HomeMy WebLinkAbout18-19545 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1
BUILDING PERMIT a 4N- �
PERMIT INFORMATION -- LOCATION INFORMATION
Permit Number: 19545 Address: 38 TH AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-08100-0120
Improv. Cost: 6,575.00 OWNER INFORMATION
Date Issued: 4/10/2018 Name: 38721 9TH AVE FAMILY INC TRUSTEH
Total Fees: 112.50 Address: 4355 W KENNEDY BLVD
Amount Paid: 112.50 TAMPA FL 33609-2126
Date Paid: 4/10/2018 Phone: 954-439-2768
Work Desc: REROOF SHINGLE 18SQ/ FLAT MODIFIED 10 SQ
CONTRACTORS APPLICATION FEES
BAYSIDE ROOFING PROFESSIONAL REROOF RESIDENTIAL 112.50
1'
�G
DRY IN ROOF INSP
Ins ections Required
PP
TAPE JOINTS ROOF N f
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRAtTOR SIGNATURE PERMIT OFFItXR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 3 I.5 I J� Phone Contact for Perml Ing /7G? $y����C )
i
Owner's Name JF7a I 06 fAm ' 5}- Own a Number
Owner's Address 1 5/355 0- A inn£ i . ;360 Owner Phone Number
Fee Simple Titleholder wner Phone Number
Fee Simple Titleholder;Na:res , EEA
JOB ADDRESS 3$7a J 9 ,plus. Z- 3 5 e/Q LOT#
SUBDIVISION PARCEL ID# JJ-a&-.2 1 `Oo I D- 10 Sj O p -CDC)0/U
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER �L/I T'12 1. o J��
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = I I >2't l A G t- 16
4 fC/70g4/-IZ(, `65'/1/y-2 r Z
DESCRIPTION OF WORK 2froaJ2�2f /� ti C n f t r", LJI a '
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $ / �75 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 1, AMP SERVICE O PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ +
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V
=GAS = ROOFING 0 SPECIALTY = OTHER Q ( �
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER �21 SIGNATURE & COMPERED � N G FEE CURREN n
ANYN S.a c,I S
SIGNATURE i I
Address 3 , >t2. 40 ;AeOl 3(/&l Lticense# eG C/3.7 87 U
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms,R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"'"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE:OF DEED.RESTRICTIONS: The,undersigned understandsthatthis;permit,may_be,subjeptta.�desesi restrietioils
which
applicable-.de,be'rrtore'restrictive thani,Coi�nty.regiilations iTne'utdeFsigned assumes esporjsitSdity forycorrlpiia
nce vulth any
ed restrictions:
UNLICENSED`CONTRACTORS'ANb-CONTRACTOR RESP.ONStBILtfll"Sa- If-ttsa,ovi+iisr=kids-hired a-contractor-or
contractors to undertake work;they„may,;be,required'aw; �o be licensed In accordance-with,state'andlocal-cegufatiorz's,. It the.a
contractor.is:not"licensed=as_required by.`l both:the ovvrter and"coritractrir may 6e"cQed for a irtlsdemeanor:violation
under state'law.' If the owner or;Intended_contractor are uncertain as.to whatllcensing,requifements may.apply;'for Attie r` '
intended work.they.are advised to contact the Pasco,Courtty'BCritdirig lnspecfion Otvrsiort—Licensing.Section at 727-847=
8009. Furthermore, If the owner has:lured`a'contractor or contractors, he"is advised to Have-the corAract6r(,4)�sIgn„., .
portions of the"contractor Block"of this application for which.they.will.be-responsible,:If you;as''1 a.owner`sign as-ahe `* ,
contractor,that may an Indicatiomthat he•!s not properlyiicensed a"hd'is not entitledto permitting pHvileges;ln Pasco;
County. ,
TRANSPORTATION IMPACTI.UTILITIES IMPACT AND RESOURCE RECOVERY"FEES:The undersigned understands....,."
