HomeMy WebLinkAbout912 Maple Ave 18-4475 (a) NEW SFHU13
PERMIT APPLICATION
Application No:
Documented construction Value:$ t38',000_-W 1S'5_2,(-A5A0
Job Address- 912 Maple Ave. Sanford, fl. Historic District, Yes[] NoN
Parcel ID1 25-19-30-512-1110-0050 Residential El Commerchal 11
Type of Work: New N Addition Allieration 0 Repair D Demo [I Change ofUse El Move R
Description of Work: Reconstruction of a Single Family Residence containing 1,060 S.F. of
living space and with a one. car attached garage for a total of 1508 S.F.
Plan Re -view Contact Person.: Glen Holt Title: General Contractor
Phone: (352) 267-6395 Fax-. Email: holtaluminum(Maol.com
Property Owner lnformation
Name -_Mrs. Charleen Brinson Phone: (407) 936-5300
Street: 912 Maple Ave.
aq,st.atezip; Sanford:Fl. 32771
Name Glen Holt Aluminum LLC.
Street: 4044 Williams Street
Resident of property? - — Yes
Contractor Information
city, state zip: Fruitland Park, Fl. 34731
Phone: (352) 267-6395
Fax:
StateLicenseNo.: CGC1521327
Architect/Engincer Information,
Name: Jack Gries Engineering, Inc. Phone;
Street: 715 Balmoral Circle
City, St, Zip: Leesburg, Fl. 34748
Bonding Company: WA
Address:
352) 787-6161 -
Fax. (352) 326-2931
E-mail: griesengineering@embaqmail-corn
Mortgage Lender:
Address:
WA
WARNIN(3TO OWNER- YOUR FAILURETO RECORD A NO110E OF COMMENC EMENTMAYRESUIJIN YOUR PAYING
TWl(1',E FOR I M I'll OVEMENTS `1'0 YOUR PROPERTY. A NOTICE OF COMMENCEMENTMUST BE RECORDI- ' 1) AND
POSTEO ONTHE 1013 SITE BEFORETHE FIRSTINSPECTION. IF YOU INTEND 1*0 OBTAIN FINANCING, CONSUIJ
WITH YOUR LENDER ORAN ATFORNEY-BEFORY. RECORDING YOUR NO'1'1('E-OF,('OMMEN(EllIL-'N'lI
Appikation is livrvily madc lo obinh) a pvrinh to do the Nvork and instalkifions as inkh,:aled. I cin-fify thal no ivork or installatim) lizis cornmenced prior
to the issuaitce ofa permit and thal -all %vork %vill be performed it) meet ;tandards of M1 la%vs rqpikiiini isdiction. i understandgcon, truction,in 1111sJur
thot a separate permit must be secured for electrical work, plumbing, signs, wells, prwls, furnacts, boflers., hearers, banks, and air conditioners,
etc, I
FBC lffi3AA be inscribedwith the datrofapprmmfion and the code in efficta5 of thd dalc& Edition f2017) FloridaBuildimgCode
N(Y11V In addition to the requirmwnts ol this pmi-At, d=e Tuay bc additional r,-.Qrk-tiv-wxi appricable, to ffiLs pwpeny diat, -fi in - publkmaytvxmdthe
recortLe of this cimniyl akid there may be additional permiLs required frmu oft r gowrinuental entitik-s such a-k walcr managenient di:Qricv. state
agencic-,;-
Acceptanceof rxnnit ii verificat7wo, that I will notify 1heownerisf the pro1wrty Lien Law. 1-S71-3.
The City of *—Pwxkord rcquires ray-w of a plan roricu fi-M at ffit' linle of jVnilil suhmiltal. A cc,%- of OK, rucuted conuad is requir,-d in "der 10
c-alculate a plan review charge aM vrill be- coib-idered the L-.fintated construction -.-Aue of thLlub at the time of subminaL '11L-actr2j congruction -;Auc
will Ix- figured IniLd on the current It-tValuation'I'able in c - ftect at the tLrn% the pcmAt is -L-;NucLL inaccordance with local ordinance- Should --kulatcd
dtarges ikeured offthe executiLd contract exceed the actual comstruction value.credit will lvapplkd to y0ur permit fees. when dw permil isivwW-
OWNEWS AFFIDAVIT: I certify that 211 of the foregoing information is accurate and that all veork wM bc
done in compliance -with all applicable laws regulating construction and zoning-
N 1 1, / - N - m1. MOW E
Signature of Oumer.-*Agmt Date 'i,turk oft'-Aint.-aa4w,'Agent Date
1'rint c-th-fter—Agwes -V=n, Print Lontractoe-kp=s Name WKCONW
Z 8"M mamh 15,
i\)marv-Staxc' M,
Owner/Agent is Personally Know n to Me or Contractor/A I an e orgen p Person qwn to M
Produced I D Type of ID Produced1l) V -rype of I D rQT
BELOW IS FOR OFFICE USE ONLY
Permits l"itired: Building 0 Electrical El Mechanic-AE] Plumbing [] Gas n Ro6f-
Construction Type.-,-- Occupancy Use.
Total Sq F1 of Bid Min. Occupancy Load:
Flood Zone- X 0 7 0 F
of Stories:
New Construction: Flectric - # of Amps Plumbing - # of fixtures
Fire SpAnMer Permitt. Yes E]No [] -- of Hea&- Fire Ahm Permit: Yes F1 No
APPROVAIS: AiNG: A *,5;t UTILITIES: WASYE NVATEP--
IENGINtFRING: V, (- - I I - (4- 1 FIRE.
COMMENTS---
Ok to construct single family home
with setbacks and impervious area
shown on plan. ScWLAle L-1
5eC+i4M Ll PA? C-e I -S 0 Reco,-j
201 a
OC) 0/
BUILDING: f Z1.14-ty
CITY OF NOV 0 -7 12018
PERM, IT APPLICAT10N6ANFORD
BUILDING
I
DIVISION
Applicat! on No,; 14,
Docu, men-ted Construictio.,ti ValuY e. $
ob Address. 912 Maple Ave. Sanford, Fl. 32771 Historlic Divirict: Yes",13 NOIN
Parcel IR 25-19-30-512-1110-0050 Residential 91 commercia][1
Type of Work: New [I Ad ditiun,[] Ahter4i,o p Repaj!r [j DeTno KI Change of UseE] Move El
e
I)escription of Work: Ekwanfifien of e)dsbng isingle family home.
Plan Review Contact Person- Glen Holt Title, General Contractor
Phone: (352) 267-6396 Fax. Email, holtaluminumgDaol.com
Propert-y Ournu Iiiformation
Name Mrs. Charleen Brinson Phone: L407) 936-5300
street: 912 Maple Ave. Resident of property?. Yes
city, state zip: Sanford,'Fl. 32771
Name Glen Holt Aluminum LLC.
C01311tradOr 111fOTMation
Pbon e: (352) 267-6395
Street: 4044 Williams Street Fax:
City, State Zip: Fruitland Park, Fl. 34731 Statte]-IcenseNo,:: CGC1521327
Architect/Engincer Information
Name: N/A Phone;
Street: Fax:
City, S I, Zip: E-mail-
Bonding Company. WA
Address:
Mortgage Lender;
AddMSS:
WA
N/A
WARNINGTO OWNER! YOUR FAILURETO RECORD A NOTICE OF COMM EN CEMENTMAY RESULTIN YOUR PAYING
TWI(T 1:011 1 M I'll OW.M EN'J'S TO YOUR PROPE'RTY. A NOTICE OF COMMENCEMENTMUST BE RECORDED AND
POSTED ONTHE JOB SITE BE*FORETHE FIRST INSPECT10N. IFYOU INTEND 1*0 OBTAIN FINANCING, ("ONSULT
WITH YOUR LENDER OR AN A170, RNEYJUT(
r)
IRE RECORDING YOUR NOTICE OF C,O, MMENCEMENT
Aj)pficafion is li rvbv made it) obioin 11 PVrII)iI 11) Lit-) iht Nvork and instaliallons a indic-mc-d. I cerfil [hit no Nvork or himathilion hos. connimit.-cd priory
to thc issuance of i pernfil -,ind 1hat all work will K- ImfOrmed to nleL I stmid,11-d" of all laws re6kilmilig construction,ill Ih!". ' jurisdiction. i understand
that a selyarale per-mit must be secured for electrical 7work-, plumbing, signs., wells, pools, fbrn-aces, boilers, hejte rs, tank% and aiT cundit-ioner.%
etc.
FBC 105-3Sb2H be inscrOwd-Ahthe daft of application and thecode in effect as of fbaidale:e Edition 12917)FloridaBuilding Cv&
In addition to the requitvniLms Of this pernut, there may bLadihfional mqrktions applicable- to thii p yropert. that mar be fiound in the pubk
recor& Of dtis counly. and there may b%- additional pernfiv; required frt)m tither govcrinnental entitiLssuch a-.; water ruanagement liqrkLs.
agencitN.. Or lederal agencics.
Acceptance of permit is verification that I will nufifv the owner of ffix propmv %if th% rcquinnuenis %-if Florida lic') Law. PS 7 13.
The Oty tof Sanford requires pm-m-ni Of a plan re%riew fee at the tbw )I r-c-ratil sulin-Allal- A copy Of thel txecultd '-fintrad is required in order to
Ac ulate a Plan revii, %v chargw am veal tk- con§itlered dw, esfunated ctinstruc lit i n v A ue tif the .ob -at dix, time of submittaL '11x- actual construction TA ne.
villix-fTguredluiedon thecurrent thetin-1vthemmliti" - issued, iaaccorda—nevvith la-ical Ordinance- Shindd c,-k-1daj%4
chart A off the m-cutkd contract excted the actual a-wnstruction v-aluc. credit xvill be applied to your Tvnnit Rx-s when tlw verjuil is Lqsucdges- figure
OWNEWS AMDAVIT: I certify that all of the foregoing information is accurate and that all work wM be
done in compliance with all applicable laws regulating construction and zoning.
Sitmmm of Ourner.-FA--ent
Print ChvnevApmfs -'%bme
Date
Signature of Notary -State offlorida - Date
Oumer/Agent is Personally Know n to Me or
Produced 11) . rYpe of I D
4/400'--, //- 6 -,;6 / 3,
Mgnattm- oW Dateont-maor.'Agc n t
t-1- .
1
ffc) 1-r
INint
jA9176cmmfom#GG
we Eat -,fofowvSC
Contractor/Aggenti,%, Pemnall Kn to Me or
Produced ID V"' T)w of 11)
BUOW IS FOR OFFICE USE ONLY
Permits Requiredt Building 0 Electrical El Mechanical E] Plumbing 0 Gas 0 Ro&`. El
Construction Type.-,_ Occupancy Use:
Total Sq Ft of Bid Min- Occupancy Load:
Flood Zone.-
Of Stories:
New Construction- Electric - * of Amps--_ Plumbing - # of Fixtures
Fire Sprinkler Permit: YesE]No[] --ofHea& Fire AIarm Permit: Yes [I No
APPRO'VAIS: ZON71NG: UTILITIES: A-VASTE NVATEF--
ENGINEERING:
COMMENTS-
FIRE: BUILDING-_
PA Parcel View: 25-19-30-512-1110-0050 littp://parceldetail.scpafl.oi-gllparcelDetaiilnfo.aspx9PID=25193...
Preiparty Record Card
Parcel-' 25-19-30-512-1110-W,50PARNP91%
Property Address: 912 MAPLE AVE SANFORD, FL 32771
Parcel Information Value Summary
Parcel 25-19-30-512-1110-0050 2018 Working 2017 Certified
Owner(s) BRINSON, CHARLEEN
Values Values
Valuation Method CasllMarkel CosMarket
Property Address 912 MAPLE AVE SANFORD, FL 32771
Number of Buildings 1 1
Ma&N 9 12 S MAPLE AVE SANFORD, FL 32771-2426
Depreciated EWg Wue S63,209 559.675
Subdivision Name MARTINS ADD A C
D Wecialed EXFT Value
Tax District S1-SANFGR0
Land Value (Market) S9.918 S9.9-118
DOR Use Code 01-SiNGLE FAL41LY
Land Value Ag
Exemptions 00-HOMESTEAD(1994)
Just"Mail et Value S73,127 S(39 593
Portability A(A
Sau-- Our Homes Adil $13,132 Z1Ga32
Amendment I Adil so
P&G Adi so so
Assessed Value :559.995 S58.761
Tax Amountrathout SOH: $604.7,5
2017jaxBRIAmount S.533.60
Tax Estimator
Save'Our Homes Savings, !71.15
TRIM Notice Help
Does NOT INCLUDE Non Ad Vakwern Assessments
Legal Description
LOT 5 BLK 11 TR 10
A C MARTINS ADD
PB 1 PG 98
Taxes
Tbxrng Authority Aszcssmenl N.atue- Exempt vaw.as Taxable Value
County General Fund S59.995 1534. 995 S25,OW
Schools S59.5-95 S25 000 34.995
City Sanford 34,995 S25.000
SJWM(Saint Johns Water Management) S59.995 S34,995 25,000
County Bonds S59995 34.995 S25,000
Sales
Description Date O K Page Amoum, Qualified VacAnrp
QUIT CLAIM DEED 11111995 02878 03691 5100 No Improved
QUIT CLAIM DEED 9!111989 02110 0602 100 N o Vacant
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Vakie
FRONTFOOT & DEPTH 57.00 117 00 0 S17400 S9,918
Building Information
Is Bedl8alh count inm-recl? Click 44efe-
Description
Year Built
Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value AppendagescActual/Effe five
I SINGLE 1991 6 2 1.5 1,048 i,iu 1,048 SIDING S63,209 SM625 Description Area
FAMILY GRADE3
OPEN PORCH
FINISHED
84.00
of ') 9/12/2018..6:24 PM
Name
Address
City:
Phone:
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Glen Holt Frim Glen Holt Aluminum. LLC
4044 Williams Street
Fruitland Park State FL
352-267-6395 Fax:
Property Address: 912 Maple Avenue
Property Owner: Charleen Brinson
Parcel Identification Number;
Phone: 407-936-5300
Zip Code: 34731
Email: holtaluminum(@aol.com
25-19-30-512-1110-0050
Fax: Email: N/A
The reason for the flood plain determination is:
New Structure F-1 Existing Structure (Pre-2007 FIRM Adoption)
Expansion/Addition F-1 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 4076)
P V
Y,
Flood Zone X Base Flood Elevation N/A Datum N/A
FIRM Panel Number 120294 0070F Map Date September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The Parcel is in the Floodplain Floodway
A portion of the Parcel is in the Floodplain Floodway
The Parcel is not in the Floodplain Floodway
The Structure is in the Floodplain Floodway
The Structure is not in the Floodplain Floodway
If the subject property is determined to be flood
the base flood elevation is:
zone 'A', the best available information used to determine
BP# 18-4474
Reviewed by: AheICW, 64 1-ff - Michael Cash, CFM Date: 11/08/2018
T:\Engr-Fi1es\E1evation Certificate\M\Map1e\912-FZD
F_ - A - __ __ __ _- -'- " ' " __ " "
Department of Planning & Development Services
300 North Park Avenue, Sanford. Florida 32771
Phone: 407-688.5140 Fax: 407.688.5141
Q 1dewalk or
Use &
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any Work within any other
jurisdiction's right-of-way, All requested information below as well as a current survey, site plan or plat clearly identifying the Kmw*haftbelow.
L-e and location of the eA*ting right-of-way and use shall be provided or application could be delayed. ClillbellieTwilig.
1. Project Location/Address: 912 Maple Ave. Sanfbrd, Fl. 32771
2. Proposed A0vIty-.. Driveway Walkway r] Other.
3. Schedule of Work- Start Date T.B.D. Completion Date T.B.D. El Emergency Repairs
4. Brief Description of Work: To pour approx. a 9 x 25 concrete driveway with apron.
This application op isubmitted by.
Ignatureet' Print Namel
Address.- 912 MapYe Ave. Sanford, Fl . 32771
Phone: (4q7) 936-5300 Far. Email: Date:
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requ—estor may, with written City authorization,
remove said Instaltationrimprovement fully restoring the right-of-way to its previous condition. In the event that any future constrvction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate andfor repair as necessary at no costto the City of Sanford insofar as such facilities are in the public iightmof-way. If the Re-questor does
not continuously maintain the improvement and area in accordance with previously stated criteria. or ownple "_ restore the right-of-way to its previou5
condition, the City shall after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requeator's property to recover wsts of restoration.
To the fullest extent permitted by law, Requestor agrees to defend. indemnity. and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed. elected, or hired) from and against any and all liabilities, claims, penalties. demands, suits, judgments, losse.s, expenses, damages (diire4
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of
defense, settlement and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the Ciyr right-of-way.
I have d d understa d the above statement and by signing this application I agree to its terms.
Ian - r,\/--AYSignature, Date:
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a p"our inspection.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee:
Reviewed:
Public Works
utilities
Approved:
Engineering
Site Inspeded by:
Special Permit Conditions:
Date.
Date;
Date.
1
t:
Date;
Date:
Property Record Card
Parcel : 25-19-30-512-1110-0050
Property Address: 912 MAPLE AVE SANFORD, FL 32771
r-, ' ' "--- ""
Value Summary
9 or" gTV2O19Working 1 2018 Certified
Val.Xs Lya.
a . 3tion Method Cost/MarketMethod Cost/Marketon ,
Number of Buildings 1
Depreciated Bldg Value ]—$-66—,3--7-1 63,209
Depreciated EXFT Value
Land Value (Market) $9,918
Land Value Ag
Just/Market Value $76,289 73,127
Portability Adj
Save Our Homes Adj $15,034 13,132
Amendment I Adj so i $0
P&G Adj so 0
A ssssessed Value $61,255 59,995
Tax Amount without SOH: $615.25
2018 Tax Bill Amount $532.34
Tax Estimato
Save Our Homes Savings: $82.91
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT5 BLK 11 TR 10
A C MARTINS ADD
PB 1 PG98
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 61,255 1 36,255 1, $25,000
Schools 61,255 25,000 $36,255
City Sanford 61,255 36,2 - 55 $25,000
SJWM(Saint Johns Water Management) 61,255 36,255 $25,000
61,255 36,255 $25,000
Sales
Page A ount Qualified Vac/ImpJID.Description ___!Bo.k
QUIT CLAIM DEED 1/1/1995 02878 0369 i 100 No Improved
QUIT CLAIM DEED 9/1/1989 02110 0602 100 No Vacant
I-F—ind-c-o-m-parable Sales
Land
Frontage Dept its Units Pr": L-nd Val
EPTH 57.00 117.00 174.00
Building Information
Is Bed/Bath count incorrect? Click Here.
Year Built
Fixtures Bed
I
athDescription
Actual/Effective
Ba.e Are. I: I iii 1 3 1 1 1,, 11 11 1 :t Wall],!!, 1. Value Repl Value Lppendage.
1 SINGLE 1991 5 1 2 1.5
FAMILY
1,048 1,132 1,048 SIDING
GRADE 3
I $
66,371 i 74,574
Description Area
OPEN PORCH 84.00
FINISHED
Permits
Permit # Description rmit Date
No Permits
Permit data does not originate from the Seminole County PropenyAppralser's office. For details or questions concerning a permit please contact the building department of the tax district In which the property Is located.
Extra Features
Description ]_Lear Built Units alue New Cost
No Extra Features
L—
r—,
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018127159 Book:9245 Page:41 1; (1 PAGES) RCD: 11/7/2018 10:52:25 AM
REC FEE $10.00
THIS I%JRUfflNJ "'MName: en o Wumin ILLC (Glen Holt)
Address: 40" Illarns Street
Finiffland Park Fl- 34731
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
RTIFI D C0P G NT ALOY
L RK ' F 7 H !R URT
I FL
BY DEPUTY CLERK
Date
Parcel ID Number: 25-19-30-512-1110-0050
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement.
DESCRIPTION OF WPERTY: (Legal description of the property and street address if available)
LOT 5 BLK 11 10A MARTINSADDPBIPG98
912 MAPLE AVE. SANFORD, FLORIDA 32T71
GENERAL DESCRIPTION OF IMPROVEMENT:
DEMOLMON OF EXISTING STRUCTURE & RECONSTRUCTION OF A SINGLE FAL41LY
RESIDENCE.
OWNER INFORMATION:
Name: CHARLEEN BRINSON
Address: 912 MAPLE AVE. SANFORD. FL. 32771
Fee Simple Title Holder (if other than owner)
CONTRACTOR:
Isinnap, GLEN HOLT ALUMINUM LLC.
Address: 4044 WILLIAMS STREET FRUITLAND PARK. FL. 34731
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(i)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(l)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is I year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
t e est o1my kin, edge and belief.
r's Signature Owners Printed Name
Florida Statute 713.13(l)(g):'The owner must sign the notice of commencement and no one else may 'e permitted to sign in his or her stead."
State ofEloai-'-- —Countyof isp—,yoloole—
The foregoing Instrument was acknowledged before me this dayof V)rL)eM et- 20
by ChArLlfefl Who Is personally known to me 0
Name of person making statement
OR who has produced Identification G;Ktype of identifiration produced:
RITA F. HENDRICKS
MY COMMISSION #GG ON150
EXPIRES: Sepleniberg, 2020
Bonded Thru Notary Public Underwriters
CONSTRUCTION SERVICES AGREEMMINT
PROJECTS UNDER $200,000
CC-2092-Ig/TAD)
TIRS AGREEMENT is dated as of the &'day of 201S-, by and
between GLEN HOLT ALUMINUM LLC, duly authmized to conduct business in the State of
Florida, whose address is 4044Williams Sftw Fruitlan(t park Florida 3473 1, in this Agreement
referred to as "CONTRACTOR,!, and SEMINOLiE COUNTY, a charter county and P10htical
subdivision of the State of Florida, whose address is Seminole, County Services Buil gdin 1101
East I st Stect Sanford, Florida 32771, in this Agreemew referred to as "COUNTy.,,
COUNTY and CONTRACTOR, in consideration of the mutual covenants set forth in this
Agreement, agree as follows:
Section I- Work CONTRACTOR shall complete all work as specified or indicated
in the Contract Documents, including the Scope of Serviceis, attached to this Agreement as Exhibit
A, and the solicitation package, all addenda to this package, and CONTRAcTOWS submission in
response to this solicitation. The work is generally described as the 912 Maple Avenue, Sanfiqd,
Florida 32771 Reconstruction Project.
Section 2. Contract Ttme.
a) AH provisions reguding cOntlact time are essential to the Performance of -this
Agreement.
b) The work must be substantially completed as dcscri-bed in subsection 14.13 of the
General Conditions within one hundred fifty (ISO) calendar days after the date when the contract
time begins to run as provided in subsection 2.2 of the General Conditions, The work mu. . st be
finally completed and ready fbr final Payment in a=rdance with subsection 14-9 of the General
Conditions within thirty (30) calendar days after the actual date ofsqb"Val completion-
COnsftucWn Savmw Agmmentprojeas Undff$M,',
CC-2092-1 &TAD)
912 M-Vle Avenur, S-fbrd, Florida 32771 Reemstaction Prujcxt
page I of 19 CERTIFIED copy - GRANT MA10y
F THE CIK ff MUR'T
7
W The parties acknowledge that the contract time provided in this Secton ncludes
consider -&on of adverse weather conditions cOmmon to Central Florida, including the possibi*
ofhm:ricanes and tropical storms.
d) The contract time provided for in this Sect[on includes tl (3()) days allocated
specifically to COVrRACTOR's responsibility for utility coordinaton or relocation of utilities at
or adjacent to the, Project Site. CONTRACTOR shall depict tins thirty (30) days float time not
hnPacting controlling work items on CONTRACrORs critical path scheduling. No conu-,Ict firne
M=ons will be considered related to uhlitY cooWmation matters, including, but not linuted to,
utility relocations and condhas unless the utility related time impacts ex ceed thirty (30) days
On C013ft011ing -items of work in acemiance with the project schedule
e) In the event that the work requa-es phased construction, then multiple points of
substantial IIPII, may be established in the Supplemergay Conditions.
Section 3. Contmd price,
3) COUNTY shall Pay CONTRACTOR for performance of the Work in accordance
WIth the Contact Documents on the basis Of the total bid (original contact pnce).
CONTRACTOR's total compensation is-0-NE-HUNDRED FORTY,-,THR-,EE T190MAND, AND
NG1100, -DOLLARS,.($l43,*0ft0Q);.: subject only to increases or decreases made in strict
conformance with the Contact Documents.
b) CONTRACTOR shall accept the conftW price as M compensation for
Perfonnance of all work and providing all materials embraced in the ConftaLt Documents; for all
loss or' damage arising Out OfPcrformance ofthe work and ft0m the action ofthe elements or from
aftY unforeseen or unknown difficulties or obstructions which may arise or be encouritered in the
CC-2092-I&TAD)
912 Maple Av—'-, S-fbr4 Flozida 32771 Reoonsmmtion Ptojea
Page 2 of 19
Section 25. Compliance with Laws and Regulations. In providing all services
pursuant to flus Agreement, CONTRACTOR must abide by all statutes, ordinances, rules and
regulations perWning to or regulating the provision of such services, including th6se now in effect
and subsequently adopted. Any violation of such statutes, ordinances, rules or regulations Will
constitute a material breach of this Agreement and will entitle COUNTY to terminate this
Agreement immediately upon delivery of written notice of termination to CONTRACTOR_
Section 26. Headings and Captions. All headings and captions contained in this
Agmement are provided for convenience only, do not constitute a part ofthis Agreement, and may
not be used to define, describe, mterpret or construe any provision of this Agreement
IN MIM]ESS WIMMF, the parties have executed this Agreement All portions of the
Contract Docurnents have been signed or identified by COUNTY and CONTRACTOR -
ATTEST:
qk' kh , A&M
Print Name
witliess
V/1-0cs-3a
Print Name
GLEN HOLT ALUM]NUM LLC
By*
GLEN 116LT, Man4icr
Date:
Sfgnatory page confin ues an Page 19 - 7
C4nstruuion Services Agr=mcat Projects Under $200,000
OC-2M-IS/TAD)
912 Maple Avcnue Sanford, Florida 32-771 Reconstuction Prqjed
Page 18 of 19
a L
wiinas
414,691
Print i4ai e
witnkA
Print Name
Date: I C> 112-116
For the use and reliance of As authoTized fbT execution by Seminole
Smninole County oniy. County A&riiniWation Code Secti(m 3.554(9)
Approved as to fonn and
legal siIciency.
IVe
611ty Attorney
DGS/
9/18/18
Aftchraents:
Exlnbit A — Scope of Services
Exhibit B — Bid Form
Exhibit C — Trench Safety Act
Exhibit D — Amcdcan with Disabilities Act Affidavit
Exhibit E — Seminole County Rehabilitation Standkds
T-U Saac=YCSBW ff ZIINCCQW IS TAD&8O(X6TMXMMAT9U
Con.druchon Serhow Agr=ment Projects Und= $200,WO
CC-2092-Ig/TAD)
912 Maple Avcnuei Sanfont Flotida 32771 Reccintruction Project
Page 19 of 19
CITY OF
kNFORD
PLANNING & DEVELOPMENf
SERVICES DEPARTMENT
Legal Description of the Property:
Jq.0D9( Development Review Team
Variance - Staff Recommendations
Address of Property: 912 Maple Avenue Sanford FL 32771 Zoning District: MR-2
Name and Address of Owner as shown in the Public Records of Seminole County, Florida:
Charleen Brinson 912 Maple Avenue Sanford, FL 32771
Application Submitted By: Glen Holt
Address 4044 Williams Street
Phone 352-267-639S Fax:
Fruitland Park FIL 34731
E-Mail: holtaluminum@aol.com
Standards for Consideration for Conditional Use. In considering and acting upon an application for Conditional Use the
Planning and Zoning Commission or the Administrative Official shall observe the following standards and make findings
as to whether the application meets the standards, except that, pursuant to Article VIII, one and two family dwellings
shall be exemptfrom concurrency review:
A. The conditional use must be consistent with the goals, objectives and policies of the Comprehensive Plan and the land
development regulations.
B. Public facilities and services including, but not limited to, roadways, park facilities, schools, police and fire protection,
drainage systems, refuse and disposal systems, water and sewer must be adequate to serve the proposed use.
C. The proposed development must not adversely affect known archeological, historical or cultural resources.
D. The design of the proposed development must minimize adverse effects, including, but not limited to, visual, noise and
traffic impacts, of the proposed use on the surrounding properties.
E. The conditional use must be compatible with the nature and intensity of the development surrounding the premises and
with the community character of the immediate vicinity of the parcel proposedfor development.
F. The location and topography of the premises proposed for development must make the use an appropriate use which will
not adversely affect the public interest.
It shall be the burden of the applicant to prove compliance with said standards prior to the issuance of a Development
Order.
Variance: Reduce the land area and dimension requirements to parcel of record standards for a 57' x 117' lot of record
at 912 Maple Avenue.
