Cb ea*fivm
dwas-Pi" M#h $0 nab 72 ft&vUsW CaPPM=
17
A-
jur"ol-TI7, ji
ON
on"
I bl" Diflown
Exterlor Research and Design, UM
CsrWWCMW,of Auffsoriz"im 09 -AM
V
PsTr
WOW-ftv muonamp AW
F
97/jr
415W-415Ar
m. — 125mH—'
t
Nafth for
Nftafor ftmedtD
eTbpEdpdthe Pm=viu75Ar
Me* DbRousbu
Evaluation Report: 3532-09.05-M
FL5444-R7
Revision 8: 05105/2014
Page 6 of 11
F
6
ERD
lggmel3 ilt ltsetwAc s mrson kpsemd
d4P4 modto boats A90M edt®posum
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLCO
Polyurethane Roof &Flashing Sealant in accordance with manufacturer's instructions.
6.3.3.2 Hip & Ridge, Option 2: Cedar Crest', Cedar Crest"" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side
edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar
Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each
side edge.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@
Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL
adhesive from the middle of the shingle's raised overlay on the top piece and extending
approximately 4 -inch along the sides of the headlap along a line 3A to 1 -inch from each side
of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing
tab sides into the adhesive, and install" nails. To secure the other side, apply a 1 -inch
diameter spot of NP 1 or PL adhesive between the shingle layers. k
Exterior Research and Design, LLC_ Evahration Report 3532.09.05-R6
Gertificata ofAuUWw+xation *95x3 FLS444-R7
Revision 8: 05/05/2014
Page 7 of 11
TPJNRY1ERD
6.3.4 Presidential Shake"', Presidential Shak6l IR. Presidential_ Shake TLr'°:
LOW AND SU 9M 5m gm
Por lowandAmdadslapekimDmmdlslweachbill Plesidmidal F'duPdopes weidneails 6oremhfallP 11 Gldd*=d
Shiog6t as Show bdarc alpik 1• dim"of asphahrooflogeem W da each shingle tab.
atf$ applym95 nails in bdum the mf9ag galtleAms, applt 4 mils 1
I• 4' ---+1 WM tab Wunwavang oaula Pabsolomd)fng corer mils
t polo wn)
14114-
t UPaio) (362 rtcn)
NOTE Apply nalls on painted 9nldefift
FJgma16&fbAz"ftwA*n andllaaf=W7ZSdar6o
sbwom on Jou Ord slmrdmdskou
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PREDOMAUESSM
1' diameter asphalt roa6na cimeal
F4 we 16 7.'f hmkb*d w dltmda" DZ galls
shtsiff -s&*stp-
Presidential accessory shinfes can be used for covering hips and
ridges. Apply sbWgles up to the ridge (expose no more than 7' from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 13/Y long or longer, so they penetrate
either UP lot:, the deck or completely through the deck. Presidential
acnes mycomesin two di&ent shm AcwsM produced In
Birmingham, AL is 12• a 12% Portland, OR produces 97A- x 131/4'
wn msorR
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant In accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest—, Cedar Crest- IR hip
and ridge shingles.
6.3.5 HattberaWm:
WK SUMM JWD SMTP M OM
ft— I$-3F--Veaar—aft* 5m
torhw=dstmdaddWmaw taemHs Borsch b3
Itmeos shitale a sbeav ahaee
Exterior Research and Design, LLC.