that Transportation impact Fees and Recourse Recovery Fees'mayappiy to:the.construction of,new,buildirigs,chahge?of.:
use in existing buildings;:6-nexpansIon of axisting buildings,as specified in Pasco County Ordinance number 89-07'and
90-07, as amended: The'undersigned•aiso understands,;that such fees,as'mayibe.dud,will'li:e;.identified`atstt5e.[ime iif'
permitting. 'It is-further understood that Transportation impact Fees`and Resource Re'covery.Fees must be paid ptior'.to
receiving a:"certificate of occupancy"or final power.release. If the.project.does not:lnvolve'a"certificate of.occup'ariey:or,
final,power release;the fees•must be:paid prior to.permit issuance..Furthermore,.if.Pasco County WatedS,ewerlampact
fees are due„theymustbe.,paid prior to permit'Issuance in:accordanee'wlth+applicable.Pasco County ordinances.
CONSTR0dTI64:LIEN 1 Atlii(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500;00_or-..moreA;,,t.
certify that 1, the applicant, have been--provided with a.copy_;.of:the "Florida Constructi.ort Law fiomeowriers
Protection Guide"prepared by the Florida Department of Agriculture and ConsumerAffairs. If the applicant'is..someone.,!.
other than the"owner",i.Certify that]have obtained a copy of the.above describeddocument'and_promiswin good faithto':_.
deliver.it,to`the"ouvner°:prior to.commencement
CONTRACTOWSiOWNEWS AFFIDAVIT:;.a:certify.that all the information in this application is accurate and that alf work
Will be done in compliance with all applicabl` ,Ia regulating construction,zoning-and land development. Application;is
hereby made to.obtain;a,permit..ao do;work',and lnstallation..as-indicated'. 'I certify that no work or:lnstallatfoni has
commenced prior to.issuance of-a permit andlhat all work will be performed to.meet standards-of all laws regulating
construction, County and City codes, zoning regulations, and land development-regulations'In:-the jurisdiction. '9rilso
certify that i understand that the regulations of other government agencies may apply to the intended work,and that'it is
my responsibility to identify what actions i must take to be incompliance. Such agencies include but are not limitedto:i
Department of Envirorimentai::Protectlon-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterMasteweiter Treatment.
Southwest Florida Water Management District-Wells, Cypress .Bayheads, Wetland Areas, 'Altering
Watercourses,
- Army Carps of EngineersSeawalls,Docks,Navigable Waterways.
- Department.of Health,&.Rehabilitative.Services/Environmental..Health Uhit-Wells,:Wastewater.Treatment,
Septic°Tanks....
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation•Acithority-Runways.-
!understand that the followingrestrictlons apply to the use of fill:
- Use of fill is not allowed fin Flood Zone'Xr unless expressly permitted.
- If the filF.material`-is to be used in Flood Zone "A", if is understood that a-drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by.theState of Fiorlda.
- If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem Wall.
construction,I certify that fill Will-be used only to fill the area within the stem wall . .
- If fill-material is to be used in any area, I-certify that use of such-fill will not adversely affect adjacent
properties. If use of fill Is found to adversely affect-adjacent properties,the owner may be cited for violating
the conditions'of the:buiiding;parmit issued under the attached.permit:appiicafion,for-lots-less than one,0)
acre which are•eleveted by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER;;:I-promise in good faith to inform the owner of•the_permitting conditions set forth in
this affidavit prior to commenclri rcorfstrirction A understand that,a,se Grate permit may be required for electricai.work,..