Does this Request meet the Standards for Consideration? Yes Fi_1 No F-1
Staff's Motion: Richard Blake made a motion to approve the request with conditions: (1) Parking for 2 vehicles on site
and a driveway meeting City standards; (2) The development shall meet the infill lot grading requirements
Marlon Hooks seconded. Motion carried 5 to 0.
Staff Recommendations/Conditions: Staff recommends to approve the Variance subject to the conditions listed.
T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -912 Maple Ave -Parcel of Rec.doc
CITY OF
Development Review TeamSANFORD
PLANNING & DEVELOPMENT Variance - Staff Recommendations
SERVICES DEPARTMENT
The Development Review Team (DRT) held a Public Meeting at 9 AM on November 6, 2018 to consider a to consider a
variance request to the setback requirement construct a single family home on a undersized vacant parcel at 912 Maple
Avenue.
The project was presented at the October 30, 2018 meeting. As part of the Variance process, the standards for
consideration were reviewed.
As part of the evaluation, the standards for consideration were reviewed.
Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which
are not applicable to other lands, structures or buildings in the same district.
The lot size required by the MR-2 zoning is 10, 000 square feet and the existing lot is 6,669 square feet.
The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights
commonly enjoyed by other properties in the same district under the terms of the land development regulations.
The owner has requested to construct a single family home on the 57'x 117'platted parcel of record. The property
does not meet the minimum standards designatedfor the MR-2 zoning classification.
The special conditions and circumstances do not result from the actions of the applicant.
The parcel is the plotted lot of record. The opplicont is requesting the vorionce in order to construct a new home
utilizing the existing nonconforming lot size and parcel of record standards.
Granting the variance will not confer on the applicant any special privilege that is denied by the land development
regulations to other lands, structures, or buildings in the same district.
Other properties in the area are permitted to request a variance to the requirements of the Land Development
Regulations including for residential use as well as land area and dimension requirements. There are existing homes
within the neighborhood that do not conform to the land area and dimension requirements for the MR-2 zoning
district, therefore the neighborhood will not be adversely affected.
The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance
that will make possible the reasonable use of the land, building, or structure.
Other properties in the area are permitted for development of permitted uses.
The granting of the variance will be in harmony with the general purpose and intent of the land development
regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare.
Based on existing neighborhood conditions the variance does appear to be in harmony with the general purpose and
intent of the land development regulations and not injurious to the neighborhood, or otherwise detrimental to the
public welfare.
After deliberation of the standards a motion was made and an action taken as follows:
Consider a variance request to reduce the land area and dimension requirements to parcel of record standards for a 57'
x 117' lot at 912 Maple Avenue.
After discussion of the applicant's request Richard Blake made a motion to approve the variance request subject to the
following conditions: (1) Parking for 2 vehicles on site and a driveway meeting City standards; (2) The development shall
meet the infill lot grading requirements.
A Second was made by Marlon Hooks
Motion carried 5 to 0.
Discussion: There was no additional discussion.
T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance -912 Maple Ave -Parcel of Rec.cloc
10
JIMMY PATRONIS
CHIEF FINANICAL OFFICER
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERV COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 9/10/2017 EXPIRATION DATE: 9/10/2019
PERSON: HOLT GLEN E
FEIN: 830376355
BUSINESS NAME AND ADDRESS:
GLEN HOLT ALUMINUM LLC.
4044 WILLIAMS STREET
FRUITLAND PARK FL 34731
SCOPE OF BUSINESS OR TRADE:
Licensed General Contractor Licensed Residential Contractor
IMPORTANT: Pursuant to Chapter 440.05(14), F.S.. an officer of a corporation who elects exemption from this chapter by fifing a certificate of ekmtlon under
this section may not recover benefits or compensation under this chapter. pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempL.. apply
only within U* scope of ft business or trade lisW on 0* notice of election to be exetnpt. Pummit to Chapter 440.05(13), F.S.. Notim of ellaction to be
exempt and certificates of ellaction to be exempt shag be subject to revocation if, at any time after the " of the notice or the issuance of the cartificalle, the
person named on the notice or certificate no lonW meets the requirements of this section for Issuance of a certificate. The department shall revoke a
certificate at any time for failure of the person named on the certificate to meet the requireffwmft of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (&-)0)413-1609
ACCWtir CERTIFICATE OF LIABILITY INSURANCE
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE Al
BELOW. THIS CERTIFICATIf OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUIN(-
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INS
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require at
this certificate does not confer rights to the certificate holder In lieu of such endorsement(s).
PRODUCER CONT CT Geralyn Addonizio
Lassiter -Ware Insurance, Inc. PHONE (800)845-8437
fAIC, No. Exit:
1317 Citizens Blvd. F-MAIL GeralynA@Iassiter-ware.ccADDRESS:
INSURERS) AFFORDIP
Leesburg FL 34748 INSURER A: Main Street America Prote
INSURED INSURER 8: Auto Owners Insurance
Glen E Holt, DBA; Glen Holt Aluminum INSURER C:
4044 William St
INSURER D:
INSURER E:
Fruitland Park FL 34731 INSURER F:
U W111-1t.all- MIMM1-14. — I ' Mwal
THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSRLTR TYPE OF INSURANCE
AUUL
INSD
bUtSK
WVD POLICY NUMBER
POLICY EFF
mmfppfyyyy,)
POLICY EXP
NiNifDorryYY) LIMITS
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE —1 OCCURFx
MPG45737 05/13/2018 05/13/2019
EACH OCCURRENCE s 1,000,000
T07ROEQUM=SES(Ea oc7rurence) S 500,000
MED'EXP (Any one person) s 10,000
PERSONAL & ADV INJURY s 1,000.000
GENT AGGREGATE LIMIT APPLIES PER:
PRO -
POLICY El JECT F] LOC
OTHER:
GENERAL AGGREGATE S 2,000.000
PRODUCTS - COMP/OP AGG S 2.000,000
Hired and Non Owned S 1,000,000
B
AUTOMOBILE LIABILITY
ANY AUTO
OWNED SCHEDULED
AUTOS ONLY AUTOS
HIRED NON -OWNED
AUTOS ONLY AUTOS ONLYN
5117679100 04/25/2018 04/25/2019
COMBINED 9INGLE LIMIT
Ea accident) S 1.000,000
X BODILY INJURY (Per person)
BODILY INJURY (Per accident) S
PR ERTY DAMAGEOpcodent) sPera
Medical payments s 2,000
UMBRELLA LIAB i
I
EXCESS LIAB
OCCUR
CLAIMS -MADE
EACH OCCURRENCE s
AGGREGATE s
EID:ED I I RETENTION S r s
WORKERS COMPENSATION
AND EMPLOYERVUABILITY YIN
ANY PROPRIETORIPARTNEWEXECUTIVE
OFFICERIMEMBER EXCLUDED?
Mandatory In NH)
If yes. describe under
DESCRIPTION OF OPERATIONS below
NIA
PE—R TH-
STATUTE] EOR
E-L- EACH ACCIDENT s
E-L. DISEASE - EA EMPLOYEE S
E.L. DISEASE - POLICY LIMIT S
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached If more space Is required)
df-lu Lit
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
City of Sanford ACCORDANCE WTH THE POLICY PROVISIONS._
PO Box 1788
AUTHORIZED REPRESENTATIVE
Sanford FL 32772-1718
0 1988-2019 ACORD CORPORATION. All dahts remarved.
ACORD 25 (2016/03) The ACORD name and loqo are reqlaterod marka of ACORD
90B MWEE 2018 / 2019
ACCT NO. 6668
LAKE COUNTY TAX COLLECTOR LAKE COUNTY BUSINESS TAX RECEIPT RECEIPT NO. 7300001101
EMPLOYEES, 2
STATE OF FLORIDA
EXPIRES SEPTEMBER 30, 201S
TYPE OF- CONTRACTING
BUSINESS
ORIGINAL TAX 30.00
BUSINESS GLEN HOLT ALUMINUM LLC
4044 WILLIAMS ST PENALTY 0.00
TRANSFER FEE 0.00
AMOUNT PAID 30.00
GLEN HOLT ALUMINUM LLC TOTAL DUE 0.004044WILLIAMSSTREET
FRUITLAND PARK, FL 34731
Receipt #2018-0017787
Paid 07/18/2018 30.001
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Holt Aluminum - Brinson, Chadeen 10-24-2018 Builder Name: Glen Holt Aluminum
Street: 912 Maple Ave Permit Office:
City, State, Zip: Sanford , FL, 32771
Owner: Brinson, Charleen
Permit Number: 418 - 4 4 75Jurisdiction:
Design Location: FL,Apopka County: Seminole (Florida Climate TZone2
1. New construction or existing New (From Plans) 9. Wall Types(1056.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 928.00 ft'
3. Number of units, if multiple family 1
b. Frame - Wood, Adjacent
c. NIA
R=13.0 128. DO ft'
R= ft.
4. Number of Bedrooms 3 d. N/A R= ft
5. Is this a worst case? No 10. Ceiling Types (1060.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1060.00 ft'
6. Conditioned floor area above grade (ft 1060 b. N/A R= ft2
Conditioned floor area below grade (ft') 0 c. N/A R= ft,
7. Windows(114.5 sqfl.) Description Area
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Garage
R ft2
6 212
a. U-Factor: Dbl, U=0.33 114.50 ft'
SHGC: SHGC=0.23
b. U-Factor: NIA ff2 12. Cooling systems k BtuthT Efficiency
SHGC: a. Central Unit 23.8 SEER:14.00
c. U-Factor: N/A ft.
SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor: N/A ft2 a. Electric Heal Pump 23.8 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 2.818 ft.
Area Weighted Average SHGC: 0.230 14. Hot water systems
8. FloorTypes (1060.0 sqft.) Insulation Area
a. Electric Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1060.00 ft2 b. Conservation features
EF: 0.960
b. N/A R= W None
c. N/A R= ft, 15. Credits None
Glass/Floor Area: 0.108
Total Proposed Modified Loads: 35.28
PASSTotalBaselineLoads: 37.48
1 hereby certify that the plans and specifications covered by Review of the plans and VIAE S
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
indicates
0
calculation compliance
ith
z
VtheFloridaEnergyCode. WBeforePREPAREDBY: I r-, construction is completed
DATE: % this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. WE
OWNERIAGENT: BUILDING OFFICIAL'
DATE. IA-y P-6` DATE: X-H I
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance vAth R402.4.1.1 and this project requires an
envelope leakage test report vvith envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
10/24/2018 5:40 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Tide: Holt Aluminum - Brinson, Cha Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1060 Lot #
Owner Name: Brinson, Chadeen Total Stories: 1 Block/Subdivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: Glen Holt Aluminum Rotate Angle: 0 Street: 912 Maple Ave
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
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Apopka FL—ORLANDO—SANFOR 38 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Entire House 1060 8480
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 M Bath 71 568 Yes 0 3 1 Yes Yes Yes
2 Master 156 1248 No 2 1 Yes Yes Yes
3 Dining 127 1016 No 0 1 Yes Yes Yes
4 Bedroom 2 133 1064 No 1 1 Yes Yes Yes
5 Kitchen 139 1112 No 0 1 Yes Yes Yes
6 G Bath 47 376 No 0 1 No Yes Yes
7 Living Room 224 1792 No 0 1 Yes Yes Yes
8 Bedroom 3 148 1182 No 1 1 Yes Yes Yes
9 Hall 15 120 No 0 1 No Yes Yes
FLOORS
V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio M Bath 18 ft 0 72 ft2 0 1 0
2 Slab -On -Grade Edge Insulatio Master 11.5 ft 0 155.3 ft2 0 1 0
3 Slab -On -Grade Edge Insulatio Dining 22.5 ft 0 126.5 ft' 0 1 0
4Slab-On-Grade Edge Insulatio Bedroom 2 13.5 ft 0 133 ft' 0 1 0
5 Slab -On -Grade Edge Insulatio Kitchen 11.5 ft 0 139.3 ft2 0 1 0
6 Slab -On -Grade Edge Insulatio G Bath 1 ft 0 46.8 ft2 0 1 0
7 Slab -On -Grade Edge Insulatio Living Room 27ft 0 224.3 ft' 0 1 0
10/24/2018 5:40 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
8 Slab -On -Grade Edge Insulatio Bedroom 3 12 ft 0 147.8 ft2 0 1 0
9 Slab -On -Grade Edge Insulatio Hall I ft 0 15 ft2 0 1 0
ROOF
V
Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Barr Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1185 ft2 266 ft2 Medium N 0.9 No 0.9 No 0 26.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1066 ft2 N N
CEILING
V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
I Under Attic (Vented) M Bath 30 Blown 71 ft2 0.1 Wood
2 Under Attic (Vented) Master 30 Blown 156 ft2 0.1 Wood
3 Under Attic (Vented) Dining 30 Blown 127 ft2 0.1 Wood
4 Under Attic (Vented) Bedroom 2 30 Blown 133 ft2 0.1 Wood
5 Under Attic (Vented) Kitchen 30 Blown 139 ft2 0.1 Wood
6 Under Attic (Vented) G Bath 30 Blown 47 ft2 0.1 Wood
7 Under Attic (Vented) Living Room 30 Blown 224 ft2 0.1 Wood
8 Under Attic (Vented) Bedroom 3 30 Blown 148 ft' 0.1 Wood
9 Under Attic (Vented) Hall 30 Blown 15 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowVitorotSpaceToITVpeR--VWup Et -In Ft In Area----R-Value-F-raction--Absor--Grade%-
I N Exterior Concrete Block - Int Insul M Bath 4 12 0 8 0 96.0 ft2 0 0 0.1 0
2 W Exterior Concrete Block - Int Insul M Bath 4 6 0 8 0 48.0 ft2 0 0 0.1 0
3 W Exterior Concrete Block - Int Insul Master 4 11 6 8 0 92.0 ft2 0 0.1 0
4 S Exterior Concrete Block - Int Insul Dining 4 11 6 8 0 92.0 ft2 0 0 0.1 0
5 W Exterior Concrete Block - Int Insul Dining 4 11 0 8 0 88.0 ft2 0 0 0.1 0
6 N Exterior Concrete Block - Int InsuBedroom 2 4 13 6 8 0 108.0 ft2 0 0 0.1 0
7 S Exterior Concrete Block - Int Insul Kitchen 4 11 6 8 0 92.0 ft2 0 0 0.1 0
8 E Exterior Concrete Block - Int Insdliving Room 4 13 0 8 0 104.0 ft2 0 0 0.1 0
9 S Exterior Concrete Block - Int Insdliving Room 4 14 0 8 0 112.0 ft2 0 0 0.1 0
10 E Garage Frame - Wood Living Room 13 4 6 8 0 36.0 ft2 0 0.01 0.1 0
11 N Exterior Concrete Block - Int InsuBedroom 3 4 12 0 8 0 96.0 ft2 0 0 0.1 0
12 E Garage Frame - Wood Bedroom 3 13 11 0 8 0 88.0 ft2 0 0.01 0.1 0
13 S Garage Frame - Wood Bedroom 3 13 0 6 8 0 4.0 ft2 0 0.01 0.1 0
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FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
DOORS
V# Ornt DoorType Space Storms U-Value Width
Ft In
Height
Ft In
Area
1 E Insulated Living Room None .6 3 7 21 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
V #
Wall
Omt ID Frame Panes NFRC
Overhang
U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1
2
3
4
5
6
N 1 Vinyl
W 3 Vinyl
W 5 Vinyl
N 6 Vinyl
E 8 Vinyl
N 11 Vinyl
Low-E Double Yes
Low-E Double Yes
Low-E Double Yes
Low-E Double Yes
Low-E Double Yes
Low-E Double Yes
0.33 0.23 N 6.0 ft' 1 ft 4 in 1 ft 0 in
0.33 0.23 N 15.0 ft2 1 ft4 in 1 ft 0 in
0.33 0.23 N 33.5 ft2 1 ft 4 in I ft 0 in
0.33 0.23 N 15.0 ft2 1 ft 4 in I ft 0 in
0.33 0.23 N 30.0 ft2 7 ft 0 in 1 ft 0 in
0.33 0.23 N 15.0 ft' 1 ft 4 in 1 ft 0 in
Drapes/blinds
Drapes/blinds
Drapes/bfinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Interior 5
Interior 5
Interior 5
Interior 5
Interior 5
Interior 5
GARAGE
V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 382.8 ft2 382.8 ft2 64 ft 8ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000356 989.1 54.3 102.12 .1338 7
HEATING SYSTEM
V # System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 23.8 kBtu1hr I sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 23.8 kBtu/hr cfm 0.7 1 sys#1
HOT WATER SYSTEM
y# System Type SubType Location EF Cap Use SetPnt Conservation
I Electric None Garage 0.96 40 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
V FSEC
Cent # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume FEF
None None ft2
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FORM R405-2017 INPUT SUMMARY, CHECKLIST REPORT
DUCTS
Supply — Return Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
I Attic 6 212 ft2 Attic 96 ft2 Default Leakage Garage Default) (Default) 1 1
TEMPERATURES
Prograrnable Thermostat: N Ceiling Fans:
Cooling Jan
He JanH 11
Feb
Feb
Mar
MHX
Apr
Apr I May
Ma yI jXj JUunn JurlJul) AugrjAug ep
Seprl
S Oct
OctJ HX
Nov
Nov
Dec
DecHVeiJanFebMAprMayJunJulAugSepOctNovDec
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 79 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 (VVD) 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
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft. 0 ft, 0 ft 0.3 M Bath
Default(8 lbs/sq.ft. ft2 ft 0.3 Master
Default(8 lbs/sq.ft. ft ft 0.3 Dining
Default(8 lbs/sq.ft. ft2 ft 0.3 Bedroom 2
Default(8 lbs/sq.ft. ft2 ft 0.3 Kitchen
Default(8 lbs/sq.ft. ft2 ft 0.3 G Bath
Default(8 lbs/sq.ft. ft2 ft 0.3 Living Room
Default(8 lbslsq.ft. ft2 ft 0.3 Bedroom 3
Default(8 lbs/sq.ft. ft2 ft 0.3 Hall
10/24/2018 5:40 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
Manual S Compliance Report Job: Glen Holt Aluminum
wrightsoft, Date: 10/2/2018
Entire House By- Nick
Rapture Air, Inc.
P.O. Box 1326, MoLrt Dora, R 32756-1326 Phone: 352-735-6611 License: CAC057807
For: Glen HoltAluminum - Brinson, Chadeen
912 MapleAve, Sanford, A 32771
Design Conditions
Outdoor design DB: 93.0'F Sensible gain: 16420 Btuh Entering coil DB: 76.0'F
Outdoor design WB: 76.0'F Latent gain: 3613 Btuh Entering coil WB: 62.6'F
Indoor design DB: 74.0'F Total gain: 20033 Btuh
Indoor RH: 50% Estimated airflow.- 793 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipmentbype: SplitASHP
Manufacturer Rheem Model.- RP1424AJ1NA+RH1T2417STANJA
Actual airflow. 793 cfm
Sensible capacity: 16660 Btuh 101 % of load
Latent capacity: 7140 Btuh 198% of load
Total capacity: 23800 Btuh 119%ofload SHR: 70%
Design Conditions
Outdoor design DB: 42.0'F Heat loss: 14281 Btuh Entering coil DB: 67.4'F
Indoor design DB: 68.0*F
Manufacturer's Performance Data at Actual Design Conditions
Equipmenttype: SplitASHP
Manufacturer Rheem Model: RP1424AJ1NA+RH1T2417STANJA
Actual airflow. 793 cfm
Output capacity". 22800 Btuh 160% of load Capacity balance: 31 'F
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Elec strip
Manufacturer Model:
Actual airflow. 793 cfim
Output capacity: 6.8 kW 163% of load Temp. rise: 50 'F
Meets are all requirements ofACCA Manual S.
1 + - wrightsoft, RgIl-SLiteO Unversal 2017 17.0.21 RSU08242
2018-Oct-24 17:46:19
It Aluninm - BrjrsoR Charleen 10-24-2018.rLp GaIc = W8 faces: E
Page I
wrigbtselft, Project Summary
Entire House
RaptureAir, Inc.
P.O. Box 1326, Moul Dora, n 32756-1326 Phore: 352-735-6611 Licerise:CAC057807
MY 7r
I
ecii , f6r 10111MEWIN
For: Glen HoltAuminum - Brinson, Chadeen
912 MapleAve, Sanford, FI 32771
Notes: Glen HoltAluminum - Chadeen Brinson
912 Maple Ave.
Sanford, Fl. 32771
ON IMIAM117 10100MY3091
Weather: Orlando, FL, US
Winter Design Conditions
Outside db 42 IF
Inside db 68 IF
Design TD 26 IF
Heating Summary
Structure 11938 Btuh
Ducts 2343 Btuh
Central vent (0 cfm) 0 Btuh
qone)
Humiclification 0 Btuh
pipigg 0 Btuh
Equipment load 14281 Btuh
Method
Construction quality
Fireplaces
Area (ft
Volume (fP)
Air change-sviriour
Equiv.AVF (cfm)
Infiltration
Simplified
Semi -loose
0
Heating coolinq
106D 1060
8480 8480
0.70 0.36
99 51
Heating Equipment Summary
Make Rheem
Trade RHEEM
Model RP1424AJINA
AHRI ref 7489174
Job: Glen Holt Aluminum
Date: 10/2/2018
By Nick
Summer Design Conditions
Outside db 93 IF
Inside db 74 IF
Design TD 19 IF
Daily range M
Relative humidity 50 %
Moisture difference 46 grAb
Sensible Cooling Equipment Load Sizing
Structure 12415 Btuh
Ducts 4005 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data n
Rate/swin MUSI,ieir 0.98
E 'I si Iquipmensene oad 16092 Btuh
Latent Cooling Equipment Load Sizing
Structure 2978 Btuh
Ducts 634 Btuh
Central vent (0 cfim) 0 Btuh
none)
Equipment latent load 3613 Btuh
Equipment total load 19704 Btuh
Req. total capacity at 0.70 SHR 1.9 ton
Cooling Equipment Summary
Make Rheem
Trade RHEEM
Cond RP1424AJINA
Coil RH1T2417STANJA
AHRI ref 7489174
Eficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 16660 Btuh
Heating output 22800 Btuh @ 47-F Latent cool i ng 7140 Btuh
Temperature rise 26 IF Total cooling 23800 Btuh
Actual airflow 793 cfirn Actual air flow 793 cfm
Airflowfactor 0.056 clm/Btuh Airflowfactor 0.048 cfim/Btuh
Static pressure 0.50 in H20 Stab c pressure 0.50 in H20
Space thermostat Load sensible heat rat o 0.82
Capacity balance point 31 IF
Backup:
lnput=7kW, Output= 23235 Btuh, 100 AFUE
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrlightsoft, 2018-Od-24 17:46 19
gft-SUteV Uriversal 2017 17.0.21 RSU08242 Page 1
14CCK oftAlunin-rn-BririsoriCharleenlO-24-2018-rLp Calc=MJ8 faces E
wrigh', tsoft Right-M Worksheet Job: Glen Holt Aluminum -
Entire House Date: 10/2/2018
Rapture Air, Inc.
By: Nick
P.O. Box 1326, Mount Dora, R 32756-1326 Phone: 352-735-6611 License: CAC057807
1 Room name Entire House M Bath
2 Exposed mdl 116.0 ft 18.0 ft
3 Room height 8.0 ft d 8.0 It heat/oDol
4
5
Room dimensions
Room area 1060.0 ft,
6.0 x 12.0 ft
72.0 ft'
Ty Construdon U-value Or HTM Area (ft Load Area (fl Load
number Btuhlftk'F) BtuhAn or perimeter (ft) Btuh) or petimeter (ft) Bluh)
Heat Cool Gross N/P/S H eat cool Gross N/P/S Heat cool
6 T 13A-40(s 0.143 n 3 * 72 3.00 300 982 793 96 90 335 27b
4A5-20v OA70 n 12.22 12.88 6 0 73 T7 6 0 73 77
4A&2qv Q.470 n 12-22 1Z88 30 0 367 386 0 0 0 0
1 Gt:Z
13A-4ocs
4A5-2ov
0.143
0.470
e
e
3.72
1222
3.00
13.60
104
30
53
58
197
367
159
408
0
0
0
0
0
0
0
0
W ,.
T::13A-4ocs
G
11,10
13A-4ocs
0600
0.43
0.143
e
s
w
15.60
3.72
3.72
19.32
3.00
3.00
21
296
228
21
296
180
328
1101
667
406
889
539
0
0
48
0
0
48
0
0
178
0
0
144
4A5-2ov OA70 w 12-22 31.38 15 0 183 471 0 0 0 0
G 4A5-2o%d OA70 w 12-22 31.45 34 1 409 1054 0 0 0 0
1-0
2C-Osw111,10
0.091 2.37 1.57 128 1N 253 168 0 0 0 0
16B-30ad
0.600.
0.032
n 15.60
0.83
19.32
1.78
21
1060
21
1060
328
882
406,
1889
0
7
0
72
0
60
0
128C
F - 22A-tpl' 0.989 25.71 0. . 00 1060 1 . 16 2983 0 18 463 0
6 c) AED e)cursion 601 14
Emdopeloss/gain 9119 8246 1109 606
12 a) Infiltration 2819 1059 437 164
b) Room entilation 0 0 0 0
13 Internal gains: Occupants @ 230 7 1610 0 0
Appliances/other 1500 0
Subtotal (lines 6 to 13) 11938 124151 15471 771
Less external load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 11938 12415 1547 771
15 Dudloads 2 09/o 1 32%1 2343 4005 20% 32% 304 249
Total room load I 14281 16420 1850 1019
Air required (cfm) 793 7931 103 49
Calculabons ar)r)roved bvACCA to meet all recluirements of Manual J 8th Ed.
201 8-Oct-24 17A61 9t= 4F "rig[htsoll't- Rgft-SLite(@ Universal 2017 17.0.21 RSU08242 Page IA5b" ....
ItAiLrnirLm-BririsoRCharleenlO-24-2018.rLp Calc=MJ8 faces: E
wHghtsofir Right-J@ Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mourt Dora, F1 32756-1326 Phone: 352-735-6611 Licerre:CAC057807
Job: Glen Holt Aluminum
Date: 1012/2018
By- Nick
1 Room name Master Dining
2 Exposed vdl 11.5 ft 22.5 ft
3 Room height 8.0 It heat/cod 8.0 ft heal/cod
4
5
Roomclimensions
Room area
1.0 x 155.5 It
155.5 IF
11.0 X 11.5 ft
126.5 ft'
Ty Construction U-value Or HTM Area (fl?) Load Area (ft Load
number Btuh/F-'F) BtuhiT) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat cool Gross NP/S Heat Cod Gross N/P/S Heat cool
6 1 j
13A-4ocs 0.143 n 3.72 3.00 0, 0 0 0 0 o 6
4A5-2w
4AS-2ov
0.470
0.4170
n
n
12.22
12.22
12.88
12.88
0
0
0
b
0
0
0
0
0
0 0
0
0
0
0
0
J G
1 3A-4 0143 e 3.72 300 0 6 0 0 0 0 0
11 4A.5-2ocsOV 0,470 e 12.22 13'.60 0 0 0 0 0 0 a 0
D
W
11jo
1 M46cs
0600
0.143
e
S
15.60
3.72
19.32
3.00
0
0
0
0
0
0
0
0
0
92
0
92
0
342
0
276
w 13A-4ocs 0.143 w 3.72 3.00 92 77 286 231 88 55 203 164
4A5-2ov 0.470 w 12.22 31.38 15 0 183 471 0 0 0 0
4A&2o\id 0.470. w 12.22 31 A5 0 0 0 0 34 0 409 1054
T-D
12C-OsN 0.091 2.37 1.57 0 0 0 0 b 0 0 0
11jo 0.600 n 15.60, 19.32 0 0 0, 0 0 0' 0 0
C 16B-30ad 0.032 0.83 1:78 156 156 129 277 127 127 105 225
F 22A-tpl 6.989 25.71 0.00 156 12 296 0 127 2 79 0
6 c) AED excursion 219 524
Envelope loss/gain 895 1198 1638 2243
12 a) Infiltration 279 105 547 205
b) Room ventilation 0 0 0 0
131 Inten-d gains: Occupants @ 230 2 460 0 0
Appliancestother 3001 0
Subtotal (lines 6 to 1,3) 1174 2063
1 2185 2448_
Less extemad load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1174 2063 2195 2448
15 Duct loads 2" 230 666 20% 320/6 429 7901
Total room load 14051 27291 26131 3238
Air required (dim) 78 132 145 156
Cak ulabons approved byACCA to meet all requirements of Manual J 8th Ed.