SLB OfAetlra zBUbn59509
Ar -r --r Ha narsti ie—Sb7PA1-
Ter strep shwa. air for nils ant rtM VM of aspW wbrM
am dim richbjlhnrrnlhm*MAMM 21mr3ppkt'
t2immT dumtsrr ypoK d reo6 rereret tASM D 4sBG 71pr n
sa=m4ordere3rhubcmoeciyrs Ah*lofoplsmdadol
ULl7al(c Tor eaur6 rooG rrmtm t tmrrstimdrs as lJiarc
Evaluation Report 3532.09,05-R8
FL5444-R7
RevLsion S., OS/OS/2014
Page 8 Of 11
6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras
ftam 15-14 18 thea -Prue naih separate AD make
54 ar9a =.-yshW&c
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP i adhesive or Henkel PLO
Polyurethane Roof &Flashing Sealant in accordance with manufacturer's instructions.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
G mm1 I
Z460 mm) g
I--- 18" i` 125t 1
60 mm)
Cap Cap Cap Cap
Shingle Shingle Shingle Shingle g
24A
FVW 15-2aW s tamale cow C* FVWVisa1:huWManofcapsabwbipsandrt*m
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL®
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-R8
oerbfiwte oiAutha izat on "502 FL5444-R7
Revision 8: 05/05/2014
Page 9 of 11
6.3.6 Highland SlateTM Fli0Mand Slate"" IR:
Loi AND SiANAdtI<D SLOPE
WaswaaftMOM
sx-14m9011
o
oiW ate.
SM ROPE
Mey- M nails and MW spols of tlwbg eemeW for each
ha jiighland no shite. pw M[amt-Dade, sM wills are required.
Apply 1- diameter spois al aspW roaft cement each Mab
mm &phaltrodmg cement meee MM D45861jpe II is WW'de&
65m:0edera@'R+
SOtm Om+
ieLbE aerarly
edaiadwn}
01 CMVMrIDd7e2cb:db00rmeL
C&UTpK; B=esshm ow ofroW ft cement can crose shits
in MAN -
6.3.6.1 Hip & Ridge, option 1: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR or
Shangle RidgeT" hip and ridge shingles.
6.3.7 Patriot--.
tow MIO STAT MD SLOPE
SWUM
fuse H}IB Dark amd hnr spurs o(aspigitami cemxol for treys fmU
175C y*l R hails for rMV foil An* Waded x, shwa hd
shm3e m n fx looime ctsxvt mcetmg W%M D4596
Tcpeu i, rS 3pph. 7'{'?S mm) spats of apEdt r«
smira
cement as shoua :
t yzr yx + roormg ctment can awe A to bfitc
4 rem
iTFY • Mz=i0 _
Hip & Ridge: Refer to instructions herein for Cedar
CrestT'", Cedar CrestT" IR, Shadow
RidgeT" or Shangle Ridge'" hip and ridge shingles.
Evaluation Raport 3532.09.05-R8
Exterior Research and Design, LLC. FL.5444-R7
C+wfitfcaW of A. "503 Revision 8: 05/05/2014
page 10 of 11
TR.INTY IERD
7. dABLLING;
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table IS07.2.7.1 / R90S.2.6.1.
8. BUILDING PERNrr REQUIRENENI
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
9. 14ANUFACTURMG PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule
61G20-3 QA requirements.
10. QuALm AssURANCE ENTrrr:
UL LLC - QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.M. Evaluation Report 3532.09.05-R8
CertJficate OfAatAwf ZMI0n 99MO FL5444-W
Revision 8: 05/05/2014
Page 11 of 11
Logo Ferenc.
EnvelopeLeakage Test Repot
Blower Door Test)
R402.4.1.2 Compliance
Permit* 17-2172
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;Clirnate Zones,I and 2,.3 air changes per hour,in Climate Zones 3 through $. Testing st all be conducted with a
blower door at a pressure or U.2 Inches w:g. (50 Pascals). Testing shall be conducted by either individuals as ciefiined in 5ectlon
553.993(5) or.(7), F.S. or individuals licensed asset forth in Section 489.105(3)(f); (g) or (i) or:an.approved third party. A written report
of the resvlts.of the test shall be signed by the party conducting the test and provided to the code offlciril. Testing shall be performed
at any time, after creation of all penetrations of the .building herrmofenvelope.
Company Name: Munn's Same, .fir Service Phone, ,; 3 -751-7741
I hereby verify that the above fir Leakage results are in accordance vAth the 5th Edition i-lorlda Building Code Energy Conservation
requirement Section R-1,02.41.2, y.'rnate Zone 1 and 2.