P 9 - � P P Y q
plumbing, signs,wells, pools,,air•;,condltloning; gas,.orotfier.1ns1ailafibns not specifically included in the application:;
permit Issued shall'be.constrtiedtobe a license`to proceed)Afi:the work-and-not as authority_to Volate,.cancel,alter,+or
set aside any provisions of"the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter '
requiring a correction of.errors in:plans;construction or.violation"s^of arty asides:'Every permit issued'shail'become invalid
unless the work authorized by such permit Is commenced.within six months of permit issuance,or if work authorized by
the permit is suspended.or.abandon edfora•pertod,of six(0.toni6 after the time the work is commenced, An extension-
may be requested,in writing,from_file Buildkg'Officiat for a period.not to exceed ninety(go)days and wiii demonstrate .
justifiable cause for.the extension. Ifw.ork-ceases for ninety(90)consecutive days,the job Is considered abandoned.
WARNING TO�OWNER:'YOOkIFAfLU..ItE;TO.,RECORD:A NO.T.ICE.OF•,COMIMENCEMENT,MAY,RESULT IN YOUR
PAYING TWICIETOR IIVIF?I?01IEMEPIYS TQ YCIUR PROPERTY,.W-.Y.dd INTEND TO USFAIN`FINANCING;CONSULT
WITH YOUR LENDER Ott AIV ATTORNEY BEFORE•RECORDING YOUR'NOTICE'OF'COIVIMENCENIENT:
FLORIDA JURAT(F.S.117.03) '
OWNER OR AGENT GONTRACTOf.42A rrl , Q _
Subscribed andb'swom to(or affirmed)before me this su crlbed >�sswo (o( r affl ,ad efo • e this - y
Who Islare personally known to me or hasthave produced Who is/ If n„ to o. as/have produced
as identification. It V2tSi t as Identification.
Notay Public Notary Public
Commission No. Commisslo No.
,,,;ti•r .,, JACQUELIN
Name of Notary typed,printed or stamped Name of Notary typ print r$h3m,xp 2018
lras December 12,
• , b"'` ypnAOdThNtMyrahlnsucance600.395d019
Pt+.
A
W,Pasco:W-844.7663(ROOF) State Certified Roofing Contractor
Pinellas:727-723-7663(ROOF) •" BonUc, ed&Insured
Hillsborough:813-229-7663(ROOF) "' Bonded- 13-512d
Hernando:352-799-7999 Fax#F:727-943-512i
To Whom It May Concern:
The following are authorized to obtain permits and considered agents for Bayside Roofing
Professionals, Inc.:
Patrick Hloska Sr.
Patrick Hloska Jr.
Jill Hloska
Brian Hloska
Andrew Shuhart
Jessica Pf ilstieke-&,
Adam Jessica
Anybody who is not listed in the above should be removed from obtaining any information on permits.
Than u
Patrick Hlos a
Roofing License#:CCC1328720 Building License#CBC1253998
The forgoingwas acknowledged before me this day off Ord, ,20 l Do b
g y
or �t 6� a S .as crud for i c4 �sQ�
_ f
Si' nature of Notary Print,Type,Stamp
Personally Known ��or Produced ID Type of ID Produced
`Nj$Y W&-0
� RENEE DISPARTI
State of FloridallotaryCommission # CG123949
MY CJuly laalan2i plran
=_ F-BAAILED
Shate.Certified Roofing W.Pasco:727-844-7663(ROOF
&Building Contractor ' �ln llas:727-723-7663(ROOF)
:ez :
Lie-#CCC1328720 • .. Hillsborough:813-229 7663(ROOF)
Lic.#CBC1253998 ysOde EIernando:352-799-7999
Bonded&Insured .r~�„.. • - - Fax:727-940-5441
r'A Coninlitneent To Quality" s:<'-"�o®fing Email:baysideroofing@Gve.com
AngiePs list www.baysideroofingpros.com
PROPOSAI.SUrtallTrF.DT . --.i',. + PH ..`6
2
1/,+
STt1EEr Tyr�/�� _.. LOCATION
:...