2018-Oct-24 17 46:1941- Right-Sute@ Uriversal 2017 170.21 RSU08242 Page 2
It Alumirim - BrinsoR Gharleen 10-24-2018.rup Calc = MJ8 faces: E
wrigh, tsctr Right-M Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mourt Dora, F1 3275&-1326 Phone: 352-735-6611 Liaerse:CAC057807
Job: Glen Holt Aluminurn
Date: 10/2/2018
By. Nick
1 Room name Bedroom 2 Krtchen
2 Exposed mdl 13.5 ft 11.5 ft
3 Room height 8.0 It heaVccd 8.0 ft heallbod
4 Room dimensions 1.0 x 133.0 ft 1.0 x 139.3 It
5 Room area 133.0 ft2 139.3 T
Ty Construction U-value Or HTM Area OF) Load Area Yt Load
number Btuhffl2_-n Btuhlft or pedmeter (ft) Bluh) or perimeter (ft) Btuh)
Heat cool Gross N/P/S Heat coal Gross N/P/S Heal cool
6
G
13A4ocs 0.143 n 3.72 3.00 108 93 346 279 0 0 0 0
4M-2o 0.470 n 12.22 12.88 0 0 0 0 0 0 0 0
4A5-2 0.470 n 12-22 12.88 15 0 183 193 0 0 0 0
T
13A-4ocs 0.143 e 3.72 3.00 0 0 0 0 0 0 0 0
11 4AS-2ov OA70 e 12-22 13.60 0 0 0 0 0 0 0 0
liX 0.600 e 15.60 19.32 0 0 0 0 0 0 0 0
w 13A-4ocs 0.143 s 3.72 3.00 0 0 0 0 92 92 342 276
w 13A4ocs 0.143 w 3.72 3.00 0 0 0 0 0 0 0 0
4A5-2ov 0.470 w 12.22 31.38 0 0 0 0 0 0 0 0G
G 4A5-2ovd 0.470 w 12.22 31.45 0 0 0 0 0 0 0 0
T---D
2C-0sw111jo 0091 2.37 1.57 0 0 0 0 0 0 0 0
0*600 n 15.60 19.32 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.83 1.78 133 133 ill 237 139 139 116 248
F 22A-tpl 0.989 25-71 0,00 133 14 347 0 139 12 296 0
6 c) AED excursion 151 32
Envelope losstgain 987 695 754 492
12 a) Infiltration 328 123 279 105
b) Room ventilation 0 0 0 0
13 Internal gains 0-panis @ 230 0 0 a 0
Appliancestother 0 1200
Subtotal (lines6 to 13) 1315 8181 1033 1797
Less external load 0 0 0 0
Lesstransfer 0 0 0 0
Redistribution 4 9 0 0
14 Subtotal 1319 827 1033 1797
1 uct oads 200/61 32%, 259 267 20%1 329/61 203 580
Total room load 1 15781 1094 1 1 1236 23
Air required (cfm) 881 51 69 1 1
Calculabons approved byACCA to meet all Tguirements of Manual J 8th Ed.
R
2018-Oct-24 17 46:19
lez"K Right-SuteO Uriversal 2017 17.0.21 RSU08242 Page 3
ItAiLrnin-rn-Brirsor CharleenlO-24-2018.rLp Calc=MJ8 faces: E
wrigh. tsoft- Right-J@ Worksheet
Entire House
Raptum Air, Inc.
P.O. Box 1326, Mount Dora, R 32756-1326 Phone: 352-735-6611 License: CAC057807
Job: Glen Holt Aluminum
Date: 10/2/2018
By: Nick
1
2
3
Room name
Exposed wall
Room height
G Bath
0 ft
8.0 ft heat/cod
I-Nng Room
27.0 ft
8.0 ft heat/ocd
4
5
Room dimensions
Room area
5.5 x 8.5 ft
46.8 ft2
1.0 x 224.3 ft
224.3 f12
Ty Construction
number
U-%due
Btuh/fe-'F)
Or HTM
BtuhA2)
Area (fF)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat cool Gross N/PIS Heat cool Gross N/P/S Heat cool
6
1
1 j
13A-4ocs
4A5-20V
4A5-2ov
13A4=
4A&2ov
A143
0.470
OA70
0 143
0470
n
n
n
e
e
3.72
12.22
12-22
3 ' 72
1222
3.00
12.88
1288
3.00
13.60
0
0
0
b
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
104
30
b
O
0
53
29
o
0
Or
19
1
7
367
0
0
0
156
408G
w
w
11,10
13A-4ocs
13A-4ocs
4A&2ov
4A-5-2oW
12C-Gsffl
11jo,
16B-30ad
22A-tpl
0.600
0.143
0.143
0.470
0.470
0.091
0:600
0.032
0.989
e
s
w
w
w
n
15.60
3.72
3.72
12.22
1222
237
15.60
71
1932
3.00
3.00
31.38
31A5
1.57
19.32
1.78
abo
0
0
0
0
0
0
0
47
47
0
0
0
0
0
0
0
47
0
0
0
0
0
0
0
0
39
b
a
0
0
0
0
0
0
83
b
21
112
0
0
0
36
21
224
22
21
112
0
0
0
15
21
224
27
328
416
0
0
0
36
328
187
694
406
336
0
0
0
24
406
400
0
C
F
6 c) AED excursion 58
Envelope loss(gain 39 82 2552 2080
12 a) Infiltration 0 0 656 247
b) Room enblation 0 0 0 0
13 Interned gains. Occupants @ 230 0 0 4 920
Appliancestother 01 1 0
Subtotal (lines 6 to 13) 39 821 3208 3246
Less external load 0 0 0 0
14
Lesstransfer
Redistribution
Subtotal
0
2
41
0
4
86
0
2
3210
0
4
3250
15 Dud loads 20% 32'61 8 28 200/c 321/6 630 1049
F Total room load
Air required (drn) I I 1 49
31
113
51
3
12 31 4299
2n8
Calculationsawroved bvACCA to meet all reauirements of Manual J 8th Ed.
201 8-Oct-24 17:46:19A-_ 44zl- vvr1q1htsoTt- Ngll-Suite@Uriversal 2017 17.0.21 RSLJ08242 Page 410d\ .-..
It Alurninrn - BrinsoQ Charleen 10-24-2018rup Calc = M.18 faces* E
wr6ghtscft- Right-M) Worksheet
Entire House
Rapture Air, Inc.
P.O. Box 1326, Mourt Dora, R 32756-1326 Phone: 352-735-6611 License:CAC057807
Job: Glen Holt Aluminum,
Date: 10/2/2018
By: Nick
1 Room name Bedroom 3 Hall
2 Exloosed %Ad[ 120 ft 0 ft
3 Room height 8.0 It heaVcool 8.0 ft heaV000l
4 Room dimendons 1.0 x 147.8 It 6.0 x 2.5 It
5 Room area 147.8 ft' 15.0 fl?
TY Construction U-value Or HTM Area (ft) Load Area (fl Load
number BluhV--q BtuW or perimeter (ft) Btuh) or penmeter (ft) Btuh)
Heat cool Gross NP/S Heat cool Gross NP/S Heat cool
6 13A-4ocs 0.143 n 3.72 3.00 96 81 301 243 0 a 0 0
4A5-2(yv 0.470 n 12.22 12.88 0 0 0 0 0 0 0 0
4A&2ov 0.470 n 1222 12 88 15 0 183 193 0 6 0 0
3A-4ocs 0.143 e 3 ' 72 3 00 0 0 0 0 0 0 0 0
1 4A.5-2ov 0.470 e 12-22 13.60 0 0 0 0 0 0 0 0
11jo 0.600 e 15.60 19.32 0 0 0 0 0 0 0 0
w 13A-4ocs 0.143 s 3.72 3.00 0 0 0 0 0 0 0 0
w 13A-4ocs 0.143 w 3.72 3.00 0 0 0 0 0 0 0 0
OA70 w 12-22 31.38 0 0 0 0 0 0 0 0Ei4AS-2ov4AS-2ovd 0.470 w 1222 31.45 0 0 0 0 0 0 0 0
t—D
12C-'0iw 0.091 2.37 1.57 92 92 218 145 0 0 0 0
11 J0 0.600 n 15.60 19.32 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.83 1.78 148 148 123 263 15 15 12 Z7
F 22A4P1 0.989 25-71 0.00 148 12 3G9 0 15 0 0 0
6 q) AED excursion 21 0
EnWope losstgain 1134 824 12 26
12 a) Infiltration 292 110 0 0
b) Room wanfilation 0 0 0 0
13 Intemad gains. Occupants @ 230 1 230 0 0
Applianoeslother 0 0
Subtotal (lines 6 to 13) 1425 1163 12 26
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 4 9 12 26
14 Subtotal 1430 1173 0 0
15 Dud loads 1 209/61 32%l 281 3781 20%, 321%, 0 0
FTotal room load5R-7—ulril —(d I I I 1710 1551 1 1 001Airrequired (chm) 95 751
Calculabons approved byACCA to meet all requirements of Manual J 8th Ed.
Fv Wriolhtsoirt- 2018-Oct-24 17 46 19
Pjgft-SLite@ Unversal 2017 17.021 RSU08242 Page 5
Olt Aluminrn - Brinson, Charleen 10-24-2018.rup Cale= MJ8 faces: E
N
Glen HoltAluminum,
Performed by Nick for:
Glen Holt Aluminum - Brinson, Chadeen
912 kbpteAw
Sanford, Fl 32771
Main floor
Rapture Air, Inc.
P.O. Box 1326
Mount Dora, Fl 32756-1326
Phone: 352-735-6611
Scade: 1: 80
Page 1
Right-SurteOD Universal 2017
17.0.21 RSU08242
201 8-0ct-24 17:46 38
Brinson, Chadeen 10-24-2018.r-jp
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-fami y b) Return ducts R_ 6. 0
c) AHU location Garage
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 3 13. Cooling system: Capacity___23.8
a) Split system SEER - 14.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 1060 d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor: (weighted average) 7a. 0.330
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.230 14. Heating system: Capacity__L3.8
c) Area 7c. 114.5 a) Split system heat pump HSPF 8.2
b) Single package heat pump HSPF
8. Skylights c) Electric resistance COP
a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE
0 Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value) 9a. 0.0
b) Wood, raised (R-value) 9b. 15. Water heating system
c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.96
b) Gas fired, natural gas EF
10. Wall type and insulation: c) Gas fired, LPG EF
A. Exterior: d) Solar system with tank EF
1. Wood frame (insulation R-value) 1 OA1. e) Dedicated heat pump with tank EF
2. Masonry (insulation R-value) 1 OA2. 4.0 0 Heat recovery unit HeatRec%
B. Adjacent: g) Other
1. Wood frame (Insulation R-value) 110131. 13.0
2. Masonry (Insulation R-value) 10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level a) Ceiling fans
a) Under attic 11 a. 30.0 b) Cross ventilation No
b) Single assembly 1 1b. c) Whole house fan No
c) Knee walls/skylight walls I 1c. d) Multizone cooling credit
d) Radiant barrier installed 1 1d. No e) Multizone heating credit
f) Programmable thermostat No
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: Date:
Address of New Home: 912 Maple Ave City/FL Zip: Sanford, FL 32771
10/24/2018 5:41:34 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-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 (one page) and an input summary checklist that can
be used for field verification (usually four pages1may be greater).
El Energy Performance Level (EPL) Display Card (one page)
M HVAC system sizing and selection based on ACCA Manual S orper exceptions provided in Section R403.7
I
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method.
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1, 1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form P405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
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Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #-.
Job Information
Builder: Glen Holt Aluminum Community: Lot.- NA
Address: 912 Maple Ave
City: Sanford State: FL Zip: 32771
Air Lealkage'Test ReSults F a_ssing results must ITieeteither'the Performance, PresOptive, orzER/ Method
P
PRESCRIPTIVE METHOb--Thebuilding or'd%teljlingu6it shall,b6lested and ve'rifi6d as'having anairleakar te of,not exceeding'7 air! g,e rat
changes per hour at a pressure Qof0.2 inch w.g (WPascals)jh'Climate Zo et-l'and 2.
RFORMANCEorERIMETHOD-Tho-buildin.g or.,'Owellin unit shall be testedarid,verified,as"having an: air leakage rate,of not exceeding' Qthe, selected A6'k0b) value, as shown on For'nin, R405-201,7(Perfqqnaince).or R406- . 2017 (ERI), gectionlabeled'as infiltration; sub-section,ACH50.i
ACH ecffl d -(ERW 7-00050),§p oh Foir,R405-20,li7-,Energy C61c (PeiYonnan or-R106-2017
x 60 8478 Method for calculating building volu e:
CFM(50) Building Volume ACH(50)
0 Retrieved from architectural plans
1-1 PASS 0 Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated
must be verified by building department. I
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(fi, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Gpmpany
Company Name- Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test. -
Printed Name of Tester:
Lice nse/Certifi cation Issuing Authority:
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
F7777 912 Maple Ave Permit Number:
Sanford , FL , 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
V/ SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and cerfified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
D R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelcT#P- 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.i.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 R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4 - 1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. WhereE] using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 1 01/1.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1 . Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1 006 of the Florida Building Code, Residential.
F] R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
F R403.1.1 Thermostat provision (Mandatory). At least one thennostat shall be provided for each separate heating and cooling system.
R403A.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.
F] R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f]I, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3, Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
nR403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
D R403.4 Mechanical system piping insulation (Mandator y). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (1 YC) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
oR403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be inaccordancewithSectionR403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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7i
MANDATORY REQUIREMENTS - (Continued)
E] R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capableEJofadjustmentfromthelowesttothehighestacceptabletemperaturesettingsfortheintendeduse. The minimum temperature
setting range shall be from 1 00'F to 140'F (38'C to 60*C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied toF-1
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.
R403.5.6.2 Water -heating equipment Water -heating equipment installed in residential units shall meet the minimum efficiencies ofDTableC404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1.
R403.5.6.2.1 Solar water -heating systems. , Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor o ' f a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance 'With ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria
1 . The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaGes, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing, calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY
CFMANATT)
AIRFLOW RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfmtwaft Any
Bathroom, utility room 10 1.4 cfmtwaft 90
Bathroom, utility room 90 2.8 cfmtwatt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
EJR403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florda-registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burnersnshallnotbelessthanthedesignloadcalculatedinaccordancewithSectionR403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
o R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (I O*C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
E] R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is anF1
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule0shallbeinstalledforheatersandpumpmotors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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M
D R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatofte energy consumption of electric -powered portable spas shall be controlled by'the
requirements of APSP-1 4.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
F] R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Holt Aluminum - Brinson, Chadeen 10-24-2018 Builder Name: Glen Holt Aluminum
Street: 912 Maple Ave Permit Office:
City, State, Zip: Sanford , FL , 32771 Permit Number: Y
Owner: Brinson, Chadeen Jurisdiction:
0
LU
Design Location: FL, Apopka 0
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barTier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrabons, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac 3s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatty 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.
Showerttub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exteriorwalls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer. ICaulkingorotheradhesivesealantsshallnotbeusedtofillvoids
between fire sprinkler cover plates and walls or ceilonas.
a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400.
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LEGAL DESCRIPTION:
LOT 5, BLOCK 11, TIER 10,
A.C. MARTIN'S ADDITION TO
THE TOWN OF SANFORD,
ACCORDING TO THE PLAT
THEREOF AS RECORDED IN
PLAT BOOK 1, PAGE 98,
PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
LEGEND:
MW WA TER METER
FAI AIR CONDITIONER
OVERHEAD UTILITY
OH- LINE(S)
CATCH 13ASIN
SANITARY MANHOLE
MANHOLE
CONC CONCRETE
CLF CHAIN LINK FENCE
WPF WOOD PANEL FENCE
RIW RIGHT OF WAY
CENTERLINE
PCP
PERMANENT
CONTROL POINT
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
PROFESSIONAL
PSM SURVEYOR AND
MAPPER
PLS PROFESSIONAL
LICENSED SURVEYOR
x 26.42 SPOT ELEVATION
PROPOSED DRAINAGE
FLOW
SCALE:
ill = 20'
NW CORNER
OF LO T ' 3
FOUND 112
1 0 0RNRD
BOUNDARY SURVEY
912 Maple Avenue, Sanford, Florida 32771
FENCE CORNER
1,1-0.3' N, 0.2' E N90'00'00"E
SET 112 " IRON
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6'
1-10
ol in .(:D
CONC-
APRON
ROGERS, SURVEYING
AND MAPPING, INC.4 352-735-8734
357 E 7TH AVE, MOUNT DORA, FL 32757 4 LB 8163
16
30.8'
xl
30.8'-
Qz
0
LOT 4
4' CLF
o
60.7'
PROPOSED
ONE STORY
RESIDENCE
912
PROPOSED
FINISHED FLOOR
ELEVATION=28.03
37.3'
n PROPOSED LOT
GRADING TYPE 8
UiCN X
X
N90*00'00"W
bll
FOUND 112-
4) 1 "7* 13.7
X
IRON ROD
N90'00'00'!E
X-((
bl) 41.00'
a
FOUA
NAIL
C) PCP
25.5'
PROPOSED PROPOSED
u7i a) CONCRETE CONC
DRIVEWAY 50 APRON
CD
4-
23.3'
r- - - - - - - - - - - - - - -
LLJ r
0
r
0
ro-
0
25. 5'-
PROPOSED WALK
0 0
M
r+
M
0
a CL 0
0
elf
Quj UJ Co r+
LOT 5
BLOCK 11
OAK TREE 36" Ix
C
UJ A,
TIER 10
100
1-17. 00'
CP
11, "
SET 112" IRON
ROD & CAP
ROGERS LB 8163"
EDGE OF PAVEMENT
ASPHALT PAVED ROADWAY TENTH STREET
100
ro - 66' PLA TTED PUBLIC R1WCENTERLINEOFPAVEMENT
SURVEYOR'S NOTES:
1) North and the bearings shown hereon are referenced to the assumed bearing of SOO'00'00"E, along the west right of way line of
Maple Avenue.
2) An abstract of title was not performed by or furnished to the undersigned. Any easements or ericumbrances that may appear as
a result of said abstract is not certified hereon.
3) Underground improvements, if existing, were not located as a port 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 Manogement Agency's
FEMA) Flood Insurance Rate Map (FIRM) for Seminole County, Florida; Map Number 12117CO070F, doted 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 0.153 acres, more or less.
6) Interior improvements, and some perimeter improvements, were not located1shown as a port of this survey, except as shown.
7) Elevations shown hereon ore based on Seminole County Benchmark #3297001
NAVD 1988 Datum). REVISED 1111312018
8) Proposed building placement was provided by the client. - CHANGED PROPOSED FINISHED FLOOR ELEVATION
Vv) a- _J i 3
SL
04
CIO
0
a
0
CERTIFI,--
Glen Holt
Glen Holt Aluminum, LLC.
N-
11
A, ....... T ' Digitally signed by Brian
S - 00 "', 1111 S. Rogers
C, 1, 0 V ON: cn=Brian S. Rogers, 7067
o-Rogers Surveying
Mapping, ou, ilan
ernail-Brian@RogersMa
oo
E F
FL I p.CorW
s -----
Date: 2018.1', 1.13
urve
18:02:42 -05'00'
BRIAN S. ROGERS, PSM $ LS 7067
FLORIDA LICENSED SURVEYOR AND MAPPER
RECORD COPY
OPTIONAL LOAD CALCULATION
FOR DWELLING UNITS PER ARTICLE 22-30 NEC
PROJECT: GLEN HOLT ALUMINUM LLC.
TYPE UNIT: NEW BUILD 01 912 MAPLE AVE. SANFORD FL. 32771
LIVING AREA: 1060 SQ FT
GENERAL LIGHTING
1,060 X 3 Watts per sq. ft. 3,180
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 @ 1600 Watts Each 4,500
Well's 0
Water Heater 4,500
Future Pole Barn
U/c Ice Maker
U/c Ref.
Patio Grill
Car Lift
TOTAL 31,780
Ist 10 kw @ 100% 10,000 @ 100% 10,000
Balance @ 40% 21,780 @ 40% 8,712
A/C Unit @ 100% 3,840
Electric Heat @ 100% KW 10,000
TOTAL NET COMPUTED LOAD 32,552
Total Load 32,552 240 135.6 - AMP
rq6,
Q L)D,,V
S
4 4
A
7
This document has been electronically
signed using a Digital Sigruitu,
t.
Prnn'ted RECORD COPY
copies without an original sig '..t
be verified using the original electronic
version.
H. ALffF--"11t%4E
ANfTWCOMPMY
COA #0 278
10/31/2018
70861
STATE OF
41
ORID.,
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Inf6rmatiow",', Pag
Customer Angle Truss Company Job Number: 96963
Job Description: -96963 /BRINSON RESIDENCE /Fill in later
Address: 912 MAPLE STREET, SANFORD, FL 32771
Job Engineering Criteria:
Design Code: FBC 2017 RES View Version: FBC 2017 RES
JRef #.- lWfM67040002
WindStandard.- ASCE7-110 RoofLoad(pdo: 20.00-7.00-0.00-10.00
Wind Speed (mph): 140 Floor Load (pso: None
This package contains general notes pages, 14 truss drawing(s) and 0 detail(s).
Item Seal# Truss
1 302,18.1705.12148 T 1
3 302.18.1705.12147 T3
5 302.18.1705.12567 T5
7 302.18.1705.12163 T7
9 302.18.1705.12194 T9
1 302.18.1705.11990 CJ3
13 302.18.1705.12021 EJ7
lteml Seal #. Truss
2 302.18.1705.12240 T2
4 303.18.1646.27073 T4
6 302.18.1705.12164 T6
8 302.18.1705.12459 T8
10 302.18.1705.11991 Cil
12 302.18.1705.11976 CJ5
14 302.18.1705.12458 HJ7
41'5
ING
SANFOP0
10 PAR'
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2- and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. he truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI I Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or 1310 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM Al 063 galvanized steel with the following designations, T;T
gauges and grades: W=Wave, 20ga, grade 40,- H=High Strength, 20ga, grade 60; S=Super Strength, 18g .grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1 118, available on-line at
www.icc-es.org.
7
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths,,forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL Bottom Chord standard design Dead Load in pounds per square foot.
BCLL Bottom Chord standard design Live Load in pounds per square foot.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value.
L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CS1 = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
R maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL Top Chord standard design Dead Load in pounds per square foot.
TCLL Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(LL) maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non -hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1
References:
1. AF&PA: American Forest & Paper Association, 111, lqh Street, NW, Suite 800, Washington, DC 2003
www.afandpa.org.
2. ICC: International Code Council; www.iccsafe.orct.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, Wl 53719-1 www.sbcindustry.co
SEQN: 768592 / T5 /
COMI Ply:, 18 Job 4umber: 96963
FROM: PC Qty BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later
Truss Label: T1
Cust: R R6704 JRef: 1 WIM67040002
DrwNo: 302.18.1705,12148
FV 10/29/2018
7"1 1 11"2 14'4 20'8"14
7'_,;;i 4 - 4 6'4"14 + 6'4" 14
4X4
E
28-8"
VT 28'8"
4 77'14
1 10'3"4 3' 12 " !2 1 10'3"4 114iii
4' 18 2 28'8" 10'3"4 1
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defi U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: INA VERT(LL): 0.111 J 999 360 Loc R+ I R- Rh /Rw /U /RL
B 1193 /613 /128 /178BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.198 J 999 240
BCDL: 10.00 Risk Category: 11 Snow Duration: INA HORZ(LL): 0.033 J - - H 1193 /613 /128
Des Ld: 37.00
EXP: C . Kzt: NA
HORZ(TL): 0.060 J Wind reactions based on MWFRS
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 H Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.403 Bearings B & H are a rigid surface.
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0,259 Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l 0(0) Maximum Top Chord Forces Per Ply (lbs)
Chords Tens -Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):
VIEW Ver: 17.02-02.1208.15 B-C 759 -2259 E-F 701 -1986
C-D , 678 -1992 F-G 678 -1993
Wind Duration: 1.25 WAVE
Lumber
D-E 701 -1985 G-H 759 -2260
Top chord 2x4 SP #2
Bot chord 2x4 SP SS Dense
Webs 2x4 SIP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 28.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Top Chord overhang(s) may be field trimmed. M,
Ff %
I
408NI
0
14X
n Al
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B-L 2025 -585 K-J 1388 -316
L-K 1388 -316 J - H 2025 -601
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - L 296 -400 E-J 681 -169
L- E 680 -169 J- G 296 -400
COA
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Buildingenaet, In a n b an SB A 0 aEly es, . erf 11 n he e n n In ta e hal de te ' f- ro 0 1 t I s fu ct'o s s " Is s ' prov mpo
h hn aInd bot' m cho d shall h e a pro
s v c' P . p
I r t 0 M , g
t
t s
Oract c
h d tnuc ura s ea
fo TP',
s p
C ' rtha f ha e er a ac ehchords srop
b hall ha e b a n sa d e BC n B3 B7nnIprt'.1in f in I r IN 'o -
e'f
f ' to
ss noted 0 erw e
y '. h._n to _anen latera ret
S
tes to each face 0 truss and position a. shown above and on the J.' n Deta, is unless noted otherwise I
e B S nl
d ce 1, L
cal15 . App y
s1 60 _Z for s PI t p.st,. rAandardaen ,
a division of ITW Building_Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build themnfnrmAnnPwithAN.';[ PI 1 nrfnrh;;nt1Iinn hinninn inqtqllntinnqnrihririnnnftniqp,Aqp;klnnthi-rirawinnnrenvi-rnan,-
ALPINE
m com"y
SEQN: 768595/ T4 / HIPS Ply:: 12 Job 4umber 96963 Cust: R R6704 JRef: 1 WIM67040002
FROM: PC Qty BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later DrwNo: 302 18.1705.12240
Truss Label: T2 / FV 10/29/2018
6712 13' 22'0"6
6 0 6'4"6 1711j.". 6'4'r.
4X4 --4X4
D E
3X5
28'8"
6'6-2 1 6-6-2
13'
28-8"
6710
t
2
ID
I t
Loading Criteria (ps Wind Criteria Snow Criteria (pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PPDeflectionin locL/defl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0. 117 J 999 360 Loc R+ R- /Rh /Rw /U /RL
B 1138 /617 /338 /164BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0248 J 999 240
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.047 1 - - G 1138 /617 /338
Des Ld: 37.00
EX P: C Kzt: NA HORZ(TL): 0.088 1 Wind reactions based on MWFRS
Code I Misc CriteriaNCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.495 G Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.695 Bearings B & G are a rigid surface.
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.706 Members not listed have forces less than 375#
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l 0(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords' Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
VIEW Ver: 17.02.02.1208.15 B-C 813 -2227 E-F 668 -1594
C-D 668 -1594 F-G 812 -
Wind Duration: 1.25 WAVE
Lumber
D-E 660 -1403
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 13.00 15.67
BC 75 0.15 28.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Top Chord overhang(s) may be field trimmed.
U wtmvoz.
1
0
A%
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-M 2003 -650 K-J 1403 -391
M-L 1999 -652 J - 1 1999 -667
L-K 1403 -391 I-G 2003 -665
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-L 301 -716 J - F 300 -716
S1 I
COA MP IONALer7-iz mm"o
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingncE
I
a division of ITW BuildinA-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build themnfnnrn;;nr,P.%vithAN.qI PI I nrfr)rhAnrilinn qhinninn in,.;tqIlqtinnnnr1 hririnn nf trijqqpqA qpal nn thiq drawinn nr r.nvpr nano
10^11.,
ALPINE
SEQN: 768598 / T3 / HIPS Ply:: 12 Job Slumber: 96963 Cust: RR6704 JRef: 1 67040002
FROM: PC Qty BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later DrwNo: 302.18.1705.t7147
Truss Label: T3 / FV 10/29/2018
64"110
64"110
111 17-8"
5'76 6'8"
4X8 ffl4X6
ID E
28'8"
23-T-6 28'8"
57"6 54"10
11 52 3' 36"4
1 M' 4 14 1.
i 5:32::1114 1 11:
2
1 i4, 7.6.4 E'_F"12 288 .
Loading Criteria (psf) Wind Criteria Snow Criteria (pg,Pf in PSF) DefilICS1 Criteria A Maximum Reactions (Ibs)
TCLL 20.00 WindStdi ASCE7-110 Pg:NA Ct:NA CAT:NA PPDeflectionin IocIJdefI U# Gravity Non -Gravity
TCIDL 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.120 L 999 360 Loc R, I R- Rh /Rw /U / RL
BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.223 L 999 240 B 1138 /619 /339 /142
BCDL: 10.00 Risk Category: 11 Snow Duration: INA HORZ(LL): 0.047 1 - - G 1138 /619 /339
Des Ld 37.00 EXP: C Kzt: NA HORZ(TL): 0.088 1 Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCIDL 4.2 psf
BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.447 G Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.667 Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a 3.00 ft Rep Fac: Yes Max Web CSI: 0.375
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.0() ft FT/RT:20(0)/l 0(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.25 WAVE VIEW Ver: 17.02.02.1208.15 B-C 855 -2273 E-F 737 -1778
C-D 739 -1786 F-G 854 -2273
Lumber D-E 740 -1599
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-M 2053 -700 K-J 1596 -493
In lieu of structural panels or rigid ceiling use purlins M-L 2050 -702 J - 1 2050 -717
to laterally brace chords as follows: L-K 1596 -493 I-G 2054 -715
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 11.00 17.67
BC 75 0.15 28.52 Maximum Web Forces Per Ply (lbs)
Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp.
at 24" OC unless shown otherwise above.