Gate of Test:-2lJM-.
Stralnatur of 'ester:
Printed tame of Tester:__ Daniel Coilazo
1.ieanse. Certficat'on '' i 5r,47 00lssung Autho itv:
o`
BOUNDARY SURVEY
v' 1201 West 7th Street, Sanford, Florida 32771
23.21) (23.10) (23.00)
ASPHALT PAVED ROADWAY\ WEST 7TH STREET
66' PLATTED PUBLIC R/W
FOUND 22.31)
NAIL & DISC
25.7'
PSM 3382"
N90'00'00"W
M
221.50'(M)
I
220.75'(P)
W 23 (2
a
FOUND 1/2"
25.7'
IRON ROD
W I 0.7' S. 0.6' E
OVERHEAD UTILITY
WW
O
CATCH BASIN
UI
O
O
O
2
3) Underground improvements, if existing, were not located as a part of this survey, except as may
M) MEASURED be shown.
I
O,
n
REMAINDER n
LOT 5 4
Q3
x Z EXISTING DRAINAGE SWALE
OW UO
t0.1'
N90'00'00"E 74.75'
97) 27' S R/W LINE 47,75
E 27' Lor.s
LOT 5
22.90)
ISPOTELEVATIONATS
CROWN OF ROAD
22.05) (
21.74)
IM
EXISTING FOUND 1/2"
CONCRETE IRON ROD & CAP
WALKWAY "PSM 5238"
22.75)i `.^..
FOUND 5/8"
IRON ROD
0.1' S, 0.1' E
i 01
W
0.9 S 0.8 S W/SQUARE HEAD o22.77)
27 47.75' (23.06)
CONCRETE
BLOCK
STEM WALLS
25.7'
WJQ
0 yl
O
Wb1s.o' o
M
9.0'
I
vi vi
t-
PIPE
a
30.0'
25.7'
E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 PG 75
N
SURVEYOR'S NOTES:
OVERHEAD UTILITY
N
O
CATCH BASIN
UI
O
O
encumbrances that may appear as a result of said abstract is not certified hereon.
2
3) Underground improvements, if existing, were not located as a part of this survey, except as may
M) MEASURED be shown.
Gut
4) Based upon a graphic determination, this property is located in Zone X according to the Federal
to
W
Florida; Map Number 1'2117CO07OF, with on effective date of September 28, 2007. This note is
CONCRETE BLOCK
AND -MAPPER-- correctness of -the cited map.----- ,-
EXISTING SPOT
XX.XX) ELEVATION
STEM WALLS
FENCE FENCE
z f
FOUND 1/2' I^
b o J
len HoltROGERSSURVEYING
v TOP OF WALL o
Glen Holt Aluminum, LLC.
3
D4t*sunx357E7THAVE, MOUNT DORA, FL 32757,$ LB 8163 Brian S. `" 0k--°°O 5 ft
m
ELEVATION=24.5500 3
W
0.9 S 0.8 S W/SQUARE HEAD o22.77)
27 47.75' (23.06)
30.0'
I
25.7'
EXISTING
GRASS
DRIVEWAY
3 PVC
CULVERT
19.0'
M
IRON
I
0.7' S
t-
PIPE
PROPOSED AIR LEGAL DESCRIPTION:
CONDITIONER PAD
WOOD UTILITY POLE E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 PG 75
N
SURVEYOR'S NOTES:
OVERHEAD UTILITY
N
O
CATCH BASIN
O
O
encumbrances that may appear as a result of said abstract is not certified hereon.
CLF CHAIN LINK FENCE 3) Underground improvements, if existing, were not located as a part of this survey, except as may
M) MEASURED be shown.