CITY,STATE,ZIP } :/ MAIL
SHINGLE
IFE HEREBFSURAt17•SPECIFICATIONS AND F-ST MATES FOR:
an, rat CHEC6ALL rlldTAPPLY ram an
17f Obtain and pant local rnoCpermits fin acrnrdonce vith Io�a1 larod �- (5 Install new 16"valley metal in valleys
16-23 Completely remove existing roof to bare wood�rr,A5%"/Itr IPA Q�Install nav Slashings for all plumbing stacks and GRV scuts,nailed
E Thoroughly inspect roof decking aril sealed with asphalt roofing cement
Ile lace rotten decking at S d�'pw sheet plywood andfor btstall a Class A fmtgus resistant shingle,(6 nails hinglel
S per L.F.ofdecking and all other woodwork_Initial 9,.a Install�tantterd Ridge vent for attic ventiladoa L.F. r
Fx nail entire roof decking per Panda building code wi.pmper fasteners Q)-6 Install premium High Definition Shingle over vent for attic
0 CK ( all a sctf-adherin 1&stieL river entire roof deck per ventilation -. LF. \�
Flow w g code .,,.�. XL Hand cltxri and Mil away all jab related debris to an a roved n
�'O Install 15#t_Lay .0 lnyi'Ys)felt for moisture barrier disposal facility
and dry�la of roof for a complete water tight system Hand clean and magnetically stvccp jdb sae for nor
Install New grip Edge-Natural-White-Brawn-Gmy-Black-Beige Call in all Raofhtspeetionswith local permitting
for added water tightness,nailed and sealed wish asphalt roof cement Final lawarlan with home ownei(S)ro emure coin roar
GO �.�k
.•COLOR-" COLOR -
btANUFACIURtSSWi F MANUFAC[9RER �-_
PR[CE - PRMR --- - -
OW__ SLOPE)
® era•CIIE42,117ALL777ATAPPLY
1K. 6L Obeia Zd post lost]roof permits(in accordance 1]nw) O. lnstidl thickness of insulation w proper fasteners
1�:;C yrt�me ronFtnbace.-(JDeCY O install�0RoofSystem
iii¢�r1gin5pcuioo8d -=;':" Install a maintenance rrca cap sheet.installed with hot tar
-_' roam decking of�Isheei plywood andior granulated finish
S pesLF oCdecking and atIodIcrwoodwork Initial 00 Install onparapitwalls
�_R g'ss meml concrete andhar gypsum deck at S Make proper tic-in to sloped roof
�L, ;Rcia3 entire roof decking per Florida building code wi proper fasteners bistall new coping cap(lashings on yells
0 0 aitidt i self-altering peel&stick over entire roof deck•per 'SI Clean and haul away all job related debris to as appsosrod
Porida byddi L code - facili
��} t5
g O Tmslatl 75 lb 3 Ib.base sheet with fasteners .. , . .. (land elemn'tad man!rnflysvr eP job sae Far ffitEs::
16 O frtsull nc r Drip Edge-Natural� v-Black-Beige _C, in aD Itoufltt with Ibm-1.
O Install a modified roofsystem Smooth:!( --$-we re000momda s 9;rYW
Q 9 Install otysoffibdiglassfelt.mstallwith bettar po>i3ugirata,74Cd� R O. Re srd:
an aluminum coat finish Final i ii$'bs�c
1 r rro-e! _ah.F/n�l`;onl
SME <' '.STYLE
MANUFACTU
PRIG-E - - A" - - PR(
1cP JnG10 E-5 66 r r' e-
lQll)J`'AV
we P16pose hereby to furnish material and labor-complete in accordance with above specifications,fo the sum to be paid,accdzdine to the payment
schedule set forth below,unless job is not completed.
dollars"(S 1
Payment to be made as follows: /� DownPaymcrit
�)pQ0/i 0Oryl t04 1 tfJ» Balance
:sruor��ur
- sigrrarura --All tinpaid and outstanding balances hereunder shall be subject Note:This proposal may-be
aybe
to a Service charge of IS%per month beginning from the due date. withdrawn by tis if not acceptcd:with n'_ � days
Acceptance of Proposal The above prices,specifications and TERMS AND CONDITTONS ON REVERSE SIDE
rnudihons arc? sEctory and are hereby accepted.You are authorized
to do the work ass .Payment wiq be msde u outlined above.