C - L 225 -488 J - E 386 -30
Wind D-L 385 -23 J - F 226 -494
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Top Chord overhang(s) may be field trimmed.
S
C OA AL
mmi
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
xtreme care in fabricatino, handfin hi talling and bracing. Refer to and follow the latest edition of BCSI (BuildingponenSafetyInformation, b T[Plan SBCA) Airssq'ire inl?Jct=s prior to performing these functions. Installers shall provide temporary
in er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottorahord shall have a pro erlyicheriidceilin . Locations shown forpermanent lateral restirdint of webs shall have brja0c np installed per B I sections B3 B7 or 9103pplicae. App y vlates to each face ot truss and position as shown above and on the In Details, unless noted otherwis6. kefier to' wings 160A-Z fbr s andard plate positions. ALPINE
ine, a division of ITW Buildinr$Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build theqinrnnfnrnn2nnP. with ANSI P1 1 nrfnrh:;nr1Iinn hnninn inqtnllntinnqnrihrqrinnc)ftriigqp.qA;tpalnnthi,drawinnnrr.nvprnang-
SEQN: 770475 T2 HIPS Ply:: 1
2
J9ob Number. 96963 Gust: R6704 JRef: 1 67040002
FROM. PC Qty _ 6963 /BRINSON RESIDENCE /Fill in later DrwNo: 303.18.1646.: 77073
Truss Label: T4 I / WHK 10/30/2018
91 14-4" 28-8"
5-4" .1
9.
i i 164" " 91
6X8 1112X4 6X8
G D T2 E
12
F
5
B F
A
K i I H
3X5(AlT) 1112X4 3X5 -- 3X7 1112X4 =-3X5(AlT)
28'8"
9'1"12 "8" 57-4 9'1"12
9'1"12 '3.,
1 14'4"! 19'6"4 28'8"
1
Loading Criteria (psq Wind Criteria Snow Criteria (pg,Pf in PSF) Defil/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindSt& ASCE7-110 Pg NA Ct:NA CAT:NA PPDefiectionin IocL/defi U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.111 D 999 360 Loc R+ R- Rh /Rw /U / RL
B 1138 /617 /341 /121BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.204 D 999 240
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.043 H - - F 1138 /617 /341
Des Ld: 37.00
EXP: C Kzt: NA HORZ(TL): 0.080 H Wind reactions based on MWFRS
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: 1500 ft
Creep Factor: 2-0 B Brg Width = 8.0 Min Req = 1.5
Soffit: 2.00
TCDL: 4.2 psf
Bldg Code: FBC 2017 RES Max TC CSI: 0.624 F Brg Width = 8.0 Min Req = 1.5
Load Duration: 1.25
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.885 Bearings B & F are a rigid surface.
Spacing: 24.0 C&C Dist a 3.00 ft Rep Fac: Yes Max Web CSI: 0. 127
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0. 18 Plate Type(s):
VIEW Ver: 17.02.02.1208.15 B-C 808 -2055 D-E 878 -2002WindDuration: 1.25 WAVE
C-D 878 -2002 F-F 808 -2055
Lumber
Top chord 2x4 SP SS Dense:T2 20 SP #2:
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 9.00 19 67
BC 75 0.15 28.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above -
Wind
Wind loads based on MWFRS with additional C&C
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp- Chords Tens. Comp
B-K 1821 -612 I-H 1829 -626
K-J 1829 -610 H-F 1821 -628
i - 1 1829 -610
member design.
Additional Notes
Refer to General Notes for additional information 4'
Top Chord overhang(s) may be field trimmed. 0
C). 7,08 1
S 0
CON Q N A L.
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
rrusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI an SBCA) or sa Ety practices phor to performing these functions. Installers shall provide temporaracingDerBCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro e'ry
Mch6drimiciceilin,a Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or910Isapplicabe. App y vlates to each face of truss and position asshownaboveandontheJoin Details, unless noted otherwis6. keferto'
irawings 160A-Z fbr s andard plate positions.
Mpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drag.w,ing,apy failure to build thenk-q in mnfnrmqnns-_ with AN.RIrrPI 1 nrfnrhqndIinn ghinninn inqt;kll;;tinnin(ihrnt,.innnftrii-qc;p.,.qA-.%C-ainnth rawinn nr rnvpr wanp
14116141
ALPINE
Co~
SEQN: 768610 / T7 / HIPS Ply: I
FROM: PC Qty: 1
SOCn
1 -4 1 )
7'
7'
12
1. rl"12
i
7'1"12
Job Number 96963
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later
Truss Label: T5
121 1717
5,1" 47 2
6X8 3X5 1112X4
C D E
Cust: RR6704 JRef: 1VVfM67040002
DrwNo: 302.18.1705.12567
FV 10/29/2018
21'8"
i 1 81,
4'11 "4 7
H0610
28'8"-
47'12 9" 4' 91. i '§'E' -
11'9"8 16 1764-4 it '6"4
6X8
F
7'1"12
28'8"
I]
T
Loading Criteria (psf) Wind Criteria Snow Criteria (pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.313 E 999 360 Loc R+ R- Rh /Rw /U RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.586 E 580 240 B 2230 /661
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.084 1 - - G 2230 /661
Des Ld: 37.00
EXP: C Kzt: NA HORZ(TL): 0.158 1 Wind reactions based on MWFRS
NCBCLL: 0.00
Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 2.3
Soffit: 2.00
TCDL: 4.2 psf
BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.942 G Brg Width = 8.0 Min Req = 2.3
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.983 Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.584
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp-
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.25 WAVE, HS VIEW Ver: 17.02.02.1208.15 B-C 1429 -48134 E-F 1668 -5783
C-D 1650 -5739 F-G 1427 -4879
Lumber D-E 1668 -5782
Top chord 2x4 SP SS Dense:T3 2x4 SIP #2:
Bot chord 2x4 SP SS Dense
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B-M 4441 -1282 K-J 5795 -1682
1 plate(s) require special positioning. Refer to M-L 4471 -1294 J - 1 4467 -1282
scaled plate plot details for special positioning L-K 5795 -1682 1 - G 4437 -1280
requirements.
Purlins Maximum Web Forces Per Ply (Ibs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp- Webs Tens. Comp.
to laterally brace chords as follows: C-M 609 -40 E - J 329 -565
Chord Spacing(in oc) Start(ft) End(ft) C-L 1489 -429 J - F 1533 -450
TC 24 7.00 21.67
BC 61 0.15 28.52 L-D 332 -577 1 - F 609 -37
Apply pudins to any chords above or below fillers
at 24" OC unless shown otherwise above.
NO
Loading
1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
0
9.
A, 0 Q "ift
0
COA ONAIL
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildingom.ponent a ty Information, bl TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporabacterCSI. Unless noted oi herwise,top chord shall have property attached structural sheathinq and bottom chord shall have a pro Iy
aftrac ri id ilinq. Locations shown for permanent lateral restraint 6f webs shall have bracinq installed per BCS1 sections B3, B7 or F110,
as ap i e. PPTY ates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to
drawin s 160A Z for Xndard plate positions.
Alpine, a division of ITW BuildinA-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetriireinnorifnn-rinrirp. with ANSI PI 1 rir fnr hnnrilinn ghinninn ingtMIntinn And hrnninn hf tri ii;,PmA qpal nn thiq r1rawirin nr c.nvpr nanp-
ALPINE
Co
SEQN: 768618 / T1 / HIPS I Ply: 1
FROM: PC Qty: 1
T
12
Job Number 96963
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later
Truss Label: T6
7' "4 1.67
7' 14 '1111 7' . 1'2
6X8 1112X4 3X5
C D E
H0610
Z 5xio
F
Cust: RR6704 JRef: lWfM67040002
DrwNo: 302.18.1705.12164
FV 10/29/2018
28-8"
7-
28'8"
1. il : it i2 4'9"8 12 7, 1 2 7'1"1210
11I'll 1 "4 1' 06 ", 1 140 " 1 2 . 28'8"
11
Loading Criteria (ps Wind Criteria Snow Criteria (Pg,Pf in PSF) Defil/CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 Wind St& ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Gravity Non -Gravity
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.289 D 999 360 Loc R+ I R- Rh /Rw /U RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.540 D 630 240 B 2191 /649
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.081 1 - - G 2400 /721
EXP: C Kzt: NA
Des L& 37.00 Mean Height: 15.00 ft
HORZ(TL): 0.151 1 Wind reactions based on MWFRS
NCBCLL: 0.00 TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 2.2
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.905 G Brg Width = 8.0 Min Req = 2.4
BCDL: 5.0 psf Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.963
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist & 3.00 ft Rep Fac: No Max Web CSI: 0.555
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.25 WAVE, HS VIEW Ver: 17.02.02.1208.15 B-C 1398 -4785 E-F 1579 -5502
Lumber
C-D 1621 -5631 F-G 1412 -4760
D-E 1621 -5631
Top chord 2x4 SP SS Dense
Bot chord 2x4 SP SS Dense
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens- Comp.
Purlins B-M 4350 -1253 K-J 5558 -1610
In lieu of structural panels or rigid ceiling use purlins M-L 4380 -1255 J-1 4278 -1219
to laterally brace chords as follows: L-K 5558 -1610 I-G 4263 -1225
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 21.67
BC 62 0.15 28.52 Maximum Web Forces Per Ply (Ibs)
Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp.
at 24" OC unless shown otherwise above.
C-M 614 -40 E-J 323 -579
Loading C-L 1458 -426 J - F 1438 -423
1 hip supports 7-0-0 jacks with no webs.
D - L 336 -578
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information o. A08 I
S AT 0 0Jr. 4Z
kZ' , rii .........
C 0 A W47/_ONAI- ft*WMl0'10
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, hapdling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
a division of ITW Buildina Components Grou ALPINErgfnc.,shall not be responsible for any deviation from,this drawing,any failure to build thernnfnrmnnrPwithAN.911TP1 I nr fnr hnnril ghnninn in t:;Il;itir)nqnrihrArinnhftrii,.,k.-.qAq,-.a nrithi-qvirawinvinrr.ovarnana
SEQN: 7685751 T17 / COMN Ply:, 14 Job Yumber 96963 Cust: R R6704 JRef: 1 WfM67040002
FROM: PC Qty BRI NISON RESIDENCE -96963 IBRINSON RESIDENCE /Fill in later DrwNo: 302.18.1705. 2163
Truss Label: T7 / FV 10/29/2018
I
I
ED
zo
W71
Loading Criteria (psf) Wind Criteria
TCLLi 20.00 WindStdi ASCE7-10
TCDL: 7.00 Speed: 140 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C Kzt: NA
Des Ld- 37-00 Mean Height: 15.00 It
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 15.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Top Chord overhang(s) may be field trimmed
T8"
7'8"
1114X6
B
164"
T8"
7'8"
Snow Criteria (Pg,Pf in PSF)
Pg:NA CtiNA CAT:Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Durabon: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
15'4"
7-13"
7'8"
15'4"
Defl/CSI Criteria A Maximum Reactions (Ibs)
PIP Deflection in loc L/defi U# Gravity Non -Gravity
VERT(LL): 0.022 E 999 360 Loc R, I R- / Rh /Rw /U /RL
VERT(CL): 0.040 E 999 240 A 576 1- /301 /59 /97
HORZ(LL): 0.011 E - - C 638 /352 f75
HORZ(TL): 0.020 E Wind reactions based on MWFRS
Creep Factor: 2.0 A Brg Width = 8.0 Min Req = 1.5
MaxTCCSI: 0.554 C Brg Width = 8.0 Min Req = 1.5
Max BC CSI: 0.626 Bearings A & C are a rigid surface.
Max Web CSI: 0. 130
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp- Chords Tens. Comp.
VIEW Ver. 17.02.02.1208.15 1 A-B 391 -925 B-C 375 -925
C 0 A 0 N A
10/31/2018
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
A-E 795 -244 E-C 795 -244
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlinp, shipping, in$talling.and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSfetyInformation, b c E ) performing these functions. Installers shall provide tempo11TPIanSBCA) or safety practices pnor t(
d ri 38SL Unless noted o herwise,top chord shall have properly attached structural sheathin q and bottom chord shall have a proFX0 ymidceilin,% Locations shown for ermanent lateral restraint 6f webs shall have bracinp ins ailed per BCSI sections B3 B7 or 10iical5e. App y ates to each face op, russ and position as shown above and on the Join Details, unless noted otherwis6. Refer to'
is 160A-Z fbr &dard plate positions.
a division of ITW Buildi7,$Components Group Inc. shall not be responsible for any deviation from this drawinra,ang failure to build themnfnrmnnnPwithAN.q1I P1 1 nrfewhnnrilinn qhinninn in,tqlqtinnnnrihrA(-.innnftriiRRiz-qA-qp;llnnthi-qr11 wi netre-nvarnacip
ALPINE
M cow
SEQN: 7685761 T16 /
COMI
Ply:: 14 Job 4umber: 96963 Cust: R R6704 JRef: 1 WfM67040002
FROM: PC Qty BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later DrwNo: 302.18.1705.12459
Truss Label: T8 I FV 10/:
ZD
1
Loading Criteria (psf) Wind Criteria
TCLL 20.00 Wind Std ASCE7-110
TCDL 7.00 Speed: 140 mph
BCLL 0-00 Enclosure: Closed
BCDL 10.00 Risk Category: 11
EXP: C Kzt: NA
Des Ld: 37.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 15.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Top Chord overhang(s) may be field trimmed
r8"
7'8"
1114X6
C
164"
T8"
T8"
15 4"
7'8"
T8"
15'4"
v -
Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# Gravity Non -Gravity
Pf: NA Ce: NA VERT(LL): 0.022 F 999 360 Loc R+ R- Rh /Rw /U / RL
Lu: NA Cs: NA VERT(CL): 0.040 F 999 240 B 638 /352 /191 /106
Snow Duration: NA HORZ(LL): 0.011 F - - D 638 /352 /191
HORZ(TL): 0.020 F Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
Bldg Code: FBC 2017 RES MaxTCCSI: 0.554 D Brg Width = 8.0 Min Req = 1.5
TPI Std: 2014 Max BC CSI: 0.621 Bearings B & D are a rigid surface.
Rep Fac: Yes Max Web CSI: 0. 129 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l 0(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver- 17.02.02.1208.15 B-C 367 -925 C-D 368 -925
a a 4
IE
0 08 1X81
8
A * P
COA TP12YON
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
8 - F 795 -219 F-D 795 -219
10/31/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i require extreme care in fabricating, handlinp, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingcE
a division of ITW BuildiaComponents Group Inc., shall not be responsible for any deviation from,this drawing,any failure to build the
rnnfr)rm.qnrP. with ANSI PI I nrfnrhnnrHinn ghnninn in-qtnllntinnnnrihrqr.innnftrit.goiz.qAqpa nnthi_qdrAwinnnrr.nvc_hrnanp
ALPINE
cwp
SEQN: 768624 / T1 8 / HIPS Ply:: I Job 4urnber: 96963 Cust: RR6704 JRef: 1WIM67040002
FROM: PC Qty BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later DrwNo: 302.18.1705.12194
Truss Label: T9 / FV
Loading Criteria (psq
TCLIL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 3700
NCBCLL: 0.00 -
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
1
Wind Criteria
WindStd: ASCE7-10
Speed: 140 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0. 18
Wind Duration: 1.25
7' 8-4"
T 1-4-
4X6 ffl4X6
C D
7'1"12
7T'12
Snow Criteria (Pg,Pf in PSF)
Pgi NA Ct NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
15'4"
15'4"
7'
7'1"12
15'4"
Cn
I
Defl/CSI Criteria A Maximum Reactions (Ibs)
PP Deflection in loc Udefi U# Gravity Non -Gravity
VERT(LL): 0-060 G 999 360 Loc R, R- /Rh /Rw /U RL
VERT(CL): 0112 G 999 240 B 1095 /334
HORZ(LL): 0.023 G - - E 1095 /334
HORZ(TL): 0.042 G Wind reacbons based on MWIFIRS
Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5
Max TC CSI: 0.661 E Brg Width = 8.0 Min Req = 1.5
Max BC CSI: 0.764 Bearings B & E are a rigid surface.
Max Web CSI: 0.208
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 17.02.02.1208.15 1 B - C 609 -2044 D-E 609 -2044
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 8.33
BC 75 0.15 15.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
o
IL rN
0A
C-D 530 -1852
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp- Chords Tens. Comp.
B-H 1825 -525 G-E 1825 -525
H-G 1852 -530
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp-
C-H 546 -98 G-D 546 -98
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSefetyInformation, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporabracingper3S1. Unless noted d1herwise,top chord shall have pro erig attached structural sheathinq and bottom Chord shall have a progVy
attached rAid ceiliny,_ Locations shown for permanent lateral restrapint of webs shall have bracinp installed per BCS1 sections B3 B7 or 10, as applicab e. App y ates to each face of truss and position as shown above and on the Join Details, unless noted otherwisii. Refer to
drawings 160A-Z fbr &clard plate positions.
Alpine, a division of ITW BuildinA-Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetnmqinmnfnrrninrP. with ANAI PI 1 nrffirhinrilinn ,zhinninn inOnlintinn nnrl hrnninn hftniqgP.qA --Pal nnthiq drawirin nrenvarnanp
ALPINE
Job Number 96963 Ply: 1 SEQN: 768574 / T10 / JACK Cust: RR6704 JRef: 1 .=67040002
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later Qty: 10 FROM: PC DrwNo: 302.18.1705 1991
Truss Label: CJ1 SSB / DF 10/29/2018
T_
41
L
Loading Criteria (psf) Wind Criteria
TCLU 20.00 Wind Stdi ASCE7-10
TCDL: 7.00 Speed: 140 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C Kzt: NA
Des Ld: 37.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFIRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.25
Lumber
Top chord 2x4 SIP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 9 015 0.91
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
12
5 F——
C
2X4 (A 1 T)
10115
10"15
I
Snow Criteria (Pg,Pt in PSF) Defi1CSI Criteria
Pg: NA Ct: NA CAT: NA PIP Deflection in loc Lldefl U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(CL): NA
Snow Duration: NA HORZ(LL): -0.000 ID
HORZ(TL): 0.000 D
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES MaxTCCSI: 0.175
TPI Std: 2014 Max BC CSI: 0.022
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.02.1208.15
Additional Notes
Top Chord overhang(s) may be field trimmed.
Provide (2) 16d common(0.162"0.5") toe -nails at top chord.
Provide (2) 16d common(0.162"05') toe -nails at bottom chord.
Lj
6 % %
o 08 1
COA -ONAL
T
D
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- /Rh /Rw /U /RL
B 150 /- /115 /62 /29
D 12 /-3 /12 17
C 16 /-20 /23 /25
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
ID Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing 8 is a rigid surface.
Members not listed have forces less than 375#
10/31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide tempora
bracing er BCSI. Unless noted dtherwise,top chord shall have proped attached structural sheathinq and bottom ghord shall have a propeX
I
y
aattacheTrigidceilin,?,. Locations shown forpermanent lateral restraint f webs shall have bracing ins Iled per BC I sections B3, 7 or BI 0
0asapplicab e. App y ,Iates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to'
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
tni-,-q in mnfnrmnnr%-. with AN.qIrrPI I nrfnrhqnrilinn qhinninn in-qtAlIntinn:4nrihrnr.innnftrii--qpqAqpalnnthiqdrawinnnrr.nvprn;inp
141116b" .
ALPINECc.p_
Job Number. 96963 Ply: 1 SEQN: 768567 / T9 / JACK Cust: RR6704 JRef: 1WIM67040002
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later Qty: 10 FROM: PC DrwNo: 302.18.1705.11990
Truss Label: CJ3 SSB / DF 10/29/2018
12 C
2'10"15
2'1015
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in toe L/defl Lt#
TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D
Des Ld: 37.00
EXP: C Kzt: NA HORZ(TL): 0.002 D
Code i Misc CriteriaNCIBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES MaxTCCSI: 0.180
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.091
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:20(0)/10(0)
GCpi: 0. 18 Plate Type(s):
rVIEW Vr 17 02.02.1208.15WindDuration: 1.25 WAVE
Lumber
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 33 0.15 2.91
Apply pudins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Provide (2) 16d common(O.162"x3.5") toe -nails attop chord.
Provide (2) 16d common(O.162"x3.5") toe -nails at bottom chord. N
0.
E
I*
0.7.08 1
S 0
A%,
co
10/34/2018
TC:)
D
0
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh /Rw /U / RL
B 189 1- /129 /51 /63
D 49 1- /26 /-
C 69 /31 /41
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Big Width = 1.5 Min Req = -
Searing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
5 require extreme care in fabricating, handling, shipping, in talling.and bracing. Refer to and follow the latest edition of SCSI (Buildingnfunctions. Installers shall provide temporary
a r. ' 7 p 10orefrto
a division of ITW Buildin;+ComponFnts Group Inc. shall not be,responsible for any deviabon from this dra w,ing,aqy failure to build the
r,nnfnrmnnr-n with ANRI PI 1 nr or hnnrilinn qhinninn inqtql Minn ;4nri hrnr.inn of tri iqqp.,A gpal on th , rawinn or rnvpr nano
ALPINE
Mco~
Job Number: 96963 Ply: 1 SEQN: 768571 1 T8 / JACK Cust: RR6704 JRef: lWfM67040002
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later Qty: 10 FROM: PC DrwNo: 302.18.1705.11976
Truss Label: CJ5 SSB / DF 101:
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
1
Wind Criteria
Wind Std: ASCE7-10
Speed:140 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 57 0.15 4.91
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
4'10"15
41 0"l 5
Snow Criteria (Pg,Pf in.PSF)
Pg: NA Ct: NA CAT: Ni
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
Additional Notes
Top Chord overhang(s) may be field trimmed.
Provide (2) 16d common(O. 162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
Defi1CSI Criteria
PIP Deflection in loc Udefl Lt#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.006 D
HORZ(TL): 0011 D
Creep Factor: 2.0
Max TC CSI: 0.366
Max BC CSI: 0.234
Max Web CSI: 0.000
VIEW Ver: 17.02.02.1208.15
0.7.08 1
0A 14
COA -ONA
10/31/2018
Fee
C)
SO
NQT
C14
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh /Rw /U / RL
B 258 /169 /63 /97
D 87 /48 /-
C 119 /62 [76
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Big Width = 15 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingientSafetyInformation, b E rforming these functions. Installers shall provide tempora11TPIanSECA) r sa ety practices phor to peeerBCSI. Unless noted o herwise,top chord shall have properl attach d structural sheathin and bottom chord shall have a progel
d ce'l'n Locations shown for permanent lateral restraint f webs shall have bracinq insialled per BCSI sections B3 B7 or 10ncabl'e. Pil it plates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
s 160A-Zpfoprystandard plate positions. ALPINE
a division of ITW BuildinA-Components Group Inc. shall not be responsible for any deviation from this dr? in an ilure to build the .OD~ in g far.nnfnrrnnnr,-.vAthAN.qI PI I nrfnrhqnrilino qhinninn inztnintinnqnrihrArinnnftrit.p..A5tpalnnth ,r envpr nanp
Job Number 96963 Ply: I SEQN: 768568 / TI I / EJAC Cust: R R6704 JRef: 1 67040002
BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later Oty: 15 FROM: PC DrwNo: 302.18.1705. 2702 1
Truss Label: E.17 SSB / DF 10/29/2018
Loading Criteria (ps
TCLL 20.00
TCDL 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
11
I,
Wind Criteria
Wind Std: ASCE7-10
Speed:140 mph
Enclosure: Closed
Risk Category: 11
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.2 psf
BCDL 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0. 18
Wind Duration: 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CATi Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Additional Notes
Top Chord overhang(s) may be field trimmed.
Provide (2) 16d common (0. 1 62"x3.5") toe -nails at top chord.
Provide (2) 16d common(O-162"x3.5") toe -nails at bottom chord.
r
Defl/CSI Criteria
PP Deflection in loc L/defi U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.017 D
HORZ(TL): 0.032 D
Creep Factor: 2.0
Max TC CSI: 0.675
Max BC CSI: 0.493
Max Web CSI: 0.000
VIEW Ver: 17.02.02.1208.15
017 H
N-0 .0"s
0.7.08 1
S 0 42
COA
10/31/2018
C
Cl)
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ R- Rh Rw / U /RL
B 334 213 178 /133
D 126 171 /-
C 172 92 /111
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricatino, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, b c i s prior to performing these functions. Installers shall provide temporaryITPIanSBCA) or sa ety pracbceerBCSI. Unless noted o herwise,top chord shall have properly aftached structural sheathin and bottom chord shall have a progerly
lid ceiliny,. Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCS] sections B3 B7 or 0,
icab e. App y ates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwisii. kefer to
is 160A-Z fbr =dard plate positions. ALPINE
a division of ITW Buildin .Co
r$
Components Group Inc. shall not be responsible for any deviation from this drgwing,a9y failure to build the
r,nnfnrmnnr.P. with ANRI PI I nrfnrhqnrilinn qhinninn in-,t;ilntinnqnlhrgr.innf)ftrii.qp.qAqp;ilnnth rawinn nr r.ovpr nanp
SEQN: 768627/ T21 / HIP Ply:: 1
5
Job Slumber: 96963 Cust: RR6704 JRef: 1=:7040002
FROM: PC City BRINSON RESIDENCE -96963 /BRINSON RESIDENCE /Fill in later DrwNo: 302.18.1705.
Truss Label; HJ7 / FV 10/2912018
1
3 1 3
1'5"
Loading Criteria (pst) Wind Criteria
TCLU 20.00 Wind Std: ASCE7-110
TCDL: 7.00 Speed: 140 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: If
EXP: C Kzt: NA
Des Ld: 37.00 Mean Height: 15.00 It
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS, Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.25
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 9.61
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
5'8"5
5'8"5
97'5
97'5
9110,11
4'1"12
FBI
N
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PIP Deflection in loc Udefl U# Gravity Non -Gravity
Pf: NA Ce: NA VERT(LL): 0.028 E 999 360 Loc R+ R- Rh Rw / U RL
Lu: NA Cs: NA VERT(CL): 0052 E 999 240 B 315 /99
Snow Duration: NA HORZ(LL): 0.009 E - - E 387 /53
HORZ(TL): 0.016 E D 196 /116
Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFIRS
Bldg Code: FBC 2017 RES Max TC CSI: 0.640 B BrgWidth=11.3 Min Req = 1.5
TPI Std: 2014 Max BC CSI: 0.706 E Brg Width = 1.5 Min Req = -
Rep Fac: No Max Web CSI: 0.291 ID Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
FT/RT:20(0)/10(0) Members not listed have forces less than 375#
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp.
B-C 297 -638
Additional Notes
Refer to General Notes for additional information
Provide (2) 16d common(O.162"x3.5") toe -nails at top chord.
Provide (3) 16d common(O.162"x3.5") toe -nails at bottom chord.