P) PER PLAT 4) Based upon a graphic determination, this property is located in Zone X according to the Federal
to
R/W RIGHT OF WAY Florida; Map Number 1'2117CO07OF, with on effective date of September 28, 2007. This note is
PSMPROFESSIONAL SURVEYOR provided for information purposes only, and the undersigned assumes no liability for the
AND -MAPPER-- correctness of -the cited map.----- ,-
EXISTING SPOT
XX.XX) ELEVATION 5) Elevations shown hereon are based on Seminole County Benchmark #4775101 (NAVE) 1988 Datum).
FENCE FENCE
6) The subject property as depicted hereon contains 0.214 acres, more or less.
FOUND 1/2' I^ CORNER CORNER
len HoltROGERSSURVEYING
IRON ROD
23'
0.9 S 0.8 S W/SQUARE HEAD o22.77)
27 47.75' (23.06)
OH OH
N N
OH OH
ROD2" N90 00'00"W 74.75' °
H °"
LEGEND: IRON
0.7' S
W WATER METER
PROPOSED AIR LEGAL DESCRIPTION:
CONDITIONER PAD
WOOD UTILITY POLE E 27 FT OF LOT 5 & ALL LOT 6, BLK 9 TR 15, SEMINOLE PARK, PB 2 PG 75
C- GUY ANCHOR
SURVEYOR'S NOTES:
OVERHEAD UTILITY
OH- LINE(S) 1) North and the bearings shown hereon are referenced to the assumed bearing of N9000'00"E,
CATCH BASIN along the south right of way line of W. 7th Street.
2) An abstract of title was not performed by or furnished to the undersigned. Any easements or
SO SANITARY MANHOLE encumbrances that may appear as a result of said abstract is not certified hereon.
CLF CHAIN LINK FENCE 3) Underground improvements, if existing, were not located as a part of this survey, except as may
M) MEASURED be shown.
P) PER PLAT 4) Based upon a graphic determination, this property is located in Zone X according to the Federal
Emergency Management Agency's (FEMA) Flood Insurance Rate Map (FIRM) for Seminole County,
R/W RIGHT OF WAY Florida; Map Number 1'2117CO07OF, with on effective date of September 28, 2007. This note is
PSMPROFESSIONAL SURVEYOR provided for information purposes only, and the undersigned assumes no liability for the
AND -MAPPER-- correctness of -the cited map.----- ,-
EXISTING SPOT
XX.XX) ELEVATION 5) Elevations shown hereon are based on Seminole County Benchmark #4775101 (NAVE) 1988 Datum).
PROPOSED DRAINAGE 6) The subject property as depicted hereon contains 0.214 acres, more or less.
FLOW ARROW
CERTIFIED TO:
len HoltROGERSSURVEYINGGlenHolt Aluminum, LLC.
AND MAPPING, INC. $ 352-735-8734
D4t*sunx357E7THAVE, MOUNT DORA, FL 32757,$ LB 8163 Brian S. `" 0k--°°O 5 ft
m
SCALE suvernsaaMzvWrgm W,
emaY=6rlan@rogerssurveyingand
SURVEY DATE: 06/23/2017 FIELD BY: B. ROGERS' 20'voo"g:ron,FusRogers,
SCALE: 1" = 20'
p,.,Q,o.a.,3 «'
DRAWN BY: B. ROGERS
PROJECT ID: 17-393 REVISED 10/10/2017 BRIAN S. ROGERS, PSM e LS 7067
FILE NAME: P82PC75 BLK9 TIER15 LOT6&PRT5 17-393 - STEM WALL LOCATION FLORIDA LICENSED SURVEYOR AND MAPPER
l
Revision e
Response to Comments
SEP 2 6 2017 City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # ` ' r `o Submittal Date Se ZA , Z( o . ZOl`7
Project Address: &D I x S O&A- SQq(,C1_
Contact: C" VQ n Ni)l --
Ph: 1 ZL-D 1 - t939 S Fax:
Trades encompassed in revision:
Rr Building
Plumbing
Electrical
Mechanical
0 Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
General description of revision:
WOMEN 0MOIN'"s
ROUTING INFORMATION
Approvals
1-f:7 R- Z.& -c7