SignatureX Date ofAcceptancrx �40
((yy ff {{ ``ff Rt pt: 1g39537 Red: 10.00 PAULAS.O'NEIL,Ph.D.PASCO CLERK a COMPTROLLER
i.111!'11 i1111 11/111 MI DS: 0.00 YT: 0.00 3 BK 2�� 2 PG 58�
201$042684 03/14/2018 eRecOrdinq
PormBNo. pataailDNe )l'at,_at-Of�fG— G�S'3tso—Ot�Sa
{ NOTIM.OF COMMENGEWNT
Sto4o of�( Z O� �� Cauntyal f1g S G 0
Ilse Following t�mmt U to bW d d In M N Ora of Commoneamant via fo codem real propartn and in accordance with chapter 713,Florid®Statures,
•t, Doscdplon of Property:Parcel idenlMeaBon No. j) ;?& 00 10 oq 96
Street Addross:,3&7-R 1 4 f::= A-ur. Zrph 4 an 1 l 5y A( 33,501Q
2. PlmtafalDasaFpdenettmprouomont 1?£ 191ni�
3. Owner ttdarmallon arLassae lnfosmaiton IF the Lesase contacted for the tnptovemant:
Address —( Name �S n n r c1c, �i>'f!r�. C_Vic.C2 r(�t� sfata Y
Interest to Propedy:._of_'N_n 5r L'
Name Won Simple Ttleholder
at dUtarant from ovmarttsted above)
oreecCorator 0 �SS�ciMt_Se � �
.54139 Name InMAC- S7`t e-re 4 a2. ��0L-'br9!f I=G
Addiesa �7,0 71 geld- 7&63 cry state
ConiractaPe Telephone No.
5 Surely:
Name
Address City State
AittauNoteaittl:5 Telephone ft,
B. Lender
Hama
Address city State
tendofroTelaphone No:
7. Perverts within Me State of Fradda dastgnoted by the over upon whom naBass or ether documents may be served as provided by
seedon7la.taHka)in,Ftcdda Slatutes
Name
Ad*= CBY Siato
Telephone Number of Dealgneled Person:
B. Fit additten to Weasel,the avmar designates —at—
to mcalva a copy of the Lienor's NaBca as pmuldod in SecBon 713.13(l)(b),Provide stetutos.
Telephone Number of Persona Enilly Deelgnated by Ovmm
e. MVIra an data of Nanat of commencement(afe uptrafron date may not be beran are compretlon of concirucilon and Beal payment to the
contractor.but VA be one year From Bw data of tocotd rig iialeas a diitarent dole Is speatited):
RtttXE t KYOt)R PAYKVt3 iWiOEY�NU�DYERI OMER LOUR i'RQPERAyNi3TtG'FLORIDA{M NG�AND OAN
WpiTFIOYdi R tEriDE AND POSTED ON
A7 ioRJOB
6Y 8 COMMF�tQiMO WOFEflC ORRE!'ORQit3M Yt 011 NOiit QF OQNMMENt+RE�MLT
arm rhpean�aateYY al enrbaSteLoclara that I have toad the famgaing frallftaidmintrweament and that the tads stated thwaln am two to the bast
STATE OF
COUNTY QF PAscp
or see;arOwneds er!assae�Authar d
Officaarlm ectovettnatlMagagar i
stgnatory'aiii�lOitFoa
Tho foregoing inshumentwas acknamiskod before mo i _E&.ay of MW&o ae,a by L r,• t .hC ' ++ _1 PX"G O'A
� r')r_���i"T"Yi 1 cta!+• (type otaugtediy,e.@,oCfloar,tnistea,aBamayln feet){
�$'l A Q t�,t�Fa.rYitlt�iyt t f —_(ram of anbehatt fwbom mntwascaewtsd}.