NNIV -I
I
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - E 609 - Z71
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C-E 294 -662
S WATO
C0Awoa;gY0NAL'F
Wown"
31/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Buildingn0E
I
a division of fTW Buildinr$Components Group Inc. shall not be,responsible for any deviation from this drawing,any failure to build ther.nnfnn'nnnr,p with ANSI PI 1 nrfnrhqnrflinn qhinninn in-,t2intinnnnrihrqr-inne)ftrii-qpqAqp;ilnnthiqrirawinnnrrnvprnanp
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ALPINE
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T4
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5/12 L> JOB NO:
13'4" 15'4"
96963
PAGE NO:
I OF I
RECORD COPY
City of Sanford
Building and Fire Prevention
Permit # # 1 8 - 4 4 7 5
specificatio rm
Project Location Address 912 Maple Ave. Sanford, Fl. 32771
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5- More information about Statewide Product
Approval can be obtained at www.floridabuilding.org,
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Desc ption
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Masonite International Co!p. V220:ggp Steel Inswing En#y Door FL 22513.6
Sliding PGT Industries Inc. VinA Sliding Glass Door FL 251.9 - R30
Sectional Clopay Building Products One Car Garage Door FL 15279.1
Roll Up
Automatic
Other
2. Windows
Single Hung Jeld-Wen Windows Vinyl Windows FL 14104.1
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Pr9jected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits canL(a Vinyl Vented & Solid Soffit FL 12198.3
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles GAE Asphalt Roof Shingles FL 10124-R20
Underlayments CAF SynOwfic UrmWaynwd FL 1062"14
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
Coating
Liquid Applied
Roofing §ystems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Categ ory / Subcategory Manufacturer Product
Desq!Vtion
Florida Approval #
Lnclude decimal)
S. Shutters
Accordion
Bahama
Colonial
Roll up,
Equipment
Other
6. SWights
S ylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicants Name Glen Holt Aluminum LLC. — Glen Holt
Please Print)
June 2014 3
7
NOTICE OF PRODUCT CERTIFICATION
C:" Company: Masonite I nternational Corporation Certification No,; N1013747-RI
1955 Powis Road Certification Date 06/0812017
We st Chicago, I L 60185 Expiration Date 06/3012021
Revision Date 0411312018
Product: Wood -'Edge Steel Opaque'! nsMng or OutwingDoor,w/Non4mpact Rated-Siddites
w/Wood Frame unless noted)
Specification: TAS2011202f203-94
Impact.- Large Missile Impact Rated Non -I mpact Glazing: Insulating Glass (Tempered)
The' Noticeof Product Certification' lsonly valid If the NAM! Certification Label has been applied to theproduct as described vAthin thisdocument. Theoertification
label representsproduct conformity tothe applicablespecification and that all certification criteria has been satisfied, This product has been approved for listing within
NAM I's Certified Product Listinq at "Av.Namicertitimtion.com. NAM I's Certification Proaram is accredited bv TheAmerican National Standards I n4itute (AN9. I
Insming Glazed Structural -_ water Missile Test Report Number
Configuration or or Maximum De ign Test 1 mpao Dra.mng Number &
OutsNing Opaque Sze Pressure Pressure Rated Comments
Its Opaque 3 0` X go' 70/-70 0.0 PSI Yes ATLNC 1001,01-13
Single Madnw.'r, Paml S= TV x eg*
AnChOrDetal QWG-MA-FL0211-17
X Ols VX 6 70/-70 3o psv Yes ATLNC 1001,0i-i3PJV-1857
4.5 psf - Madr=n Pmd Sze 3101 x ffir
7.50 psf k,,
Anchor DetaHs-DWC_MA-FL02ii-17
xx Its Opaque 6(r X 615" 551-55 0 psf Yes CTL,-2INT9:1
Double Maximun Pormi Si= & W x (Fir
AndworDejdl DWGwMA-R021IA7
xx O/S Opaque 60* X 68* 551_55 3.0 psV Yes 14cTL-Z1,0-2M1
Double 4,5 psf ' klaxilu" Pond Sim 7 V X 6 8,
7.5()p-4' Anchor Delails-OW&MA-FL0211-17
x0/0X I/S Opaque Door 6'(r x 687 W-55 0 pst Door -Yes NCR,210-293D-1
inglew/SjWjje Gazed Sidelite ScIdite-No Madnun Pland Sm TV x SEr (Sidelita TV x Vr
And Daail Dbr,.MA-FLWI-17
X0/0x 04S OpaqueDoor GOr X GEr 55f-55 3.0 psfl Door -Yes NCTL.210-293D-1
Sfnqlewl iidelite Glazed Sicielite 4.5 psf - SdeliWNo Madmurn P nd Sm NO" x 68"Mddita TOP x 68*
7.50 psf' Anchor Detafl DVW MA-FLC211-17
0X0 I/S Opaque Door 9cr X Gir 551-55 OP4 Door -Yes NCTL-21D.2920.1
Singlew/Siddites Gazed Sidelito Sidelites-No M=dnnurn P" 5m TV x Vir Mdollis TVx 6Z
Anchor 004W[Mr?AA-FL0211-17
QXO 013 OpaqueDoor 910' X UT 55455 3.0 psfl Door -Yes NCTL 210-2930-1
Sirqew/Siciclites Gazed Sidelite 4.5 psf Sidelites-No MID inn Pad SL V ; X 0 8' 19delfle TO' x 90"
T50 psf Anchor D4w1S-DVVC MA-RCQjj-j7
QxxO us Opaque Door IZ47 x 9W 551n% 0 psr Dw-Yes NCTL-210-2930-1
Doublewl"ites Gazedadellte Sidelites-No Mi-iff. w RrW Stze XW x 6 8' 13dollia NW x 61 Ir
Anchor DdsiJ 0VVC_MA-FL(1211-j7
OXX0 OIS Opaque Door JZ4! x 68' 551-55 1 3.0 -psr Door -Yes NCTL-Zj0-283D-j
DoLdgewlSiftites Gamd 51delite I 4-5 1& Sidelites-No Mmdrinurn Pand Szm, 310P X Grtr 13defita No' r&WIAnchorDetailrDWO-MA-FL0211-17
DeftNesBumpHo.r(?Lrtp 41!gTtwmhdd 2-DC4X1cSZ-S iC3WSvdflQThreMD1d _%Hi-D=0Ut%vin9ThreMD1d 4 ProTlThresh'id 5-HP0.1,V,1njiThr%hdd
National Accreditation& M anagement 1 nstitute I nc./4794 George Washi ngton M emor ial Highway/H ayes, VA 23072
Tel: (804) 684-5124/Fa-x: (804) 684-5122
NAM I AUTHORIZED S GNATURE:
92 ok I 1R
MASONITE.
WOOD -EDGE STEFt DOOR UNFrrVOUBLEDOORWIT7r, H1WrrHOU7'S(0ELffES
U-621L-ww
F%q1LwrD FM 4! WMIT=11" ToCulLoWl'. K., Urrm-11-M loy Ast 17
K"l Lo" mA mullLM14z V) Mlm muu-WRMLrIm.
I T %cmo oN
Exctu.. -115
AN'f',-5 QR MI
aN PAIM
Q I
T"T
TL I
M X: swf .wwre I 'F-105a.y- ly,`tN Lc—n I-
TMI MRiNCIN %FliM WEATMEMQ
i= 4OLM AN(w *c rm."D t
13E3 E3 0
1-0 0 0000 loo:
i*o 0 00 00i) 100JOON
S Mak-gu
M2- WX olfRu FIM
36.375" Mm.
7.5"
rpwr momL
M 013
DL
Lj lu
wll=-c=R-vNff KM!M),111
4r.t &lv
KURT VALTtWIQR
PICRZA P,r.
Isawi
qEZ DETAILSHT.
AJIkCH1MEN
I, ANCHOR ANALYSIS MR LOADING CONDITIONS PREPARED,
SIGNED AND SZA111D BY ROBERTO L.OMAS. PE
FLORIDA 1162511) WIT-1 THE LOWEST (LErST)
FK.-,'rNER RATING FROM THC DIFFZRFNT FAS-IENERS
BEING r N0, SIDERED FOR USE. )AMEI. HEAD. AND
TH.4F.SHOI-D FAqTENERS ANALYZED FOR 7HIS UNIT INCLUDE
10 WOOD SCREwss OR 1/4." TAPCONS, A PHYSICAL
SHIM MUST BE PLACIZO IN SHIM SPACE AT FACH ANCHOR
LUI A IUN 1APICON EDGE DISTANCE MIN 2-1/21-.
1WOOD >LRFill EDGE DISTANCE MIN 3/4".
a L
J—L;7
1. KWIKSET S%-RIFS 400 GRADE 3 CYLINDRICAL WICK ANDISERIES980GRADEIDEADLOCKHARDWARETOeEINSTALLED
5-1/2- CF:NT-ERLINE, JAT
2, 14" X 4" FULL MORTISE BUTT HINGES. 1 1
5.
CORPUGATED I I On' 1yoM
o- PC% E No 4' FROM IF
A2RTYPICALUASONRY
ANCHOR INSTALLATION Ll—cllL
2. THF WOOD SCRENY SINGLE SHEAR DESIGN VALUFS COIAF FROM
ANSI/AF&-A NIDA IR SOUTHERN PINE LUMBER AND ACHICIVEMENT
OF 1-1/2- MINIMUM EMB-OMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT 6F-
3. WOOD ',qUC.KS 8), OTHERS MUST BF ANCHORED PROPERLY TO
TRANSF`DR LOADS TO STRUCTURE.
4. MINIMUM DEWN VALUE' STRENGTH 0? ANCH,)RS 155 03S.
COMBINATION WOOD COMBINADON WOOD
MULLION (BOXED) MULLION (aOXED)
UN
MH NDMer--1
IYPICAL WOOD 13UCK
ANCHOR INSTALLA1.10N.
INTEGRAL WOOD
MULLION (CHS)
T 3
r-,
rM
rr7
R,
6
6
SEt MOLL
n Q)
tf)
2
ASTRAGAL RETAINFR SOLT HOLE
MUST BE DRILiEo THROUGH
THE THRESHOLD & INTO TH
x 2
5/5
DETA;L E" 4 A ,-I,
ATTACH ASTRAGAL RETAINER BOLT
MIXTURE DEEP ENOUGH
A 1 375- THROW
S-IRIKE PLA—, TO
AS SHOVIN
wink
MAJL T'
V
II
1.37"
OW'I
1 - i 1 7
HOT MaT
C7 is X I-1/y P s
T
ESHOQ
1.4
J
37*
Dw. . E4
D!L
T
MIAWDADE
MIAINJI-DADE CQW-TY
PRODUCT CONTROLSECTION
11805 %3W 2A'zl I D I
DEPARTNIFNT OF REGULATORY AND FCONONJ WRESOURCES (HER)
I—, In W,
BOARD AND CODE AW Miatili, HoTichl 33171-2,174
I INISTRA."VION MWSION T(786)315-2.590 P(736)315-2599
NOTICE OF ACCEPTANCE (NOA) 11-W. inniidide.g ovIeconom
T(f 1,11dustries,1ne.
1070 'Technology Drive,
North Venice, Fie 34275
SCOPE:
This NOA is being issued under the applicable rules and re,,UlatirOnS govel-ning the Use Of c0l'Stl`Uction rriatet
dOc-Umentition submitted has been reviewed and accepted. boy Miami -Dade County RER -Product Crnitrol Sectioll to
be used, in Nfiami Dade County and other areas where allowed by the Authority Tjaving Jurisdiction (AHJ).
This NOA shall riot be valid after the expiration. date stated below. The tyliami-Dadc County Product Control Section
fix 'Mianii Dade County) and/or the ild-D (in areas other than Miatui Dade County reserve the right to lj._jvQ this
product or material tcstcd for quality assurance purposes, If this product or material fails to perfomi in the acceptc(l
inanilcr, the manufacturer will incur tile expense of such testing and the AID may immediately revokc, modif, or
suspend thr; use of such product or matcTial within Their junisdiction. RER resentes the right to revoke this
occcptancc, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
rnect the requiremcnts of 01t; applicable building code'
This product is approved as described herein, and has been designed to comply with the Florida Build* Code,
includin.g tile Ijigh Velocitv Hurricane Zutle. Ing
DF,SCRII>TlOiN.Se'rtes"'.'64,-7 OlI
PPROVAL DOCUNLE NT: Drawing No. SGD-5470, titled"Vinyl Sliding Glass Door NQA (M)", sliects I
through 21 oF2 1, prepared by manufacturcr, dated 10,'051'15, with Revision A. dated 0105117, signed and sealed by
Anthony L. Miller, U., bearing the Miarn i-Dade COU11tv Product Control Revision stamp with the Notice of
Acceptance number and expiration date by tile Nfi-amii-Dadc County Product Control Scction.
MISSILE TiVIPACT RAT[N.G: None: Approved Hurricane Protection devices, complying %v/ "C, as
applicable are rcq uired.
UBE LLNG-: Each unit shall bear a permanent label with thc manufacturer's name or logo city. stateand series and
following statement: "Miarril-Dade County Product Control Approved", noted, here'
g
tn.
RENEWAL of this NOA shall be considered after a renewal application, has been filed an(,] there has been no
charge Ill tile applicable building code negativeLy affecting the performance of this product.
T'URN 101N of this NOA wi I[ occur after the expiration date or if there has been a revision or change in the
ulaterials, usc, and/or manufacture of the product or process. Misuse ofthis NOA as an endonsemer -ro uitofany1, d ct,
fOr sales, advertising or any other purpOSCS S11311 automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTINEMENT: The NOA number preceded by the words Miami-Dadc County. Florida, and followed by tile
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall bedoneinitsentirely,
P
WSPECTION- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
slild! be available for inspQctlon at thejob site at the request of the Building Official.
This NOA revises NOA #15-1210.02 and consists of this page 1, and evidence pages E-1 & E-2,,js well as approval
documetit mentioned above.
The submitted docunicatation was reviewed by Jorge H. Plasencia, PX
AM1 ME !U',,W`$`. NOA No. 17-04.
Expiration Date: April 21, 2021, g
APprovall),te: September 28,2017
Page 1
13
7cm () QM)
PQT Industries, Inc-
NOTICEOF ACCUPTANCE, VVIDPNCE SUBMITTED
A DRAWINGS
I , Manufacturer's die drawings andsections,
Submilted untler N10.4 X6, 11-0107,09)
2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NQA (M)", sheets I tbrough 21 of
21, prepared by nianUfildUrer, dated 10!05/1 5,,Mth Revision A dated 04/05/17., signed and
scaled by Anthony L. Mi tier, P.I-,.
B. TEM
I - Test report on 1) Air Infiltiation'fcst, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC,TAS 1-02-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entty 'rest, per FBC, TAS 202-94
along with marked -up drawings and installation diagram. of vinyl sliding glass door, prepared by
FenestratioriTcsting Lab, Inc., Test Report No. FTL 6637 (.5amples A- I thru A-5), dated 11/19110..
s,ignexj and sealed by Jorge A. Cau-so, P.
Subinlited rinder !V0A JYo. 11-0107.09)
2. Additional test report'No. FTL 6638 (sainpics A I thru A"212) per TAS 201/2203-94, issued by
FcaestrationTesting Lab, Inc.. dated 1,1!19/10, signed and sealed by Jorge A. Causo, P.'E.
Subniftfed ujid-erNOA JVo. 11-0107.04)
3., Additional test report No. FTL 8717, issued by Fenestration Testing Lab. Injo,dated 12107/15,
revised on 02115116 and 02,124/16, signed and scaled by Maln-lis Ortega, P. R.
Submitted under iVOA Alo. J5-1210.01)
4. Additional, test report No. YTI. 8546 isI sued by Fenestration Testing Lah, Inc., dated 11.106/15,
revised on 01/04/16 arid 021/1. 1/16, signed and sealed by Idalinis Ortega, P. E.
Su bmilte(l un der iYOA jVo. I 5-12J 0. 01)
5. Additional test report No. FTL 8-547 issued by Fenestration Testing Lab, Inc., dated I) I V04115,
d on 0'?/] 5'16, signed and sealed by Idalmis One a, P. F'. revise
Subinitted untler MOA No, 15-1210. 01)
6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Ine., dated 12/04/15,
revised o n 0 1104116 ' and 02/11/16, signed and scaled by ldalmi-,, Ortega, P P.
Subinitted under A10.11 NO. 15-1210. q1)
7. Additional test report No. YU 8549issuccl by Fenestration Testing. Lab, Inc., dated' 11104115,
revised on ; 2/04/1-5 and 02/1 Ul 6, signed and sealed by Idah-nis Ortega, P. E.
Siibrnit1ed,wzderJV0A Mo. 15-1210.01)
8, Additional test report No. FTL 8552 issued by FencstrationTcsting Lab, Inc., dated 12J04115,
revised on 02/15/16, signed and sealed by Idatrais Ortega, P. E.
Vubmitted untler NO.4 No. 15-1210. 01)
C. CALCU1,XYMNS
1. Anchor verification calculations andstructural analysis coniplyino -witil VBC-2014, prepared by
PUT, dated 12/09115 and last revised on 02/15/16, signed and sealed by Anthony T.'Millcr, P.E.
Subinitted under NOA No. 154210.02)
Product Control Unit Superviw
NOA No. 17-042OX7
Expiration Date: April 21,2()21
ApprovnlDate: September 28, 2017
RGT Industries. Inc.
NOTICE OF A(':(,FPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (continued)
2. Olazing complies with ASTMEM300-02, -04 & -09.
0. QUALITY ASSURANCF,
P INflami Da.de Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
I . Notice t)f A.cceptance No. 1,55-0528.1.4 isstied to Vision Fxtrusion l,imited for their "White
Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13,11,5, expiri
09/30/19. .
1118 on
2. Notice of Acceptance No. 16-0920.08 issued to Vision Fxft-Lision I.imited. for their "VE 1000
Tan 202 and lighter Shades (Non-Wbite) Rigid PVC Exterior Extrusions for Windowsaad
Doors"', dated 12/08/16, expiring on 12.129/2 1.
3 Notice of Accuptance No. 15-0528.15 issued to Vision F>irusion Limited of r their "Brown
Coated (Painted or Laminated) Wbite Rigid PVC Lxtcrior Extrusions for Windows ind
Doors", dated 08/13/15, expiring on 09f301119-
4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration SoNtions T.JSA, Inc. for
heir"TAN 3040 and Lighter Shades (Non-Wbitc) Rigid PVC Exterior Ex(rusions for
Windows and. Doors" dated 09/1 S/1 6, expiring on 02/04/2 1.
5. Notice of Acceptance No. 10-0712.04 issued to ENERG1. Fenestration S011.1tiOnS USA, Inc. for
their "Bronz and Lighter Shades of Cap Coated Rigid PVC It"',xterior Extrusions for
Windows and Doors" dated 09/15/16, expiriag on 04/16/20.
6, Notice of Acceptance No. 16-0712.03 isstied to ENERGI Fenestration Solutions USA, Inc. for
their "White Rigid PVC Exterior Fxtrusions for Windows and Poors" dated 08/10/17,
expiring on 02/2 8/18.
7. Test reports No(s). 10-002-792(A) 10-06-MO527, 535753-09, per ASTME-84, ASTMD 19219
and ASTIVTD 635, issued by T-X0VA to Vision Extrusion for cellulosi.c composite material.
Stibmitted under NOA. JVo. 11-0107.04)
F, STATEMENTS
1. Statement letter o-rconforntancewith Ydition (2014) and FBC-61h I ICidition (2017),
issued by manufacturer, dated 08/14/17, signed & scaled by Lynn Miller, P.P.
2. Statement letter of no financial interest, dated 04/18/17, issved by MUBUIaCtUrer, sigiled
sealed by Lynn 1\41[ler, P.E.
3. Letter of lab compliance, part of the above test reports.
G- OTffER
1. Notice of Acceptance No. 15-1210.02, issued to PGI'Indllstrics, fbr their Series "5470" Vinyl
Sliding Glass Door (Reinforced) —N.Y.", approved on 0310316 and expiringon 04/21/9—
Jorge IVL Plasencia, PX
Pr6duet Coittrol Uii it Supervisor
NOA No. 17 0420.07
Expiration Date: April 21, 2021
Approval Date: Septenilmr28,2017
E-2
WT v
LAMINAlikDIGCAAZNGAWHORE 1,CRPAINV=DSUBSTPATL,,
m
D jjoN PRESSUREE . RW"E&. r
LIE" 12
I
m; HEAD ANCHORAGE DETAILS
RMIX (3.-TRACK)
AMM JiS DR GU FA
two
SILL ANCHORAGE DETAILS (
M I AWtCN
K-Omw
KNOWNG THE PRODUCTS REQUIRZ`IENTS, WAN THROUGH TABLES 14 PRODUCT EVISED
FOR A DESiGM PRESSURE THATIVIEETS DR E KCEEDS THE RF.CIUJR',-tAgur OP
40",G AT A NOM. PMEL SIZE OF 41r)( 114. FROM TABLE 1. SKEET T THE END PANEL ANCHOR EXCEPTION- RoA-"
QrS,'CN PIREMRS IS -M-CD WHITCH EXCEEDS THE PR04ECT DESIGN
PRESSURE RE-CILAREMENTS. = T.; 7 A
To -6 a.
FOR WOOD INSTAMA' ION USANCHORINGROUPASEETA=ZTAEIE
i SPOrm ANCHOR RECUIMENTS OFF:
2) ANCHDR LOCATION DETAAA CAN BE FOUND ON,.
do MR' THE'CX CLUSTER ANCHOFIS ATWhC%RT-1= T = (OM-k - Hr ftT 12 FOR S& L (SHOWN) AN D H FAP. A-N"CHC'R~SATE T`4-.a&
V
i HES sKEET 12 FOR THh-A ICHORS AT THE M DM;NT OF END PANVLS ARE ONLY REQUIRED IF THE
W, O.C. DISTANLr TO THE NEXT Clf OR CLUSTER IS OVER
TI
P —f—
P-MOOK JAA18 SUL JQULTT HORS SKEET I '. FOR THE -CS' CLUSTER ANCHORS. AT 26-37, OTHIERVASE AMIRM ARE NOT KOURE-0 AS
Alii,5KQWGIF ANdiT6§ AGE THE INTEKOCKIASTRA(W. REN THE FIGURE ABOVE: I . .......... .
SILL,PnMtSD .MqnrLSH5V 11 FOR THE WANCHORSAT THEATE2FTAIL, 'jaD.
I
TA I MirSPAN OF EACH PANEL SVCS
4A%I L S ANCHORS, SHEET 13 FOR GEN LAYOUT. INYL SlIo1w, GLArZ DCOR NDA (NI) IQM-1415
f E-HOOK: 7 ANCHORS, SHEET 13 FOR GENEMORALLWABLEEW0GURATtWZANDEXACTLAYOUT. SHMI . o OR FXAXPLE J Ro
CATIONS FIDROSS-SECTIONDRANVINGS, 11 rliFli 3J G, GTlQo NSTALLATIQN 015sw_ FOR SPECIFIC GLAZINI. TYPES. 3)6 -TAILS INTO WOOD CAN =-.
D-Q.
THlSr"FcT-
SHEIFT, 'IT FOR A1.10MU1,11. PAN'54 TYPrS AND CALL PMM 5. BE poUND otj
HFAD & S!U: SHERT 4SHEETS4 & 18 FOR 00 RUSION CROSS-SECTON DRAWIN
4HEF-r in mR awAtIATtom or ADgmqwA =Ri N_ VENIC FL 34275
9OF21 AOF, lKST24PORAHILLO' TEMAIS
I
LACCL M t=: $HFIET 3 ISGO-4470 =pzSHMT (I
ETV
TWANCHOPT)ePF,
C DM4,W AAID
FDGk DISTANCE PER_
suaSTRATS,rEE
TABLEA.SHEETIA
x3TE 3L aum
1-BLICKSTRIP. SEE
NOTE 3. SMEFT 1
PLATS. AT
L
D TAF ::IL ? IMADSTIPOR
I DETAIL B11
END, Oc
FWAZ WIDTH
cQvr Q,R- I
WWO,c.
DAYLIGHT
WIDTH
METAL M, 5E15 ANCHOR i
NOTE 4. SHWt 1; I.W OF 3
THREADS02YONPTHE
MGITAL SUWTRATE
M-0
M?TKAV
EDGE
fhM.W.
PMAT W4* M X, -a I
A
Tt W---T E", BEDMENT
L - - - - - - - t- PDX 39*SP4S REINFORCEMENTSCMV.7
Typ ANCHOR--,\ C.)PM STIM LOCATED AT CENTERLM AND V. HORIZONTAL SEC-110N __ $1-10 r A I r FROM Ff=' (FACTORY INSTAkLM).
FFaEDIAF NTANV
ED45E DISTANCE PER.
SUF$STRATJ SES--
E TAILC21 DEVAFL12 Dr -TAIL U TAZLE A. SI-IMT I a
F NOTE 3. MOVJF
WSMAE34T
DAYI-131IT
PRODUCT REVISED
TYP. ANCHOR TYP
EmarmuSINT AND
SI)QU: DISSTANCE
R SUBSTPATE4
I & NOTR 3 SELOW
IL
1W MAX.
H0RIZqNTAL SEC-nDNI Q 0 HOWN
CC, 7 M—M PER ASTRAGALMff 8U
AKCHOR R&CtJ!RZMFW INSTALLED W EITI-I.M
I- FIXED PANEL CLIP a INTE.: OR OR
ANCHORS, CFZ- M-ERIOR D;REC3!QN,
0;
111., A.SAPPLY TO Z 3 AND 4 TRACK CONFIGURATIONS.
21 RZFER TO AWHOR NOTES. SHI-ET 1.
15 ICE' DETAIL SHEET i ALL PAR NTICAL.
3) *E.B SRML 13 J OR ANCMOR LOCATID lq SPACING— FOR
ANCHOR OUANTMES, SM TABLES I d 2. 393-1 WNYL rLIDjN.G CLASS DOOR NOA (MI) A
4)CONT"JCA'-'Akl:tQRPWP..ITFA#4.tE;R-'L'UREDATALL
FRAME ANCh'Qft LOCATIOW5. 1 INSTALLATiOAHORIZONTAX CUT, 4 JROSOVVSKJu
5 FANM VrDTH DOES NOr INCLUDE Wrt"-= OR ASTRACAL ADD -ON.
6; SMI TAB= I di 2 FOR REINFCACBU-NT REQUIPFIAENTS ALL NO CHANGE$ T14:5 8HSST. 04105,'17
z
RERIFORCIFIAW[U. ARS APPROMMAMY TLW FULL LENGTH OF
TMz EXTRUMN REF;!R TO TEST REPORTS FOR EXACT DIME NSIOI,
7Frccmt5c e
N, VENM- F L W 7" isis
7) Sa Emu ;p"FOR SCRI.FNI DFTAILS. tg4l)-4913,160) TS ill 3.F21' N-41 NTD-54T0,0Tll!;TA
84 7 P5 Z:A CIA
9A 13. w:M %.InN
1 4W 1MVE2 A TiS!P.Y* 4RS
51Z _J s ECTION B
r
Or P,
ABJ I
xA5 b,
sEt 06
imcricb.-t Ex
O*-S mn 5"e
0C.'a —1) r.,
cc
l C., rAL%1 11UL rL.1c
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Ri
Or" 0 IAL P OIPAIJII E
1.
5;'r JI:;, .
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F STCI Elio
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24!
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Iry V!11. Vgtl'i
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13 YO.A,.!r i,;I",
tc5/1" PA7i .14 SEL.,
0-0;q5w
Elf,
Ft:1vto LA; L- VE C 11i,'OIwz, 13 cz, 41-, 1-1_
1*1. -vr?,1,rM '.. ;VCK A I-JI'll 11.!NW,
V, ;2;
fil X R—S714 1,0,'-C
Vv 14 7,. scrZE.S.
SLEtVZ I:- Q -015 C11 ;i-*/;- C, 05 ._c
2` T "A Ujlc, S_Zr s
s Moe. -tl cll*..:,- 10, :Wor. kl.V,!! X1
W C, IV nCA1;M TL llac`Ie uloill 5 z , or
L-2 1 1 aS r 'O"o DR v!-0 T:E
o-j2"i D VIE 'Dp) N.-I A-,. 11i4o r15 V EF5
w"M (els,
FrIl TTTr, 7,-71
kA3
m AL.L,, ti. u.1) .-IED
41,mj -xNgt - I G, "., 0_-.. 5-C."L C%: L"Ov: C x C% F T'l r C...? CIFIr
AC '.5 '.ep d FIJNP 1
T.;,ZA ell Vll' VS
At,ca C,',l ROLIr4
rOl 42.
7`1 Cll:
rUr4, 4 6111 6
VIZET Zvr..
Or. cz_.- !qw.7
ST, fMj_ Qadll WEE. -..",E :1
CE DE".. '
E CLvo
1,0
7.1 Ts
I c n ri (; I
I "e
0-acernOer X 5, 2011 (rvi5od 8/ 17/17)
Evaluation kcporl: For'Clopay GaMRo-Vtper% W-7
throulb V119 -
I have, OWUatod the wrid IoDd door rie,-igwl w shtnvrl on tho dk'awirilt Wtad belovi. i
hovo rQvlvv,,od the Wvl; repoetr,, wW.-h were generated by accrelfted Indpix-odent
laboraLoric-, ati requircd by the refewynt mcrwa AdminiswVve Ruia, the engineering
rational ann;ysi% and the product drawings. The tosr reports are Nm.,J below. Rnfing
vvos conducted by Amtelcan Tes, Lab Nurth OirOwta and Hurricario Erigineer1lig and
ToWng [tic.
ror Vie dftr.q fk;tod iti Lhe Tablos balow, Stadc I)r%sure Tnstu wera. condudc::I: in
arcordiore witftT&S 202-1.994, ASTM-L-.330-2002 and ANS11DASMA 108-2005, M19511e
1111part an cyrilc Prosstit'n, Test:j wcr" wiiductd la accordario- with TAS 201-1994
and TASI 203-1594 and A51'M E 10136-MG5 and ASTt4 C1996-2009 and ANSIMASMA,
115-2005. The pressuros, li%tod on Ole draivingi are eJllier direct roskilts ofthun, tcjW
or rtzsuitg obl.afoed through crogfoeering rational anolysis busled on actLo tcstti. i liove
cincluded that tho sectionai jarage door dr--ufqns)i!Acd below in the TabIcs b-clow are In
cornp%utict- V,11th these Iliffil Velocity Hurricane Zonc tast re4t.&CM120.tS OF the Florldo
Building Code and tiievpf6re are oual rw-d as as;eml-;Pon (larIge inissIle
impact).
TABLE I OvawigrIlki trip _15rodug'Lgm!- C MA-N--121 1 3 Zonry. 01702--6 1-27-nax. d6or size 9 b '-46 P5 gry oa( 4 / IK' CS'
101309-i(evI5, irtax. door size 10'2:: x IWO", +42/-48 PSF (desigil 1 oad)
JU1296-6tevIl, max. door size 9'0- x J.G'O", .1-4,6/-50 PSI-- 4de0go load)
TABLE 2: Dravei%js for doorg with M--j uFarbirlop Produq Codo
e"
IF143:
i*K oor Size X IWO", +41/-4b PSF usign oa
103287-ilavGii, inax. door size 9'0:: x 16'0" -1-54/-62 1151- de5i n load')
103547-11ovOS, trax. door size 9'() x 1(5'0"' 08/-54 PSI' design load)
t01300-imvIG, max. door si?e 1G'2,:: x Is' 0", 4-46.6/-52 Psill (design load)
1017015-rWY13, max. door it;ize 9'0 x A)'O", 4-62/-72 I;sl: (dtsign load)
TABLE 3: nravit r fer do)rs vil Manufocturiq Product Coda (MPC) DGIE-11`171:
18/40 PSF- (desigii loa(l)
10110-kavi-j. mix. door size 16 . 2:: x 16 -46.131-52 11!,ii (desio 'load)
103028-ftevoa. Wax, door, 17Q 18'2 x IG :,)::: D +4ril-50 VSIT (desion load)
3 E 4: Drowitins for rinar,: with Man(sGicuirli pi'Odurt 7q:
103436-RevOZ, otax. duor-5-1-i F 9W' x 1637". 4-54,1-60 P31- (desiqallfiO8
1.03560-RevO4, max. door %ixe 1r),7." x V.rw (de2iga luad)
TABLE 5: DrAvIlitQ5 far dOOM with aiiuractu ipu Product (u J_C-D ItaIF447: -
is T _$ 'I181j", 4L5Z/-58 PSF: M (In5gn ad
P,st L oF!i Vw,: Cak:.l U21!i-A 2
NVY SEITIViAL QMW-t !jC_-AS VI
T[ABLIR 6, Qrh Awjq0iford' or-, v .......... ' _LIO?c45-fAONiiW_' ma'V r" i-M " , "':SG vsP Spr
S
f.50/ 50 rd sign load)
I SG
103288-itevD3, max. door si:,a 1.4'Z" x M'V, /-5"(jPSr dee I(n
TABLE 7: 0m!,vifjqa rar doors v LLLLLLLLLL &trtLii;!pp ProcimAt Qod C PAN-W44 1,.,
SIZ . Iii-I " '
M -
11--id) PSF dnsign r) Max . aoO F S i z x IF>'u ' +46 fif-TIN9
204121-ReV03, max. dom Mzp 9'0' X 16'0": +50-58 PSr (design load)
TABLE 8: Prawin93 fal- Stpor3 with ManufIctu P oduct Code (H CIL - VIE-F47 ), AFOIV 54,,-, PSF-(dQS Un loa4T_
11 x IG*O": ', 0 (1104038-ftPOZ, max. door Vi;,.e jr,12 4(j /-57. PsF I Psic"n, load)
TABLE 9.' DrIwfna-g f'or door, with Mil FaLtur nu Product
M 50 On*r Sizo PSI Is gn w(l) x I sl
door siv104280-novOl, max. p W Z:, X X 4,16-k/-, Z PsIf design load)
104M. RevOl, max. drDr sim! 18:2 x 16 a +4(1/-50 IISV (de!5ign load)
TAI) L 6_19 J. tardopq with Mn '-AK4L. If,myveign , (Mf ; 0$1 1c_ - k
104P7-RovD2, max. clam, %IZO -5 Ito—'i-w-W duign (016)
1.04278-11c-,Q. -imax, dvoo sizo 16'2" x IWO", 16,61-52 Vsr- (cresign, load)
lur.t Cewla '- (:A2$ I* 5L4vwjthMnniifhckyrin Prrj, (MRC, - 'H -17: 10, 2 ax18 .0 46M6 i'sr (driRurk
TABLE 12: Drawinc , ror doors wiffi " practurinu Product Code IMPC ' TO_424_5_-jIpvO;?, mx, door size IR' , x 1 '0", 4-'j2/-5U PSF dc ign -61 d)
Test Reportsi
ATL 0428.01-09 (6130/09), U12.01-96 (11113,196), 0808,01-06 (10/12/06), 0305.01-
08 (VZ8,108), U924.02-02 (10129/02), OB23.0i-06 (12/iBIOS), 0627.CL-04
10/22/04), I.(;OU.01-07 (jI/.-,iQ7), 0606,01-05 (7/29105), 0107.01-09 (2.12109),
W0.01-04 f7!13/1(), 0415.01-08 0331.01-Ou (5/1.3/0U), I.I(MOI-07
IIJ29107), 0128.01-0 (3A.3JOU), OaV,01-" (5/13/013), 06MM)I-011 (7/j6/08)'
12.02.UL-00 (12/17/08), 120.01-08 Or)09.01-09 (7/28109), 0512.01-09
G/?,2,109), 0127.01-09 (214JOSI), FIETI 95-4r)4 & 95-490 (10/2.1 195)t 94-252 & 94-254
7129197), 02-1267 8, 02-1268 (11,121/02), 03-135LI & 03-059 (11/19/03). '111CSO
reporh, documents clolrpliinw vVittl Oic TAS tc:Aing standards and are sioned by tInvid
ohnswi (RL PC ATL. or William McNiev tFl. RE 749G), A'rt. or Heikor mcidIna (11
RE 13008), HETI or Ikafoei Oroz-Seda (FL RE M)2,211), HETI.
prodoct DqsgrjI)tion ror doors with L4,17C_PAN 21-153:,
These doors Consist or 2" thick Steel Ron sccdum wilh mirk. 25 go, (G.W91skins. Ille steal skin i5 at Icust GZ DDS per ASTM AG53. The maximurn SeCtion 11,119111;
Is" 21', 'IIIGW GloorS May IIOVO opl:1011al lrnpaLt-Rcs;:;Wmt Gla?mV (mckldcd) Ot)tlonll
Impact-RcskWit GlazIng, Ig a One-piece injoctOn-molded front franic and'91,izing. The
rollow,im"J modGIS, are at lea5t strurturally equivolent to the tested door: 73, 5, 6RST,
42, 428, 54.4, 94, 98, 4031', 4r, 48, 0313, 190, !;, U.5U. Not all models may bu
51iown on a givcn dravving,
Imt 2 or 5 CIIL':CVPr_ 1;12L:;,A.Z
17 V,Wxlilj I F Poar I CM CurAy D-JUM-10 Pnt"-C I's CONYMY SIM,111,11flAt t,00,17. W -- W9
Oj!!.:k_tCs n iMrorcioqrs:wittiMP-rPA,4-2EI43:
I'llim- doors consist of 2" thick stnel van soctions with min. 24 go. (0-0239')
skins. The steel skin Is at least 0 40 ODS per ASTM AG5J. The maximum scLtion height
ig 21', Tlieso doors rilay havG optional impact -Resistant Glazing (moldcd). Or"Voll'it
Impact- Resista Fit Glazing is a ono-picco injccUon-niolded front fraine and glazing. The
follolv.tillo nimall are Fit least structurally equivalent to the testerl door: 134A, 93, 94,
4RST, 411 4lj, 41A3. Not all roodelv ri-iny Ue clim-m on q 91van &avAlq.
Product Descrivirion (or doors, vykb M M. OSIE-IF171:
Thest., doors Cons st VFZ'* CfOL11716-Ori !FISUIJ d- aeCt o,)D -withan EPS cnrc
j@1111flotp d tQ I)Q#1 130k.li inner a nO oitter Skinq are min. .77 go. (0 016') G40 D05
per ATI*M A653, The maArrium $eCtion heljht is 211. Theso doom may have optlonat
Glazing, (molded), OrdDriall 1nipact-Rcsl5Lant Glazing 1% a ona-pl ea
Injection-mWilrd front rrumcc and glazing. Tlie following. models Ve at least structural)y
equiwilvit to the tv,;ted door; 4300, 4 301, 4310, 44w, 1AUG, HOGL, HDGF, Go,
6CG, V, G70, 68, i3rxG, Q00, 5201, $203, SP200, 917200, SE2DO. Not a)l madels may
be shown on a giver, drawlnq
for doonsyditi, 01, P5"rp:, DIM 7 9: -
These doors col"Filst of a base 2' doublo-skin filsiflawd section with an L-PS Cora
laminated to buO skins, Daccrat:lvo ovorfays are attachcd to the extortor G-10), adrillig
not niom thall 5/8' to the total thft:kncs,.;. Both inner and outzr sklris are niln. 27 go.
0.010') G40 CS Typo B per ASTM AG53. Thr, maximum sectlon. height Is, 24". The
foltowing rnocyeI5 areat roast structu'rally eqviv,11ent to, the. tested door: CGnAt, Unn,
1111nn, CXon, SXnn, AGoil. Note that'rin'represenis the arrangUnIORt 01 OP. dP.C9Y8tlVe
ovLrfays. Not all modeI5 may be shown on a given
Irod - ror doors %,&h M17C C-PAN-JE448;
hipse, (loors ronsl5t of 2" thick Steel i-On doors with m1n. 24 go. (.0.02.2') outer
sklnu, The steel skiii is at teaot (340, C5-A per A51-M A,rj53. The niaximurn section height
N 24% The following models are at lea5t strUcturally equivalwit to the LeStccr door: 524,
520, 224, C,IST COS1-, Not all models rnay be shown on a given drawing.
11roduct 9 nq -rlI)l;fqil for dolltir with MPC: PA 21--44it
These doors consist of 2' thick steel pan doors, vAth min. 24 go. (0,022') outer
Skins, 1,11C, 51:00 SMIN is it 1011)5t C340 DDS pat'ASTM A653. Tho elaximunn section height
is 24', These cloorg may have optional Impact-Reshitani: Glizing (AIUMInurn). Opt*nal
Isn[jact-Rcsistant Glaxitig Is in aluminum front framo and a sepilrate Volyced7onato
qfaLiny, The Vlowinq models ora at least :Aruchlrally uquivnictit to tho tevtod door:
4S, GS4, (3D4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E45, EV45, E45V, CD4SV,
MR45, 554, AR415, MR45V, SS4V, AR45V, Not all models may Ise shown oil a givall
wit.11 MPC
These LiOD1*5 c.,onstfit of 2" doublv-skin insulatcd sQcL!cns w1th an -Vs core.
lorninatod to budi skills, Both inner and OUterskins are ruin. 27 9,5. (0.016") G40 LIDS
per ASTM A653, Tfic mixfolurn SCCUUn height is 24'. These doors May h0ve Optional
lit Glazino (Alumitium), Ortigoal Import- IkQs !skrt lit- rlazing, is an
aluminklm front frame and a sepamte imlyrarhonike glaxh%g. The (ollovAng models are
V 3 OF 5 O v- CliVC-1 I.J. 2
IX VCMI f Ilk C"wy.wir W7
at Joust structurally e%fivalerit to tho tested dwor: G02511, G112SP, GDZLP, GRUR
AR2SPI, AR21-1), 15D2SP, H021Y, 431)2, HDGC, 6202, MI-C61, 4305, FIX-R, MFAGO, 6205,
brROU, SFC-68, Not Lill models may be shown on a give%) draWing,
Produgti oggrilition for docg, wich MPC PAN-M,51:
These doom congiA of, 2" Mick sicel pan doors with inim, 25 go., (0.019'1 outer
i7,', inf,. The stoof sl4n iq at-, lc=t 040 DDS per ASTM A653. The mincirriim Section height
Is 21*. Tho W10villig modo"V elfe fit (east structurally equivalent kc, the tosta door. 76,
76V,
Won ror doom wifil MVC DSIU-IFI-71:
Thesep oors consIst of 2" douWa-skin Insulated seatoiI5 wlth polyurathane
insulotioll foamed (n, place between liot4 51'dns. Cloth inner Ind eater skins tire min, V
ga. (0 016') G40 DDS par ASTM A653. Tha inaxtrnurn sccUun 1w; fit is 21', These
doors may 111ya opliunal ImpacL-Rosistant Glazing in ciLltur the top section or the next-
to-the-tcj) 5erVakl' OlAlonfI6 lmpact-Rexi Aant Glazing 15 d f11j0CUQ11-1nC)dCd
rront rrame and glazIng. 'Ilae fallowing moeo?Sore at Iaaw;tructurally ecItsivaient to the
tested door: HOP21), HURF-70, 7200, 7201., 7203, MG, 820L, 8203, 9200,
9211, 9203, I'Voi all modivis rnuy ba slivwn on a givan dravoing.
Pcqfltjct,J3r,srrfl2 q_n-fqr gLoqrs wLrt Q-1,K479,
These, dears con-sist ofa baw 2' doutAo-skin ln!wlowd section MV poly4j(ethane
hl'sufatlort foamed in place betwoon both Skins. IDLcorutivo overlays Ind optional
rV)ddhig ava attached to thol exterior s jn, adding not morr dian V to the totil
thick(foss. Uoth inner and ou.er Skinsr are mirv. 27 qA. Cie. 0 a Typo a per
ASPA A653. "llie maxtiliorn secklon hc!ght IS Z4". The follolAng, models arc at feast
Aruchirrilly equivalent to the te,;ted door: CAN2iltn-U, GLN2nr.-XX, MWL2nn-XX. Note
that'im' r,,pi1LscnW tho -lailngement of the oecor,,v.lvo ovorlays aud 'XX' ropresesitt; the
type of cladding. Not all inodels may be shown on a given drarilng.
fo.
Thesia doa'- ooi5l5t of 2" doub!P-nkin lns jlatqo 5-rldons %vith In CPS Core
laminated to both inin. 24 go. (0,019') extarlor and 27 go, (0.016") interior Skins. Tliq
Vtc.lcl skins arc, at least G40 CS-13 per ASTM A653, The moximuin socIion helght Is 24",
The following modcl5 arc at least structurally equivalent to the msted door: 3200,
3205, VZO, R40, 240G. Notall niodcl may be shown on a given drawing.
Product 12escrintlan ror doom with MPC C-D03LLJ-tF447!
These doors consIst cfa baw, 2' doublo-skIn insulated section with polyurethane
ItIsulatlon roarnorl in ploco betwoon both skinu. (33oth Inner and outer skins alre 1111h. 21
go. (0.016') G40 CS Type B per ASTM A653. The maximuin section ho.1011t Is 24'. The
rvilovilrig models are at [CaSt strucLura)[y equivalent t,. the tested doon 3720, CM20,
IOU, 37Z2, COX22, 3724, C7X24, Not Oil modds may be 1hovin on a oiven dravihig.
Prod i&t Dasc1p
Theze doors consist of a base 1-3W (inim) doubio-skin insulated Section vilth
polyurethane insulaUoFt foamed fis plocc, bc',ween both skim. Both inner an6 moter skIns
are min. 27 go. G40 CIT Type B per ASTM AG53. The maximutin section hzfghl:
Ig 2et'. 11-te fojltr jjjq rriodels am at lea!;L Aructurally cquivalcat, to ttic, tested door;
Rm 1 F 4 1! S* Fw: COPC-IL121 A2
Ev."walm MI:mrt*,)c"IAyw,%,;Wjm-,u,,mC.4 ti,,.S,,n,.-4 0J1M--4.0C.k-VV,W1--,Y9
3717, C7XV, CMU, VZO, CIXZC, 2401j, 37ZZ, Oxa 3724, C7X24. Not a4
models ir,,Iy I)e- 5hown on v given ctraMfig.
rho optional Impact resistant glazing is on InjPcAIon-rn&Mi;d polycar-Lonate front
rrannu and glazin.9 (Gr LEXAN SLX24321') that is an approved C1 plastic in occoeclance
with tesVing rcqLPfrcd. Ly FBC--B 2612, Approval basttll op raview or Lim roVowing tosbi
NPTL-00-A002 ASTM GISS; HETI-06-TS66 ASTM D638 (be(Ore), HL—Q-06-TG34 ASTM
V638 (after); r:TC-06-jU?4-L7496.0 ASTM tM343, A5TM D635, ASTM, D1929,
Lill act r1sistaig Glazing (Alumlnqgri.,
The optlotial i(nj>act resistant glazing is an aluminQm, ?fent frame and a separate
polycirbonake qliz nq, that Is an aprroved Cl plastic Jr, accordance with testing
rcquircd by MC-B 2612.. Approvcd poJycarbonato ilia tcr-laig are Sabit: IP Lexon 9034
versloris W5,a approvcd: MR110, 9030, 90318, 90316, 917317, 90311, 90314, 90355)
andl 2ayar, Makrolon GP (version:1, also 6p,proved; SL, AR, 1,i:), Approvol Izsed On
roviGiv, of NOA 1,3-0717.01 (Sab ir'IP, exp. 7117/18) 3nJ NUA J.2-0G05,05 (Bayer, CIXD.
A/27/17).
UInit0oll'i ,_
rile dvawlriu(s, cltcd ai ove am -Dry milrit p-cirt Of I:hi5 evakintion. rcrort. The
text of th4s report does riotatzerript to, address all design details and relies on. kilo
illustrations and text of these draidrigs or well,
larnbs, Mtels, silis or other structural clenicrits rcquircil to prnpife openings
are not covered. Tfte dosigo OF LIAO 5111plWU119 StrUCtUral eleirmots sh-0 IM 61a
responsIbMt/ cf ilia professional of record for the building or srructurL and in
av-ordance with ciirreivt building codes for the loads listed on Oe draviin 9(s) rorcrenced
above.
InsLallation requfromenbi rr,,r the relcIvant r1orlda Administrative Rule, Including
attachn"wnts, are datii1cd on the drawhig(s) listed rti7avo. Installation must be In
8OCOrddnCC With fT1UflL:f0CtUrCr`s ingta)IaUani instructiona aind' must be as shown oil thu
drawIng(3) listed above. Tile mealufacturerla ticenscd design prorm;lonal li5tc-d on the
draw,ingfs) has reviewed the attachment details and lnsallitlGri requIrerrients.
Sign3tUl-C!
Scott Hamilton, P, E,
I-lorld,s P. C-. No. r 3281
Data: -/1-1/17
rM.s 5 c47 I.' "A j i 12IS-A 2
AAMA
Validator / Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
JEED!WEN-'W ndoiave,&"Duors
P.D. Box 1329
Klamath Falls, OR 97601
Attn: Jason Kantola
This authorization Is based on the successful completion of tests, and the reporting to the AANIA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMAICSA 1011I.S.21A440-08
R-PG50-1219x1956 (48x77)-H,
COMPANY AND CODE CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
BUILDERS VINYL TILT SH.
FRAME SASH
JE D-WEN Windows& Doors
9795
PVC)(O/X)(OG)(INS GL)
1219 mm x 1956 mm 1168 mm x 973 mm
Code: JW MODIF)(REINF)(TILT)
4'0" x 6'5") 3'10" x 3'2")
ASTM)
This Certification will expl're October 4, 2021 (extended firom October 4, 2016 per AAMA 103-15) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
Product Tested and Reported by: National Certified Testing Laboratories
Report No.: SJW2012-202
Date of Report: October 2% 20112
Evaluated for Gertificafix)w JT une 21, 201*6
4Arci,ctILI ies, Inc.
MIDSPAN'
4" MAX.
FROM
CORNERS
16 1/2-
O.C. MAX,
8LOCK
Installation Notes:
1. Seal flangelframe to substrate.
2. Use 3116" Tapcon arequivalent fasteners through frame with sufficient length to penetrate a minimum
of 1114" Into concrete Or masonry at each location with a 2 1/2* min from edge distance, For concrete
min. = 3000psi) or masonry (CMU shall conform to ASTIVI C90).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host. structure is the responsibility of the architect or engineer of record for the
project of installation.
MIN. DISTANCE
FOA EWE! 2 I/V
1 IA'MIN.
WfnaWr
j — 11V MAX5RI^5PA.-
FRAME SECTION (TYP)
VERTICAL. SECTION
IMAWVTJASPACE.
IMASONRY INSTALLATI.O.14
t 1/4' #Art4.
EMBEDMENT
111'11AX
IAM.WSTANCE
I SHIMSPACE
FOR ease. a 112" Li
BLOCK
JAMB SECTION (TYP
HORIZONTAL SEMON
Max Frame OP RATI
48 x 77 +50/-50 1 NO I
General Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria
of the adopted International Building Code(IBC), the friternati4nal Residential Code(IRC), the Florida
Building Gode(FBC) and the Industry requirement for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing shall be single strength annealed insulating glass.
This schedule addresses only the fasteners required to anchor the
to design to the limitations
S F.
window ach-leve the rated pressure up size
noted,. It is not Intended as a. guide to the installation process and does
not address the seal'Mg consideration that may arise, In different wall
PmEcr ENONEM:
DRA%N BY., conditions. For the complete installation procedure, see the instructions J.H.AWKINS
packaged with the window or go to www.jeld-wen.ocm. Z Z CHECKED BY:
0
D.BELAU
APPROVED BY:
DISCLAIM ER: 1GOOSSEN
This, drawing and its contents are confidential and are riot to be
reproduced or copied in whole, or in partor used or disclosed to others 7-
except as authorized by JELD-WEN Inc. 396 FR'L 1?XXf'vjqr vi 11 Wun m, r?o
110-16-134
2017 3737 Lakeport BWdiJELRVENKIannathFa9s, OR. 97601
NTS I Phone: (541) 882-3451
MWE AND LOCAJIMI;
BU dders'VI ny I -Trl t Sin.9 lex H u n g,7 -
4
EXTEF40R FESSM;01 & DMGN, LM
catificate of AAhoriwion #95o3
3MG-IFISIFIANSIRE1 UNIT#13TRINITYERDOXFOM, Cr 06478
EVALUATION FU:ICW (
203)262-9245
GAF - Evaluation Fbport 01506.01.08-M2
I Campus Drive R-10124-MO
Parsippany, NU 07054 Date of Issuance: 01/ 0312008
800) 76&,3411 FW-sion22:09/20/2017
SOOPE
This BMuation Peport is issued under Rile 61G2G-3 and the applicable rules and regulations governing the use of
construction materials in the State of Rorida. The documentation submitted has been reviewed by Fbbert Niem inen,
RE for use of the product under the Rorida Building GDde and Rorida Buildi6g Cade, Reddential Volume. The
products described herein have been evaluated for compliance with the 0 h Edition (2017) Rorida Building (bde
sections noted herein.
DESMPTION: 'WAsphaltftofShingles
LAEEIJNG Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / MM.2.6. 1.
ODNTINUED OOMRJAWE -This Evaluation Peport 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 &-duation Fbport by the named client constitutes agreement to notify Fbbert Meminen, P E if the
product changes or the referenced Quality Assurance documentation changes. Trinity] EM requires a complete
review of this Bduation Fbport relative to updated (bde requirements with each Oode 01de.
AxwflswBm The RiAuation Report number preceded by the words"Trinityl &D &-JuaFkEmay be displayed in
advertising literature. If any portion of the Evaluation Fbport is displayed, then it shall be done in its entirety.
INSIMnON: 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 Wilding Official.
This Evaluation F;LWrt consists of, pages 1 through6.
Prepared by:
Fbbert JM. Nierninen, RE
Horida P-4stration No. 59166, Rorida DCAANE-1983
The famirnilo"MwanwMadhortmd by Wben Nffnffm,
REOnMMM17, lNsdomrasemwaneL OroNcaaysj
d=Mnt.
Ca:znRcA-nc oF1NDB,ENoENcF-
1. Trinity] EFD 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. Trinityl ER)isnot owned, operated or controlled by any company manufacturing or distributing productsit evaluates.
3. Fbbert Nieminen, RE does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reportsare being issued.
4. Fbbert Meminen, RE 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 Trinityl UU nor Fbbert Nierninen, RE are, in any way, the Designer of Fboord for any
project on which this Evalu4ion Fbport, or previous versions thereof, istwas used for permitting or design guidance unless, retained
specifically for that purpose.
Ini r4-4 - O)r
7-
RO0RNGSYSFBASEVAWAnON:
Product Category: Fbofing
ajb-Category: Asphalt 9iingles
O)mplianoeStatement: WAsphalt.Fbof Ehingles asproduoed'by CAF, have demonstrated compliance with the
following sections of the d' Edition (2017), Rorida Building ODde and Rorida Building Gode, Residential Volume
through testing in accordance with the following Standards Compliance is subject to the Installation Fequirerrents
and Limitations/ Condit ions of Use set forth herein.