PersonaBYKn ProducedtdenittieatkmCt NoifaYSteffaWta eta!) P D iT G�roll(ltit
Produced of IdenllRcaUon me(P&Q
amw
Type
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typdatalbcainaitaseenitnanaamvlli p� a 4; V
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STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
" ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
z$ ® m godVe WITNES MY HAND AND FF�ICIA SEAL THIS
R O # DAY OF
�� a .
PAULA S.O'NEIL,CLERK&COMPTROLLE
1887 . DEPUN CLERK
� . P BY
��� OF f���®�
1
BCIS Home Log In User Registration I Hot Topics I Subrplt Surcharge I Stats&Facts I Publications i FBC Staff BC
Ilodd _
421,g*, Product Approval USER: Public User
Product Approval Menu > Product or Application Search > Application List>Application Detail
FL # FL5444-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation-Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
(610) 893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harner
ALLWORK SHALL COMPLY WITH PREVAILilg(,:mark.d.harner@saint-gobain.com
CODES FLORIDA BUILDING CODE,
Technical Re gg4QA a 44EC T MC CODE, Mark D. Harner
Address/Ph 10ANCESllOF ZEPHYRHIPLS 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative_.. ��
Address/Phone/Email EIi:,1�iE-W DATtl, A'
CITY OF ZEPHYI1�IILL
Category PLANSE_XAM11"1N1E fij19_
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Archit
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard
ASTM D3161
^ ` ASTMD3462
°
ASTT4D71S8
Equivalence uf Product Standards
Certified By
Sections from the Code
.'
Product Approval Method Method 1 Option D
Date Submitted 09/07/2017
Date Validated 09/12/2017
Date Pending FBCApprova| 09/15/2017
Date Approved 12/12/2017
5444.1 CertalnTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no-cut-outs), lamin
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use outside HVHZ: Yes SHINGLES EL544LRj2,pdf
Impact Resistant: N/A Verified By: Robert Nleminen, PE PE-5
Design Pressure: N/A Created by Independent Third Party:
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
SHINGLES FL5444-Rl2,pd
Created by Independent Third Party:
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.' EXTERIOR RESEARCH&DESMGN[LiC'
Certificate vyAuthorization#9503
)U���� 363[HK|S�AN5TREE[ UNIT#13
}«~«x^�' , OXFORD,[TO6478
/ .
(203)262-924E
EVALUATION REPORT
CertminToed Corporation Evaluation Report 3532.09'05-1113
2O Moores Road FLS444-812
Malvern,PA1935S Date of Issuance:nB/22/2UOS
(610)651-5847 Revision 13:ng/o5/2n17
Gmmpu
This Evaluation Report is issued under Rule 61G28-3 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 6 Ih Edition(2017)Florida Building Code sections noted herein.
Qsscmpnom: Ce,tainTeed Asphalt Roof Shingles.
Lxmcuws: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
andF8C 1507.2J'1/K905'2'6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
AmvEnnssMEmr' The Evaluation Report number preceded by the words °Trinity|ERO Evaluated" may be displayed in
advertising literature. |f any portion of the Evaluation Report is displayed,then it shall ba 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 uf pages 1 through 12.
Prepared by:
Robert 1o0'Niernimen,P.E' '
The facsimile seat appearing was authorized by Robert m"rnm^n,
Florida Registration No.591m6,Florida oC4Amc1983 xc.°"n9/05/�rmu� not serve ele
ctronically
document.
CERTIFICATION cpINDEPENDENCE:
z. Trinity|sxo dpc, not have, nor does it intend to acquire orwill it acquire, afinancia| interest in any company manufacturing o,
distributing products itevaluates.