2- SmNaaxls
Saction Property Standard Year
1507-2.4/ 1507.1-1, Physical Properties ASrM D1970 2015
R9M.2.3 / R90, 1.1
1507.2.5, FR9%-2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 V%find Fesistance ASMA M161 2016
1507271, FE052.6.1 Wind Resistance ASIM D7168 2011
1507.2.7.1, F905.2.6.1 Wnd Resistance TAS107 19%
3. RffEF84Cffi
pUty E)camination Reference Date
GAF(PDM 1915) Letter of Equivalency S.-.zd-XRdge Impact Resistant IR 01/13/2012
PR CM75878) Physical Properties GAF-025-02-01 03127/2002
PR (Th75878) ASIM D3462 GARM-02-01 09/02-/2004
PRI (Tb75878) ASTM D3462 GAF-080-02-01 05125/2005
PR (TbT5878) Physical Properties GAF-324-02-01 12101/2011
PR (FS7 5878) Wind Driven Fbin GAF-407-02-01 01/21/2013
UL CrbT 1740) ASI-M D3462 93NI13295 11129/1993
UL M 1740) ASI-M D3462 99NK43835 01/1212000
LJL(M71740) TAS 107 94NK9632 03/29/2000
LIL JS7 1740) ASM W462 01NKD6632 02102J2001
UL (Th7 1740) ASIM D3161, TAS1 07 OINPU226 05/21/2001
UL CFST 1740) ASTM D3161 01NIG7122 12118/2ODl
UL (Th7 1740) ASrM D3462 01 NK37122 1211912001
UL (Th71740) ASFM D3161, TAS107 09-NK12980 04/1012002
UL M 1740) ASIM D3161, TAS 107 02NK30871 09109t2OO2
UL(Th71740 ) ASIM D3161 03CA5367 03/11/2003
VL (TI7> 1740) ASTM D3462 03NP26444 10117/2003
UL (TSr 1740) ASI-M 03462 04NK13850 06/0712004
UL 0-bT 1740) ASTM 03161 04W13&90 06/23/200.4
LIL (Th7 1740) ASIM D3161 04NK30546 03/10/2005
ULC11,71740) ASTM D3462 04NK22009 05(06/2005
UL Crb71740) ASTM D3161 0-4NK2009 05/09/2005
UL (Th7 1740) AM D3462 05NIQ7924 02/10/2006
UL CM7 1740) ASTM D3161 05NPQ7924 02111/2006
UL O-ST 1740) ASIM 03161, D3462 06CA18077 06M2006
LIL O-ST 1740) ASrM D3161, D3462 OBCA18074 06116/20%
UL (ThT 1740) ASTM 03161, D3462 06CA35251 10/18/2006
UL Cr,$71740) ASrM M462 06MI603 12101/2006
LIL Oa 1740) ASIM D3161, D3462 OBCA41095 12127/2006
LIL (T-ST 1740) ASTM D3161 07NIM5228 ON1312007
UL (U 1740) ASIM D3161 06M1611 04/04/2007
ULCM71740) ASTM D3161 OBMIW 04109/2007
LIL CU 1740) ASrM D3161, D3462 07CA31742 11/08/2007
LIL(T7,1740) PSM M161, D7158, D3462 08G W`100 03/13/2008
Bderior Rewarch and Design, LIL Evaluation Report 01506.0l.Oa-FQ2
Omificateof Authori2Wion 49503 e EDITION (2017) FBGNOl4-HVFIZ EJALUAMON FLIG124-FQO
Bit -ity Examination Peference Date
UL(rb71740) ASIM D3161, D3462 070k55908 04101/2008
lit-J71740) ASIM 031611, D3462 09CA10592 03/26/2009
UL(TSIF 1740) ASIM D3161, D3462 09CA06856 05/15/2009
UIL (T-Sr 1740) ASrM D3161, D71,58, D3462 09NHX647 08/01/2009
UL(T-S71740) Asrm D3161, D7158, D3462 WCA27281 08/27/2009
UL O-ST 1740) ASIFM D3161, D7158, D3462 lOGk35554 03/05/2010
VL (f7 1740) ASIFM D3161,D7158,D3462 10CA13686 05/15/2010
ULCrb71740)' ASrM D3462 10CA07264 05/27/2010
UL (R7>1740) ASTM D3462 10CA11953 1W29/2010
ULUS71740) ASIM D3161, D7158, D3462 IONK11951 10/30/2010
LIL(I7bT1740) ASrM D3161, D7158, D3462 1ONK12070 11/04/2010
LIL (TST 1740) ASI'M D3161, D7158,03462 08CA06100 01/30/2010
UL (17,173 1740) ASW D3161, D7158, D3462 1OW3934 03/31/2011
UL Crb7 1740) ASIM D3161, D7158, D3462 11 CA48924 1012V20111
L11- (T671740) A917M D3161, D7158, D3462 11 CA47919 12/03/2011
UL07SF1740) ASTM D3161, D7158, D3462 11 CAA8408 12/011/2011
UL(TSf 1740) ASIM D3161, EY7158, D3462 11C448725 12109/2011
ul ULC (110796m) ASIFM D3462 12CA34891 1011212012
LILI LLQ (ThTOW8) AS17M D3161, 07158, D3462 12CA58151 02115/2013
UL, U-C ja9m) ASTM 03161 k38083 OV26/2013
UL, LLr- (rsrg6m ASIM D3161 13CA32332 0&18/2013
UIL, 11C (TSF %28) ASM C3161 1=7934 08tO2/2013
ULI U-C crbTSIM8) ASIM W161, D7158, D3462 4786875675 07117/2015
UL, LLC (TSI-9mei) ASTM D3161, D7158, D3462 4787434542 05fl7/2016
UL, LLG (QUA W6) Quality Control Inspection Feport, M1, Mobile, AL 1012512016
UL, ILLC (QUA9625) Quality Cordrol Inspection FL -port, W1, Myerd.own, PA 10t2012016
UL, LILC (QLJA 9M5) Quality Control Inspection Peport, F21, Tuscaloosa, AL 1111112016
UL, LILC (QUA 9M5) Quality Control Inspection Fbport, F21, Michigan Cty, IN 11101/2016
UIL, LLC (QUA 96M Quality Control Inspection Fbport, MI, Rrafter, CA 11/1712016
UIL, ILLC (QUA 9625) QuaJityCDntrol Inspection Peport, F;21, Sarannah, GA 11/11/2016
UL, ILLC (QUA 9625) Quality Cantrol Inspection FL -port, F211, Minneapolis MN 10125/2016
UL, LLG (QUA90M QualftyCantrol Inspection Report, F;21, Mt. Vemon, IN lOt2512016
UL, LIJC (QLJA9625) Quality Control Inspection Report, W1, Baltimore, MI) 10(21/2016
UIL, LLC (QUA 9625) Quality0ontrol inspection Fbport, F21, Tampa, FL, 11/17/2016
Lll LLC ("9625) Quality Control Inspection Peport, F211, Ddlas,TX 11/04/2016
UIL, LUG (QtJA%25) Quality Control Inspection Peport, W1. Ennis, TX 11/03t2016
UL, LOG (CKJA9625) Quality Control Inspection Fbport, M1, Fontana AC 11/01/2016
4. PRODUGMESCRPnON:
4.1 fthalt EhiMles
4.1.1 MarquisgWeather!VlaxO Fbyal Sbvereign@and SentinelOare a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelote Camelot@ 11, FbrMgm, GenwoodTm, Grand CanyonR Grand S quoi -4 Grand 8 quoia@ IR
Gran[D8'equoiaV ArmorcMIDEMonacoo SennaQ Timberline@) American H.xvestQ Timberline@
ArmorEhielclTmil, Timberline@NaturalEhadowo Timberline HM TmberIine@Q)ol -Sarie-A' Timberline Ultra
HDftnd Woodiand8are fiberglass reinforced, lamincted asphalt roof shingles
4.1.3 Sateline0sa fiberglass reinforced 5-tab asphalt roof shin gi e.
4.2 Flip & Rdgt2Lingles
4-2.1 S al-A-RdgeO Rdge,Cap Siingles S a]-A-RdgeO IR Impact -Resistant Rdge Cap chingles Saal-A-Rdge&
Armor,c;551EIPR Cap ZEMYeElind TimbertexOPrernium Rdge Cap Shingles areliberglass reinforced, hip
and ridge asphalt roof shingles
Ecterior Fesearch and Design, UC Evaluation Peport 01506.01-08-FZ22
02rt!ficEiteofALahor1zwjon#q5ou e ED-FION (2017) FBCNMWWB/AUJA-nON FL101244;20
TRINITY ERD
4.3 Accesso[y Starter qrips:
4.3.1 Proclart@E Rake Starter Strip Shingles and Weatherl3lockerTM Premium EavelR*e Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3,2 Quickqart@ Peel & Stick Starter FbIl is a is a mineral-su ff.am., d, fiberglass -reinforced, self -adhering MS;
modified bitumen starter strip, nominal 9-inch x33ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 algMaMYPStarter Strip Shingles are color-=rdinated starter strips for use with Grand Canyon@and
Grand SaquoiaO series asphalt shingles cQlgma are in[Mfle EaDnEmg for GranELI
Canyon0and Grand Saquoia@iseriesinstallationa
5. Lwiwjow
5.1 This is a building code evaluation. Neither Tdnityl UD nor Fbbert Nierninen, RE are, in any way, the
Designer of Fboord for any project on which this Evaluation Pewrt, or previous versions thereof, istwas
used fQr permitting or design guidance unless retained specifically for that purpose.
5.2 This Braluation Report is not for use in FBC HVHZjurisdictiona
5.3 Fire Oassification is not part of this Raluation FbPort; refer to current -Approved lRoofing Materials
Drectory for fire ratings of this product.
5.4 Wind aassification:
5-4.1 The Wasphalt shingles noted in Section 4-1 are aassified in accordance with F-13CTables 1507.2.7.1 and
M05.2.6.1 to ASTM D3161, aass Fand/or ASFM D7158, (lass FL indicating the shingles are acceptable for
use in all wind 2vnesup toVw 150 mph (Vuft = 194 mph). Refer to Slaotion 6 for installation requirements
to meet this wind rating.
5.4.2 The Whip & ridgeshingles noted in Section 4.2 areaassified in accordance with FBC Tables 1507.2.7.1
and FW5.2.6.1 to ASIM D3161, (lass F, indicating the shingles are acceptable for use in all wind zones up
toV,w=150mph(VO=194mph). Wer to Section 6 for installation requirem. -ents to meet this wind rating.
5.4.3 Cassification by ASrM D7158 applies only to exposure category B or Q as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or les& Calculations by a qualified design professional are required for
conditions outside these limitations Contact the shingle manufacturer for data specific to each shingle,
5.5 All products in the roof amembly shall have quality assurance audit in accordance with FAC Rile 61G20-3.
6. Nsmuwnom
61 Underl?yment-
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Ronda Statewide Product Approval, or be
Locally Approved per Rile 61G20-3, per FBC1507.2.3,1507.2-4 or fW5.2.3.
6.2 Starter SIllincilps or Starter SI:rip:
6.2.1 Installation of Pro-aart Eav6l F;bke Starter Strip Shingles, Weatherl3locker Premium Eavel Rake Starter Strip
Shingles and QuickStart PL-el & Stick Starter Poll shall comply with the GAFcurrent published instructions,
6.3 fthalt aingle,
6.3.1 Installation of asphalt shingles shall comply with the G.AFairrent published instructionss-, using minimum four
4) nailsper shingle in accordancewith FBC1507 * 2.7 or R91Z.2.6, with the following exception&
ED Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR Grand Sequoia ArmorShield,
and Woodland require minimum five (5) nails per shingle.
Slateline requires minimum six (6) nails per shingle.
6.3.2 Raqenersshall be in -cmrEhoewil-aanufacLierEpubliEU13a em MMD09[U1RFBC 50quiren. 1 7.26
or M05.2.5. Staples- we not permitted.
6.3.3 Where the roof slope. exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAFfor details
Werior fb search and Design, U-C Evaluation Peport 015506,01.0a-F22
0artillcoleofAuthorizationA95M EDITION (2017) FECINION-MV11ZEVALUATION FL10124RM
TRINITY ERD
6.4 Hip & Mdg Shingles:
6.4.1 Installation of S a]-AAdge Rdge Cap Shingles, Saa]-A-Rdge, IR Imp ant d ing andadResstMgeCapShles
al-A-Rdge ArmorShield Rdge Cap Shingles; shall comply with the GAF cur ' rent published instructions with
a minimum two (2) najls rninimum 3/84nch head diameter, per shingle and nominal 0.254nch diameter
beads of Henkel " Wdalt S30 Fbof & RaMg S alanO
11-S'
Sealant
292 mm) Sellanto
5 MM) (25 mm) Encluit d6tanqhdiO
0
12" 1 ( rnm)
Nail
Clavo
6 5/8" - 7 5W Clouar
168 - 194 mm)
6.4.2
12"
305 rnm)
Installation of Timbertex Remium Rdge Cap Shingles shaJI comply with GAF current published instructions
with a minimum two (2) nails minimum 3/ 84nch head diameter, per shinde and beads of %nneborn NP1
O.in Grade Pblyurethane Szsdant or Henkel PL Fbofing and Rashing Saalant.
i:23-, min:
rim. -:
25
1
r
I
V.
1-4 rdwl -j'6t,-rch6tA
P
220!rr):
I L-
M Tnwr;
6.4.3 Pasteners; shall be in accordance with GAF published requirements but not less than FBG 1507.2.6 or
F7905.2-5. Elaples are not permitted.
Bderior Resewch. and Design, LLC &aluation Fbport 01506.01.0&-F;22
ceillficateoTAuthonzation #9503 EDITION (2017) FBCNON-WHZB/ALUA-nON FL101244*0
F-
7. LABWNGC
7.1 LabeJing shall be in accordance with the requir . ents the edited Quality Assur oe Ag cy notedemAbuanen
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / FR905.2.6. 1.
8. EUMNG PEFmrrF?EQuiF;EmRim
As required by the Building Official or Authority Having Irisdiction in order to properly evaluate the installation of
this product.
9. MANuFAcrumNGRAN17s
bntact the named QA, entity for inforn-lation on which plants produce products covered by Rorida Rile 61 G!0-3 QA
requirements
10. QUAUTYASSJR410EEKBIY
UL U-C— QUA9625-,(847) 664-3281
ENDOFRIAWAMONFUM-
Euterior Research and Design, LIC Evaluation Fbpori 01506.01,08-F;22
Q rl if Imte of Auttulmtlon #9503 EDMON (2017) HCNQFI.HVFV RIALUAMN FL10124-M
Product Evaluation Revort
Rule fl 024F.A4. I Report No. 26111 1 PMj'C-tN*, 417-CS121 I I Wilil I Par 1 CF4
product Mnufacw'e' Product N"@. Model and/or OliscrIlLtion
Kaycan Ltd. Vitro Sdflt - Various
I Memorial Drive
Rich-ord, VT 05476
Code: Current Edition of the Florli!a 1300nii Code
Compliance Method: 6 1GW-3MS(1)(dj - Product Evahoation Rtport by a Licensed ProfftWonal Er.eneer
Product Name, Model and/w Destnation: Products covered by this evalualSon Include the felievving.
K00607 - Sir& Spans
12* TME 4 SOLID SOFFIT
12* TR.TPLE 4- VENTED SOFFIT
12" TRIPLE 4 CENTER-VENTSOFFIT'
1r TRIPLE 4 CIENTER40-VENr SOFFIT
Ir'TRIPLE4 FULLONENTSOFIFIT
Ur'DOUMES SOLID 1OFFIT
DCU2LESVFNTEDSOFF1T
8'-CgEADEDSO1JD SOFFIT
8" ESAWaVIIWEDSOFFIT
KAY0009 -U.-ONted Spans
12"TP.IFLE4SOUDKO.062XSOUD-OFFIT
12'TR)FIE4FULL-06VENTN0,0622VEPgEDSOFfir
12"TRIFLE4FULL-0-VEN'TECONO,.0639VENrEDSOFFir
KAY001.1 -Single Spans
IVTR.T-LE4 OLEDN0.0623 CLID-OFMT
12*TR',PLf4FU1L-0-VENT, 1,10.0622VENTED SOFFIT
12'TRIFLE 4 FUEL-0-VENTECO, NO. 0639 VENTED SOFFRT
KAY17012 - UnfirrItec! Spans
12' TRIPLE 4 FULL.O-VENr ECO, NO. 0619 VENTED SOFFIT
KAY0013 - Sngle Spans
12' TR?PEE 4 FULL-O-VENT ECO, NO, 0633 VENTED SOFFIT
Product frunallation Instruction.-
PTC Product Uesign Group LLC, Drawing No. KAY0007, Rev. C, Dated 11/27/17, bl/ Robert 1. Amoruso.
P.E., Kayma LT& Vinyl Soffit - Sold and Vented, Installation Anckormse Dtalfs.
PTC: Product DesIgn Group LLC, Gra%idng No. KAY0009, Rev. A. Dated 11/27fl7. by Robert 1, Amoruso,
P.E., Kaymn LTd. Vinyl SoVit-Varfervit Solid and Vented with Unlimited Spans, Installation Anchorage
Detallb.
PTC Product Design Groiulp LLC, Drawlig: No. KAYCOU, Rev. A, Dzteif 11127/17, by Robert). Amoruso,
P.E., Kaycan tTd. VInyl S&fftt:- Solid and Vented with Single Spam, Installation Anchorage Details.
PT; Product Design Croup, LLC t r0 Eox 520775 Lor?gwc J, Fl- 327E2.07775
APR-9-6 32147,17,88 1 No 2;935
inlq$
Product Evaluation Report
We $132.3 F.A.C, j Report No, 2511 1 ProjeM No. 4174612 1 11127117 1 Pegs 2 af4
PTC Product Design Group UC, OravAng No, KAY0011, Rev. A, Daw611/27/17, by Robouti,Am.oruso,
P.9., Kzvum ad.viny! Soffit - 12" Trlpta,t Full-O-VonrEco (No. 0639)wlth
Anchorage Oettlis.
PTC Product Design Grovp ILLC, Oratving No. KAY0013, Rov. A, Dated 11/27/1.7, by Robert 1. Amoroso,
P.E., Kaftan LTd. Vinyl Soffit - 12" Triple 4 Fu!I-O.Vcnt Eca (No. 06391 with Single Spans, installation
Anchorage Details.
industry Standard -Wayl Sidlalitrnstitute's VW SW,.ng InstatlatlonManval, Decernbtr 2025.
Test Reports and, Performance Tesiff" Standards Used:
WOW
Fenestratim Testing Laboratory, f=.TcstlnR Report No. 7267, dated 6/1/11inchidinitassociated
I , aboratory stamped dravitgs; farl(sycon'olnyl Sofflt tentnji.to ASIM E33W2.
w Archlle=ral Testing Inc, Testflepeu.1, No. AT] 55533.0t-106-3.8. dated 2/3/M for Kayean Vinyl Safr.!
and Sld!n matertali testing to:
1) ASTM 036119-01c, for RW6 Poly Nlnyr Chierfdol PVC) SfdlnB
U) AS-UAG155-Mae1, Standard Practice f*r Operating X n Arc Light Apparatus for Extem-re Of Nor.
Metalk materfab
fiNj ASTM 0639-03, St*nbrdlTes Method torTenslile Prepertits of Pzgtics
tv) ASTMO2843-99, Standard Test Metnad for bansAy of SMOL- from the Burring of Decomposition of
Rastles
v) ASTMO1925-96 POW)aD 1, Stan*,d Test Method for Beterm!ning tfirdlJon Temperaywe of PfarstIcs
A) ASTM D635-98, SrarrlardTest Method farkate ofUrnhig and/of Extent and TIrne of SurrIng of
vastics'In a
KAY0009, KAYWEI, KAY0012 Is KAY0013
4 Wilma ArchtteCMrall ProductTestIng, 1410 Eden Road, York, Pernmy*anb 17402 - VI" Saffit Product
Testing
1) Test Report No. U69.01-406-1t, SERIES/ MODEL: 0623 Scffd Vinyl Soffit, ") Ch2nuel/ F25C4.
Installation, ASTM 030-14 dated 2/13/17
Is) Test Report No. 1169,02-10641, SEK-ES/MODEL: 0623 Solld lArM Soffit, "I Channel/ OJ Channel
Installation, ASTM, E330-14, dated 2/13117
5) Test Report No. 1110.DI-106-11,. SERIES /MODEL: 0622 Vented VInyl Soffit,'I' Channel / Fascia
Installation, ASTM E330-14, dated 2/1.3/17
Ivj Test Report No. 1170.02-106-11, SEMES / MODEU 0622 Vented V" Sofflt,"J' Channel /'J"
Channel Insta9ation, ASYM E330-14, dated 2113/17
v) Test Report No. 1171-03-106-11, SERIES I MODEL. 0639 Vented 0* Soffit, "J4 Channel [Fascia
Installation, ASTM E330-14, dated 2/13/17
0) Test RaportND. 117M4-106-11, SERIES / MODEL: 0639 Vented WnylSofflt, 'Y' Channel I "J"
Channel InstaiJadort, ASTM E330,IA. dated 2/13117
v5I) Test Report No. 1171.02-106-11-RI, SERIES / MODEL 0639 Vented WnVl Soffit, 'J* Channel / Fascia
Installation, ASTM E310-14, dated 1131/17
PT* Product Do-; gn Group. LLC I PG Box 6207, 6 Lon5wood. FL 32752-0775
B'fld6 20-139)-1763 1 FEFE Cerlification ofikuthonzat,on Uo 259Z!i
Piroduct Evaluation Report
RLI* 61024F.A.C. I Repro flat. 2611 1 P,cj'e-1 No. 417-CSIZ I W27A7 I P_=, Jf 4
ArchItLcv`r3ITescJngLnc. Test Report No. ATISS93101-1015,18, dated 1/3/2006 for KayanVirroscmit
and.-idfng, materials testjrg to:
I) ASTM 03679- Die, Standard Specification for R414 Poly (Vinyl Chloride) (PVCJ Sid Ing
U) ASTMGISS-a(lael, Standard Practice for Operathsli)(Onon AmLight Apparazus for Exposure of Nor.
Metallic Materials
1.19 ASTM 063&03, Eta ndard Test Method for Te ncille Properties of FlaistIcs,
IV) ASTM D294 3-S9, Standard Tast Method far Density of Stroke frorn the Burning or Decorn parsItion of
Plastics
v) ASTM DI 929-516 (2000)eo 1, Standard T. est Method for 0 ale rnuning ranit ion'remperstur a a f Plastfri
vl) ASTM 06SS-93, Standard Test Method for Rate of Punning andlor Exi ent and Time of Burning of
Plastics 1. a Horizontal Poetion.
Engineering M uathtn:
Anchorage engineering and rest resu;t Interpretation are documented In the fol'twing:
PrC. Product Design Croup LLC, Report No. 2240, Engineering a nalysis fat Kaircan Vinyl and
Xurnfinum Soff7t, daied 7/11113, by Robert 1. Antorwo. PZ.
PTC Product Design Group LLC, Repon No. 202, Engineturing arua?&Fs for KavcauaVI.,vA artz!
Alurninum Soffit, dated 3/20/117 bv Rcr&rtf.Annvruso, P,E.
UmItatlarns & Conditions of Usei -
Thfs product has= been evaluated for use Inside the high Velocity Hurrhams Zone (14VHZ).
Rcler to Product installation fratructlons no", alyinjefDr.
a Maxanuma0awable,rind loads alleatedmaxrmum allowaWesizeis),
Qustrated ciagrems of the attachnant of the product to substrate structure.
Anchor type(s), sirels), sUbstratteis). embedment, edge d!stanco, and spaclingAmtIons,
S!tL,w!rtd pressures strait bedeterrinked by a licensed Professions) engineer in accordance %Ath t1m
current edition of the Florida ettiltrins Code and/or ASCE 7-10 far ocarnpornmb and ciadding Ilased an
MavraWastressecOgn.
Site conditions notcernred in tfifs product eva)uavon document are subject to aclelitIonaf enill neerfr,4
ana.-y&- by a Hoursed professional angincer at registered architect as required by the authority having
jurisdiction,
Adequacy of the entitling structural substrates as a min vAnd force resIsting syslere capable of
vifthal2rul!ng and transferring applied product loads to the favndaticn Is the responsibility of the
Onenstal professional engineer or registered architect acting as the desigr. professional ofrecord for
the project ofinstallation.
PT FrM,,ct Dngn Group. ILLC I r 0 Box 520775 1 Lonfiwpc d, FL 32762-0715
A-7& 2!915
Product Evaluation Report
RuIa 8102.3 F.A.C, I Repctt He. 2511 j PrajertfID. 417 0412 1 11;27117 1 Page 4 of 4
Certfifnale of Independent a per Pro&jct Approval
Rule 61GZO-3.00,J I
PTC Prodvct Design Group, UC and Robert J.
Amoruio, P.E. does not have, nor vAM acquire, any
rinamcial Interest ir, the company marrufacturInjor
dfttrIbuting productis) covered by thl-'s Product.
Evaluatinn ReporL
PTC Prochuct DCS%nGnxrp, LLC andRobertf,
Amomrso, P.E. do nothava, nar wO acquire ary
fIrnamcfal interest h) anyatherenthy fnvotved rn the
apprawl process or tesUnj of the prod,-rct(s) covered
bythig Pnoc!"t
Evaluated by:
Robert I. AMMID, P.E.
F L FE Lfcens-- No- 40752
Appendlk A—Cocls Conformance Eva uatlon
Irryl Wilt tested to LS x DullinPresiure.
Vinyl SoMt pWtks campfy V.th Chapter 26 ci thre, Florida MAUP.ril Code as shevrn below.
TestStardard
Acceptance Criteria Tensile Sell-
T113 Smelce IST.I.do M Class
Test
P/F NIA vat fatio Density Temp Icc or
Test Report Report product 120%
75
343-C
CC2
Date
AT]
SSSB3.01. 1/312006 Inyl Soffit Passed Tested B.L% 46.0
454C
to CCI
101i'la I I Pas!ed I Max Mal
497;'C
PTC Prod-ict "vesign Grcup, LLC 1 520775 1 Lcngv.*d. I'l-527,522-07's
fl—H A6 321 -GSO. 1 7B3 1 FEFE Ccrt ifi cavcr. of Aultrortzation No 2--35
KAYCAN 1TD
VINYL SOYFIT - 12" TPJ?lE 4 FUILL-0-VENT ECO (NO. 0639)
WITH SffNGIE SPANS
INSTALLATION ANCHORAGE DETAILS
RINFRAL.NOTES:
1. THISPRODUCTW20 III TESTED ANDOESIMNED TO CWPLY VXTK Tie
CURRENT EDITION OF FLORIDA SUILIX.IM COOS. WILDING AND RELKOENTIAL
VOLUL-123 O(CLUDING TRE H Z111 VELOCITY HURRICANE ZONE 0WH2) AT THE
DESIGN PRESSURES SNOYIN ON SHEET i. THIMS PRODUCTS VIERETUTED
OA9T'AE4'0. -ST RE14. STRUCTURAL TC -SULTS VAS50 ON ASPA E33044
WEITE OrnED ITY 1,6 AS RSOU;RW BY THIVoullolma CODE.
2. MIDN PASMI RE MP? RATINGS S IOV.TJ ON THIS SHEET ARE WEI) W IVHo
CAVE VA)TKS IN 81!*LF SPAI`13 EPXl WDTMS AT tir. 12', W AND W AREV
SHMM OlftlIZET 2.
3, THE PRODUCT DETAILS CONTPJMED MERSIN ARE MED UPOII T071143
PREITFORWID AT MOLAMID ARCHITECTURAL PRODUCT TESTNO. t 1,4 10 EDEN
ROAD, YORK PA, 1744L
4. ADErlUACY OF THE EXTITM STRUCTURAL MICREM. MASONRY AIM
WOOD 1`11AMWO CWPR7S-,qO THE ArTAL-WAV41 SUBS TRArE FOR TH!E
SOFFIT emALLezD=-T.ErLll'.4-rDTCU-C.&-ABIEOFVATHSTANIX,40AJtD
TRAN-FErAiNOr APPLIED PRODUCT LOAD& TO'nTAT. 3TrUCTURE AND 13 THE
RSSPONSIMILITY Of THSARCHITECT ORWGINEER OF RECORD FOR THE
PROJECT.
5, OV.RHAff6S rECEIVIN'O SOFF9 SMALL E CHECKED FOR STRUCTURAL
ADEQUACY. DA.-AAGE. CRACKS OR DEFECTS THAT IAXY PRECLUDE THE
VOFPrrFM - EFECT4F.""ORIANO ITS INTENDED FUNCTIONS. SUCII 0 8
SMALL C= EL WMATED PRIORTO SO,-Frr VISTALLATION.
0. LISTALLAITOU OF SOFFITAND ACCEESOMrS SUCH AS CORNER POSTS.
STAKIESTRIPS AID TALkAROUND OPENIN"WeHALLOIS DONE IN
Arcoro&-icc%%i.:niTii.-cum--tr;E wqOtgOFTTI---FLCMDAWLDMCOOE
eu=,NoAno RE-emimveLum7_9 AND TMVlA:VL-,ACTIJR---
NSTRUC=NS.
TECONOrnD43Tfik7CE AATEMO.ITH--D-TAUOF-TMISDRK%AtIO
EVAWATIO' .4 OY A LICENS=- WGUEER OR
R:GrMR-O AftrHrrcr.lr
8, SOFFIT SHALL OF LACELED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE FLOMXBUILDNG Coos.
0. SOFFrF N 2.1 FREE AIIEA IN ACCORDANCE TMTN THE CUrVEWr EDITION OF
THE FLORIDA BUlLrWO CODE ARE SHOYAJ IN THE APPROVED SOFFIT
SCHEDULE ON SHEET 1
10 RIALS' t.L'KAYCAN BUILDING PRODUCTO VINYL SOFFIT AND TRIM 13
ktANUFACTUIlSo FROM A FORt.V.LATEO PVC. PCI.'.VER COMPOUND
W-a-TINGTHE SPECIFICATIONS OF ASrM D38`0'
0.2. KAYCA14 BUILDING PRODUCTS ALUMMIA TrIM IS MANUFACTURED FROM
ALUMINVU ALLOY WIN ASTIA E& TEST ED TENSILE STRENGTH OF 21 KSI
ANDjJjLD STRENGTH OF 0,53 KSI.
I DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) 1
NSTALLATIO PRESSURE FRSN fE A NET ..EAN"-a
VINYL SOFFIT SERIES ISHETSEENOTE j =.E (80, INJSO, F1',, 1 'T.' .I I
As:a /
4.10
12" TRIzLE 4 FIXL-C-11CUT ECD SaA /
I -'!" /- 06.7
MD. 0-33 "-Eur.D M-
rf0`E Ii Of-OCU FESV.F.l: RAIMCS SIfO.Ts ARDl Vlt LL e CcoW P 10 towo."a eA---M Cc, V m BAfrZ 'Xwt SrEE,'S. MWEL"I
XWFI PrESELRES AS MON A-CE 7- ID EO SE ON vx-t mm m-to srFEps AitE cm, j;TTSD To Ez tw1ripleg by 0.6 PER
tUrRDUT =Df OF Tit: ELORCA "-1324, COOS FSIT COWAMMt TD !HE MEW FRESSL- RX.9IG5 AWVE.
00r, 2: SEE DIEM 2 P09 DEEK-1 P,--fSMjrE-S Al It'. 12'. W AND 16- SEE -NESTS 3 VJD 4 rGA SWGLE SPA DISTALLATION3 FOR
jTrtl3"=D FRAWW C.A`LEVER M-D-CATRIW4 VIA ^01Wr ScVofl, sf- SHEET 5 FOR colOjEcrrh rl Als.
VINYL SOFFIT AND TRIM SCHEDULE
VINYL SOFFIT J-CHANNEL I F-CHANNEL FASCIA
SERIES
2' TTZIPLIE 4
FULL-O-VENT 11,/2" J-CKAWNEL I/Z- F -CHNNNEL FASCIAEco
NO. b639 VIENTIED VVYL AL
SOFFIT NO. t gooI NO. " 7B NO. 97GO
TABLE OF CONTENT
uOYES. PERFD),'VXE P1,3114S. SOFFIT SCIEDULE
2 IITS7mJ.Al00NI NOTES mD DP wiNGS TT-WMI SPANS_
3 943TALA'A01? DErk%S, cmnxmi. co*ismicnot,
4
INSTALLATI011 OVERP&4C
5 IIISFALLAIIION OErV-S A 7.11ROUGH F I
0 Sam P nrlie
7 Ct")IEL Nil) FAXCA PRnLES / OW
X-
ft*-J—.i`Z
rlc,hd P.F l*. M62
Zil
IF
VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS
DP RATINGS AT VARIOUS SPANS
INSTAL OON NOrES:
i, EAVEWMTH3 (SPANS!
1.1, THE I-ISTALLA71ON CROSS SSCTION'S SHOWN ON SHEETS 3 AND4 DERCT
SINGLE SPANS FOR FAVE CONSTRUCTION OF TRUSSW OOD FRA41NO IN
EnHER C&NTILeVER On OVERHANG CONFIGURATIONS. HOVIEVER. THIS DOES
NOT LIMIT SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG
AS MIMMUM FASTENER. REOUIREMENTS AND SPAN LIMITS AR MAINTAINED.
12. SEE TABLE ON THiS SHEET FOR SPANS OF 101 $7. 14'AND 16*,
2. INSTALLATION FASTENERS
2.1. FASTENERS SHALL BE THE. TYPE, SIZE. EMBEDMENT AND EDGE DISTANCE
SROWN HERFJ14 FOR RESPECTI'VE SUBSTRATE. SEE FASTENER SCHS DULE
ABLE ON THIS -SHEET,
2.2— MW-kWM FJA2ED 41E.NT EXCLUDE WALL FINISHES (INCLLrD;NG BUT NOT
UMJTED TO STUCCO. FOAK ERICK VENEER AND SLOING1. EDGE DISTANCE$
SHALL BE SUCH TO PRSVENTNS CRACKING OF SUBSTRATE MATEMAI..
2J. FASTENER LENGTHS SHOVO4 IN THE INSTALLATION DETAILS 00 NOT TAKE
INTO ACCOUNT WALL.R.MSMES. WALL FINISH THICKNESS SHALL BE ADDED TO
THE 'EQUIRED FASTENER LENGTIIS. SEE FAVENSR SCHEDULE TABLE ONr
IHMSHEET.
2X2 NOMINAL BATTEN INSTALLATM TO SUPPORT1140 SUBSTRATE STRUCTURE IS
THE RESPONSIBILITY OF THE EU011NEF-R. OR. ARCHITECT OF RECOFM
4. ALL FASTENERS SHALL HAVE COMOSSION RESISTANT COATINGS OR BE hIADE OF
CORROSION REVSTANT M.TERLALS CONPATIBLE VATH THE SUBSTRATE
MATERIALS,
S. SEE INSTALLATIO24 MOUNTING DETAILS AND ILUSTRATWE INSTALLATIONS ON
SHEETS 3,4AND S.
FASTENER SCHEDULE
O.C131' IXAM- SAT 2- T-HXL A wAso"Ry
D.9)2' Ow"ETE-1 x
3/' V4* Te Irm '"If.
10 " X 7/16* WVT11
Cr y.';Tl STAPLE I' t!71. yfoic 1/8- 1/4'
uEr.V'H
19 , 3' FH ViDOD SCREW
oR 18 . 3" FH TAPP011 woclo 1-/2" 5/6'
ScRul.
311C im opcou c"ElE
CONICFETE SIREW on wschRy
NOTE : EMEECUEtil' CASED 0:1 120M!!L LENIGTH OF FASTE!IER
5=4 SIIiFIT OR C=E, L4TD 50POVING SURSTRITF IN/11 WALL
FINIB4ES VMEF.--, V;ALL rit.-tS JES Ar PFSEESIT, THE FASTEtWq Lamp
WILL L'.'CRj jEo 3 F_ -myn CrAkbuou DEP711 WTI) 0 J W!MD F
sum"Wr.
DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
12" TRIPLE 4FULL-0-VENTECO/ NO. 0639 VENTED SOFFIT
Single Span Length
L"
INSTALLATION DETAILS
A RU F (SHEET 5)
Positive Negative
10 ALL 66.7 66.7
12 ALL 55,6 55.6
14 ALL 47.6 47.6
16 ALL 41.7
A
TRUSSI(FRAMING CANTILEVER EAVE CONSTRU(JION
FAVI W.D7H
F
SOFFIT—/"
A' SEE DETA:L "B" SEE DET;4i —
111
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
IT CHANNEL@ WALI,,.FASCrA.@ FASCIA END
px,4 IC —i.-
SOFFIT
E.AYE WrTH
OVEfZ,-MNG)
MJCrIETE. SOFFIT—" I N
ckfu OR , —cr,ICR.71
WOOD SEE DETAIL SEE DETA:., "C" L—i 0MU OR
EAVE CROSS-SECTION (
NOTE 1)
SINGLE, SPAN W/J-CHANNE LS
J-CFIAN.%qEL@ WALL AND FASCIA END
FAVE Vi;DIH
ROOF
OVERHANG)
SEE SHEET 2 FOR INSTALLATION
NOT, ES, FASTENER SCHEDULE AND
DESIGN PRESSURE PERFORMANCE
RATING TABLES. SEE SHEET 5 OR
DETAILS A, B, C & D.
SEE DET&IL "A" SEE OETAL "C"
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNET, @ WAL( FASCIA 0 FASCIA END
NOTE 1: hCNIMUM SPRUCE-P;NE-FIR FRA14ING @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING, CODE REOUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
i-LL
kill
h AM,
41- PX.
F,Mt—W52
TRUSSTRAMINGOV
ZAVE WIDTH
ROOF
OVEPKkNG)
EAVE CONSTRUCTION
F-
SPAN
EMIE VPDrH
POOF
aVEPM-la)
T 7- 7- u
U§U OR z -bWOODSOF;rT—
NOTE i) SEE DETAl SEE DEAL
Dlu OR
WOOD
rqOTE 1)
I,,*
A7SEEDETA61 SEE DE'Al 8"
E, AVE CROSS-SECTION EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL SINGLE SPAN Wd-CHANNELS
V-CMANNEI,491VALL FASCIAO FASCIA END J-CHAN! M. 0 WALL AND FASCIA END
EPAR' T'
P.DOF
LyvERPAN-G)
I Chlu CIR
WOOD
eti-OTE 1) IL—
SCfRT--"'
SEE MTAIL "A' SEE DETAl -E-_z SEE DEMIL -r—;, FEE DUNL "13-
EAVE CROSS-SECTION EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/Fq -CHANNEL
J-ClIANNEL @ WALI, FASCIA @ FASCIA END F-CHANNFI.@ WALL,J CIIANNEL@ FASCIA END
SEE SHEET 2 FOR INSTALLATION NOTES,. FASTENER SCHEDULE AND DEMN Pf
PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F.
NOTE 1: WNIMUM SPRUCE —PINE —FIR FRAMM @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREmENTS FOR SUBSTRATE mATERIAL MUST CE MET.
EAVE MIDTH
POU,F
MIERNANG)
cidu CIR
WOOD
NOTE
ft.. J. A- P'r
I P- 7w 1
PUS MW4D
0 CC. 117D
VARET
C!
M, I— w 12' 04. 1.
mrRm".mmm')
0 12' OZ. WM
07
T cz p am T_rm a tr
G — 85 C0IKrET1WA=.9"ej V
cD
1 /8' PAAY,.
vu M. wom
W-c 1)
DETAIL A. DETAIL B DETAIL C
FASCIA F-CHANNEL
3-CHANNEL
V ES Im04' Mcx' 070
swA20" CCM_ AnOklmlW_'4tdNF
b7-DIER !71" W
2 VLESOT .3-'PCD ll'_E:_521!
r
7 "
W'S M.11-0, scm al
S:M. Wral (a) ATTACM (`Vmu
VACID Z4 — OZ.
t 0 12*
ot. 0""
0
OVD.-aw am, 0012* OX. m cwl' LES ..'V.1ropra
el,
ro
i/B.. I -AM.
OR `.A 0
a.— J. &-- P.EC12' OX. 1/0- MAX. OnWe= ftk P& Ift 4m
co"c"E""
cmu OR
DETAIL D -DETAIL E (t:cTE 1) DET)UL F
J-CRANNEL J-CHANNEL J-CRANNEL
FASCIA.
FASCIA
NOTE 1: KIMMUM SPRUCE—PNE—FIR FRAMING 0 24' 0,0. OR CONCRETE/lAASCINRY.
FULDNG. CGOE RECUREMENTS FOR SUSSMAIE WTCRIAL MUST BE LIFT_
rM
DEWL A
I
12 TRIPLE 4 FULL—O—VENT SOFFIT ECO
VINYL -- NO. 639
Lff
jA N'
5
kid
J. mm"MoM
1/2" F—CHANNEEL/TRIM
VINYL (No. 1178)
1
5
4" FASCl/k 'SMOCTH
ALUMINUM (No. 9700)
BILL OF MATERIALS
criciapnoij MATSM&
FFI' E Sr:ttEDULIE 04 S14EU. I MID OROA-Wrs
ON S112-T-6 W4 r,
fSEE U071E 10 ON StCET 1) 2 F- - SEE: DpAime ar SF Er 6
3 ij-CHANNU - SEC DUOLIC 0.1f SFI:ET 6
4-
FASVA. - SEE EIZAMNO 0' 7A SHEET 8 CEE ti AL IA MJTEIDON SHEE7
Og "IA"OER . V-1/2" FOR CONCRUE AND STEEL
mso";?y SITTWES.
1.072' EIM ZTEP. K I-J/4- rFZ%l NAII STEEL
7 16 CA. X 7/16- i-MOTH CROWN STAPLE I" Wh LEIICTk STEEL
a x 3" FM -V7 ok H TAPP.140YTODSCF' 15ED TO A H VA !48Txl ,"QFOQ 5"FUP-TWE, SCIZRI,
9 3il6" ITW TAPI-ON CNICRETE ScrEV. MIN. 1.
DIIE IT
STEEL I
IE110, 2' X 2' NOWIAL ODOD 13ArEr( - Cl - 0.42 WN. IYCIOD —i
165
li.49q— 0. 0 4 Pl-,
5 4i—i
J—CHANNEL/TRIM
VINYL (No. 1100)
Mll
2 L
OHI. i, a
NEMO I etc.
Certificate of/luthormation #3245S
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
ENC21NEER EVALUATE TEST CONSULT CERTIFY
NOW 1111q "IMM
GAF Evaluation Report 01506.04.09-1114
lCampus Drive FL10626-1114
Parsippany, NJ 07054 Date of Issuance: 04/25/2008
800) 766-3411 Revision 14- 06/06/2018
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 Wh Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Roof Underlayments
LABELING; Labeling shall'be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of ny changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADvERTISEMENT- The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: 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 J.M. Nieminen, P-E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
Niernmen, P.E. on 06/05/2018. This does not serve as an
electronically signed document
CERTtFICAPON OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEMO ETC? LLC 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 NEMOletc. 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.
02 1 Q-Q11A
NEMO I etc.
ROOFING, COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/ Conditions of Use set forth herein.
Section Proee Standard Year
1.504,3,1 Wind Uplift FM 4474 2011
1507.1.1, 11905,1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009
Pliability
1507.1,1, R905.1.1 Exception Tear Strength ASTM D4533 2015
1SOl IS07-1.1 Physical Properties ASTM Dil 2016
1507.2.4 1507.1.1, ISOT2,9t2 Physical Properties ASTM D1970 201S
15073.3 Physical properties FRSA/rRI April 2012 (04-12) 2012
1507.11.2 Physical Properties ASTIVI D6164 2011
Z'l w!''11115NORwe
Enti Examination Reference Rate
ERD (TST 6049) Physical Proper -ties R3360.02,07-2-RI 03/13/2DO7
ERD (TST 6049) Physical Properties G12110.12.08 12/02/2008
ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011
ERD (TST 6049) ASTM D6164 340630.01.14 213 01/07/2014
ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014
E RD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017
PRI (TST $878) Physical properties BRY-003-II 03/19/2002
PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/2612002
PRI (TST 5878) ASTM D1970 GAF-027-02.-Ol 03/26/2002
PRI (TST5878) Physical properties GAF-042-02-01 06/0312005
PRI (TST 5878) Physical properties GAP-224-02-01 07/27/2009
PRI (TST S878) ASTM D1970 GAF-238-02-01 03/03/2010
PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010
PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2012
PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI (TST _5878) Wind Uplift GAF-4-34-02-03 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-04 09/1612013
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017
PRI [TST 5878) FBC 1507.1.1 (Exception) GAF 826 02-01 06/04/2018
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF--847-02-01 06/04/2018
UL (TST 1740) Physical properties 02NK22569 06/04/2002
UL (TST 1740) ASTM D6757 IONK11990 05/18/2011
Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017
Miami -Dade (CER 1592) HVHZ compliance 18-0119.15 02/22/2018
ICC-ES (EVL2396) IRC/IRC compliance ESR-2053 0710112017
CC-E,S (EVL2396) IBC/lRC compliance ESR--2808 07/01/2017
tCC-ES (EVL2396) IBC/IRC compliance 1SR-1322 01/01/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018
UL, LLC (QUA 962S) Quality Control Inspect, File R1068i (BC) 06/27/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (CA), 07/07/2017
UL, LLC. (QUA 9625) Quality Control Inspect, File 1110,689 (GA) 02/02/2018
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 01/10/2019
NEMO ETC, III Evaluation Report 01SO6.04.09-11114
Cert67CUte ofAuthorization 1132455 67"EDITION (2017) FEC NON-HVH2 EVALUATION FL10626-RI4
NEMO I etc.
Ent Examination Reference bate
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018
UL, ILLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/2012017
UL., LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/1612017
UL, LIC (QUA 9625) Quality Control Inspect., file R10689 (TX) 05124/2016
UL, LLC (QUA 962S) Quality Control Inspect, File R10689 (INDIA) 04/13/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R1.0689 (LA) 04/2312018
4.1 Self -Adhering Undeflayments:
4.1.1 Libertr SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlaymentl- meets ASTM D1970.
4.1.2 Storm.Guard' Film $urfaced Leak Barrier is a film -surfaced, fiherglass-reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970. StormGuarWl Film Surfaced Leak Barrier is also used as a
secondary water barrier to seal roof decks.
4.1.3 WeatherWatchO Mineral Surfaced Leak Barrier is a mineraksurfaced, fiberglass -reinforced, self -adhering Sas
modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch' Mineral Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
4.2 Mechanically Fastened Underlayments:
4.2.1 VerssaShieldO Fi e-Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or
fire barrier; meets physical requirements of ASTM D67S7.
4.2.2 Deck Armot'" Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated
polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 &
R90S.1.1 (Exception),
4.2.3 RoofProm SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC165.
4.2.4 Shingle-MateO Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC IS07.1-1 &
R905.1.1 (Exception).
4.25 StormSaW' Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof
underlayment systerns,* meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.6 Tiger PaW"' Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment;
meets FBC 1507.1.1 & R.905.1.1 (Exception).
4.3 Aspha"A plied Underlayments:
4.3.1 Ruberoid" Mop Granule is a granule -surfaced, polyester reinforced, asphalt -applied SBS modified bitumen roof
underlayment;. meets ASTM D6164.
4.3.2 RuberoidO Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
NFMn FTC, LLC Evaluafton Report 01506.04.09-R14
CertiflMe of Authatization #32455 eEDITION 12017) FBC NON-HVH2 EVALUATION FLIM6-1414
NEMO etc.
N3
5.1 This is a building code evaluation. Neither NEIVIO ETC, LLC 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directo ry or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within F8C approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prep red roof covering,
S-5 Allowable Roof Covers:
Elm,
Asphalt Foam -On
Wood Slate or
Underlayment Nall -On rile Metal Shakes & Simulated
hi ngles rile
Shingles Slate
Deck -Armor" Premium Breathable Contact Contact Contact
Roof Dock Protection
Yes No No
GAF GAF GAF
RoofPro— SEIS-Modified All -Purpose
Underlayment
Yes No No No Yes Yes
Sh ingle-Matell Roof Deck Protection Yes No No No No No
Tiger Paw— Roof Deck Protection Yes No No
Contact, Contact Contact
GAF GAF GAF
VersaShieldO Fire -Resistant Roof Deck
Protection
Yes No No No No No
Liberty'* SBS Self -Adhering Base/Ply
Sheet
Yes No No No No No
StormGuard19 Film Surfaced Leak
Barrier
Yes No No Yes No No
WeatherWatch* Mineral Surfaced
Leak Barrier
Yes No No No No No
Ruberoid* Mop Granule Yes Yes
Yes
No Yes Yes
See 5.5-1
Ruberoid@ Mop Granule FR Yes Yes
Yes
No Yes, Yes
See 5,5_1
5.5,1 "Foam -On Tile" is limited to use of the following Approved tile adhesives/ underlayment combinations.
0 L! N0_0
Adhesive Florida Product Approval Underlayments
DowTileBond— FL22525 Ruberoid" Mop Granule; Ruberoid' Mop Granule, FR
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Wnent Resistance Performance,
NEM0 ETC, LLC Evaluation Report 01506.04.08-1114
Cerriftate of Anthoibation 032455 e EDITION (2017) FBC NON-HVH! EVALUATION 1`1.1062f-RJ_4
NEMO I etc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Libertr SBS Self -Adhering Base/Ply Sheet; StormGuardO Film Surfaced Leak Barrier and Weather WatchO
Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41
primed plywood,
Ruberoid' Mop Granule and RuberoidO Mop Granule FR in hot asphalt to ASTM D41 primed structural
concrete.
5,6.2 Bond to Mechanically Attached Base Layer:
Liberty' SIAS Self -Adhering Base/Ply Sheet; StormGuard" Film Surfaced Leak Barrier and WeatherWatch"
Mineral Surfaced Leak Barrier self -adhered to ASTIVI D226, Type 11 felt
Ruberoid' Mop Granule and RuberoidO Mop Granule FR in hot asphalt to GAFGLASI #80 Ultimal Base Sheet
or Ruberold' 20 Smooth.
5.6.3 BNo —nd-to Other Substrate Tvpes
Vr ASTM D41 primed metal (flashing metal, valley metal, etc.)
5 6A Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
FRSA/rRI April 2012 (04-12) does not address wind uplift resistance of all underlaVment systems beneath foam -
on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRl April 2012 (04-12) and are used in
foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load
resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1,
margin of safety per FBC 1504-9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A.
Table 1A or FBC 1609 for determination of design wind loads-
1 Maximum Design Pressure= -45 psf.
Deck-, Min. 19/32 inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLASO #80 Ultimal Base Sheet or RuberoidO 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the
4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the
sheet.
Top Layer; RuberoidO Mop Granule or Ruberoid' Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 lbs/square.
2 Maximum Design Pressure = -75 p .
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS11 #BO Ultima,' Base Sheet or RuberoidO 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the
44 ' rich wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ru.beroidO Mop Granule or RuberoidO Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 lbs/square.
3 Maximum Design Pressure = -W.5
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, Tri-My #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTIVI D312, Type IV hot. asphalt at 20
to 25 lbs/square.
Top Layer; Ruberoid" Mop Granule or Ruberoid' Mop Granule FIR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 lbs/square.
NEMO ETC, LLC EValuatlon Report 01,506.04.08-1114
Cer0ficate of Aufftorization M455 0 EDITION 12017) FBC NON-HVH2 EVALUATION FL1062&R14
NEMO etc.
5.6-4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under 1FRSA/TRl April 2012 (04-12), Appendix A, Table I&
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and, 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1 29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
5.7.1 Deck -Armor"' Premium Breathable Roof Deck Protection; RoofProl SBS=Modified All -Purpose Underlayment;
Shingle -Mate' Roof Deck Protection; StormSafe' Anchor Sheet and Tiger Paw" Roof Deck Protection shall not
be left exposed for longer than 3"ays after installation.
5.7,2 VersaShield' Fire -Resistant Roof Deck Protection, RuberoiO Mop Granule and Ruberoid6' Mop Granule FR shall
not be left exposed for longer than 180-days after installation.
5.7.3 Libertr SBS Self -Adhering Base/Ply Sheet; StormGuard" Film Surfaced Leak Barrier and WeatherWatchO Mineral
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI Aeril 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
6.1
6-2
6.3
6.4
6.5
900
Underlayment Tile
I
Profile Staging Met
I
hod
Maximum
Slope
Flat Max, 10-tile stack 4:12
Flat ax, 6-tile stack J4 over 2) 5:12RuberQid' Mop Granule
Lugged Max. 10-tile stack 5:12
Ruberoid' Mop Granule FR
Flat o r Lugged Max. 6-tile stack (4 over 2) 12
Lugged Max, 10-tile stack 4:12
GAF Roof Underlayments shall be installed in accordance with GAIF published installation instructions subject. to
the Limitations set forth in Section 5 herein and the specifics noted below.
Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris priorto application and prime thesubstrate (if applicable).
Install self -adhering underlayments when ambient temperatures are minimum 45T and rising.
All metal surfaces shall be primed with Matrix -307 Premium Asphalt Primer or alternate GAIF accepted ASTIVI
D41 primer prior to application of self -adhering membranes.
I Deck-Armoe" Premium Breathable Roof Deck Protect -ion: I
6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.S.2 Minimum fasteners shall be 1-inch diameter plastic -capped -corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V,,rt, equals or exceeds 150 mph.
NEMD ETC, LLC Evaluation Report 01506.04.08-1114
Certificute afAuthorRatton 93M53 e EDITION 12017) FBC NON.-HVHZ EVALUATION FL1062&RI4
ONEMOjetc.
6,53 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'" SBS Self -Adhering
Base/Ply Sheet; StormGuard' Film Surfaced Leak Barrier.; UnderRoof'u 2 Polyester -Surfaced Leak Barrier or
WeatherWatchO Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the Linderlayment and exposed decking. At other areas, install the leak barrier over the
underlayment,
6.5.4 Non -Tile Roof Installations:
Single Laver; Roof Sloge > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a. similar manner, maintaining minimum 3-inch side -laps and minimum 6 inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
Double Laver; 2:12 < Roof Slope < 4:12-
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22--inch exposure) or minimum 28-5-inch side -laps for 54'-inch wide rolls (resulting in maximum 25.5-
inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c.
in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.6 Tiger Paw"' Roof Deck Protection:
6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.6.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1,1 and FBC R905.1.1 requires Ilse of metal cap nails
where the ultimate design wind speed, V,,ft, equals or exceeds 150 mph.
6.6.3 Optional, or if required by the Authority Having Jurisdiction: install a leak barrier of Liberty" SBS Self -Adhering
Base/Ply Sheet; StormGuardO Film Surfaced Leak Barrier; UnderRoo-l" 2 Polyester -Surfaced Leak Barrier or
WeatherWatch" Mineral'Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves',
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to gAnch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment,
6.6.4 Non -Tile Roof Installations:
Single Laver-, Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two., equally spaced, staggered center rows.
Continue upsiope in a similar manner, maintaining minimum 3-inch side -laps and minimum 64nch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
NEMO ETC, I.LC Ev2luation Report 01S06-04.0&RI4
Certificate ofAuthorbalon #32455 6711 EDITION (2017) F13C NON-HVH2 EVALUATION, F1.10.626-1114
NEM01 etc.
Double Laver 2:12 < Roof Slooe < 4:12:
If leak barrier (6.4.3) is not used, install a half -width sheet at the eav'e prior to subsequent courses. Starting at
the eave, fasten the eave edge and &inch wide end -laps 6-inch o.c, Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end -laps. Fasten 6-inch D.c. along the low edge and end laps and 12-inch o.c. in
two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.7 StormSafe'" Anchor Sheet:
6.7.1 StormSafer'' Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems—.
6.7.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V,,,,, equals or exceeds 150 mph.
6,73 Non -Tile Roof Installations -
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end laps.
Fasten 6-inch, o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field, Ensure
all end laps are staggered at least 3-feet apart.
One the same day, install Liberty SBS Self -Adhering Base/Ply; StormGuardO Film Surfaced Leak Barrier or
WeatherWatchO Mineral Surfaced Leak Barrier over the StormSafeT" Anchor Sheet.
6.8 RoofPW" SBS-Modified All -Purpose Underla —1II _yment and Shingle -Mate" Roof Deck Protection:
6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table
1507.1.1 or R90S.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
Code Reference, The Exception statementin FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V&t, equals or exceeds 150 mph.
6.8.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty' SBS Self -Adhering
Rase/Ply Sheet; StormGuardO Film Surfaced Leak Barrier or WeatherWatchO Mineral Surf -aced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and
valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment,
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed
decking. At other areas, install the leak barrier over the underlayment.
6.9 VersaShield" Fire -Resistant Roof Deck Protection:
6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted.
6 91 Optional, or if required by the Authority Having Jurisdiction: install a leak barrier of Liberty' SBS Self -Adhering
Base/Ply Sheet; StormGuardO Film Surfaced Leak Barrier or WeatherWatchO Mineral Surfaced at vulnerable
leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and, valleys, install
the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to
8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At
other are -as, install the leak barrier over the underlayment.
NEIVIO ETC, LLC Evaluation Report 01506.04.08-1114
Certiflcote Of Auffionmion #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL1062&R14
ONEMO etc.
6.10 Liberty' SRS Self -Adhering Base/Ply Sheet:
6.10.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1S07.1-1 for the type of prepared roof covering to be installed.
6.10.2 The minimum and maximum roof slopes are 36-12. and 6:12, respectively. Back -nailing is required when slope is
1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-
inch side laps.
6.10.3 Non -Tile Applicati o_ns.
Shall be fully self -adhered to the substrates noted in Section 5.6, For direct -bond to deck applications plywood
shall be primed with Matrix' 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Yz to
Y. gallon per square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to'relaxfor min. 30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matn' 20xl
Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and. minimum 6-inch end -laps,
Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6,11 rd4l Film Surfaced Leak Barrier: stormGuaE_
6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1SO7.1.1 for the type of prepared roof covering to be installed.
6.11.2 Back -nailing is required. Back -nailing shall consist of minimum, 1-inch square or round cap nails spaced 19" o.c.
within 3-inch side laps.
6.11.3. Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten, to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrixm 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
NEW ETC, LLC Evaluation Report 015K.04.08-1114
GWfflWfe QfMthorkaftn 932,455 6- EDITION J2017) FBC NON-HVHZ EVALUATION FL10626-RI4
1
NEMOletc.
6.12 WeatherWatchO Mineral Surfaced Leak Barrier: 1
6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1SO7.1,1 for the type of prepared roof covering to be installed.
6.12.2 WeatherWatchO Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-
inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.12.4 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the t op piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix— 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.13 Ruberoid' Mop Granule; RuberoidO Mop Granule FR:
6,13.1 RuberoidO Mop Granule or RuberoidO Mop Granule FR shall be installed in compliance with current GAF
published installation requirements.
6.13.2 For use in tile applications, RuberoidO Mop Granule or Ruberoid' Mop Granule FR are for use as an alternate to
Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSAARI April 2012 (04,
12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the 'Irwo Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems-
6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be
minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course,
Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge..
6.13.4 Consult GAF instructions regarding back -nailing requirements.
6.14 Tile Staf!ing (Ruberold" Mop Granule; RuberoidO Mop Granule FR)-
6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and GAF published requirements for tile staging,
6.14.2 Battens and/or Counter -battens, as required by the tile manufactu rer and FRSA/TRI April 2012 (04-12) must be
used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or
nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
NEMQ ETC, LK EwILmtion Report 01506.04.09-1114
Gertilkate OfAuthwaution 032455 e EDITION (2017) FSC NON-HVH2 EVALUATION FL 1062"14
NEMO I etc.
1_d NIN A
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
EW_Mlfl 1! 111.11 I'll iN.—-
Contact the noted QA agency for information on product locations covered for F.A.C. 61620-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Product sl
Charleston, SC FBC 1507.1.1 (Exception) Tiger Paw— Roof Deck Protection
Conover, NC ASTM 067S7 VersaShieldO Fire -Resistant Roof Deck Protection
Dadra, India FBC 1507.1.1 (Exception) Tiger Paw— Roof Deck Protection
Fontana, CA AC16S RoofPro— SBS- Modified -All- Purpose Underlayment
Homer, LA FBC 1507.1.1 (Exception) Tiger Paw— Roof Deck Protection (WIP)
McGregor, TX FBC 1507.1.1 (Exception) Shingle -Mate* Roof Deck Protection
Mission, BC FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Mt. Vernon, IN ASTM D1970 LibertyT11 SBS Self -Adhering Base/Ply Sheet; StormGuarc10 Film Surfaced
Leak Barrier, WeatherWatchO Mineral Surfaced Leak Barrier
North Bay, Ontario
I
FBC 1507.1.1 (Exception)
Deck -Armor"' Premium Breathable Roof Deck Protection, StormSafe l
Anchor Sheet, Tiger Paw" Roof Deck Protection (conversion)
Pryor, OK FBC 1507.1.1 (Exception) Shingle-MateO Roof Deck Protection
Savannah, GA
ASTM D1970 StormGuard' Film Surfaced Leak Barrier; WeatherWatchO Mineral
Surfaced Leak Barrier
tASTM D6164 Ruberoid@ Mop Granule; RuberoidO Mop Granule FR
A U7 --
1
UL, LLC. — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report OIS06.04.09-R14
Cert(fto;te OfAuthorhWim M455 6T" EDITION (2017) F13C NON-HVH2 EVALUATION FL,10626-R14