Z. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
s. 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.
s. This isa building code evaluation. Neither Trinity|ERo nor Robert Niemmen' p.E. are, m any way,the Designer nf Record for any
project un which this Evaluation Report,o,previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
I f `v
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition
(2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
gailly Examination Reference Date
UL(TST 1740) ASTM D3161 94NK9632 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 06/16/2003
UL(TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL(TST 1740) ASTM D3161 04CA32986 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 04/15/2005
UL(TST 1740) ASTM D3161 05NK16778 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 OSNK22800 06/22/2005
UL(TST 1740) ASTM D3462 R684 09/21/2005
UL(TST 1740) ASTM D7158 05NK08037 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL(TST 1740) ASTM D3161 10CA41303 10/08/2010
UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010
UL(TST 1740) ASTM D3161&D3462 IOCA44960 11/11/2010
UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013
UL LLC(TST 9628) ASTM D3161,D3462 TFWZ.R684 04/22/2014
UL LLC(TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015
U L LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 12/16/2015
UL LLC(TST 9628) ASTM D3161&D3462 4787195678 02/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016
UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC(TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC(TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017
UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113
Certificate ofAuthorization#9503 6�EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5947 Revision 13:09/05/2017
Page 2 of 12
r
TRINITY ER®
4. PRODUCT DESCRIPTION:
4.1 CT201,XT"""25,XTT°'30 and XTT'"30 IR are fiberglass reinforced,3-tab asphalt roof shingles.
4.2 Arcadia', Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'"',
LandmarkTM' IR, Landmark"' Pro, LandmarkTM' Premium, Landmark"'" TL, Landmark TM Solaris and
Landmark'"Solaris IR are fiberglass reinforced,laminated.asphalt roof shingles.
4.3 NorthGateT'"is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle.
4.4 Presidential Shake""', Presidential Shake'"" IR, Presidential Shake TLT"' and Presidential SolarisTm are
fiberglass reinforced,architectural asphalt roof shingles.
4.5 Hatteras"',Highland Slate"'and Highland Slate TM IR are fiberglass reinforced,4-tab asphalt roof shingles.
4.6 PatriotTM is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge""", Shadow Ridge""", Cedar Crest""', Cedar
Crest""' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles maybe produced in AR(algae resistant)versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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.
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM
D3161,Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to Vasd= 150 mph (V,it= 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory,Accessory for Hatteras,Shangle Ridge,Shadow Ridge,Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip&ridge shingles have been evaluated in accordance with ASTM D3161,Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vasd=150 mph(V„lt=194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance(RT)for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6(except Presidential Solaris')
exceeds the calculated
uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V,It = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction,which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C.Rule 61G20-
3.
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 3 of 12
i4 is
TRINITY'ERD
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Steep Slope"directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
6.4 CT20-,XT'"'25,XT'"'30,XTT" 301R:
LOW AND STANDARD SLOPE STEEP SLOPE
ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement*for every full
(305 mm) -(305 mm)-► -(305 mm) shingle(Figure 11-4).Asphalt roofing cement meeting ASTM D4586
1'(25 mm) Sealant V.(25 mm) Type 11 Is suggested.
ter--- �- ---�-
5 518"(145 mm) - -
5112"Planiorw000dd _--- ---- ----
METRIC T --
131/8" 131/8" 131/8" .�
Rooting Cement
��1"(25mm) —Sealant 1"(25mm)i( Apply I"(25 mm)sp ols of asphalt roofing cement
1 under each tab corner.
6 r 1a" Figure 11-4•Use four nails andsix spots ofaspbalt cement on steep slopes
{ *CAUTION:Excessive use of roofing cement can cause shingles
to blister.
Figure 11;3;Usefour nails for every full shingle.
6.4.1 Hip&Ridge for CT2011,XTT"25,X'17130,XTT"°30 IR: Cut Shingles
1" Remove
(25 arm)t l r �
51, �""I
j lI T 12"(305 mr0 Fa$
li i! i! it I m -r-`��_` eon
- - - -1- - - -1- - - - 12" (125m ) �`� Sae`25mm1
Cap Cap Cap (305 mm)
Shingle Shingle Shingle
_i �1A o�weoaP\�`�l
Figure 11-24.•GY{t tabs,than trim back l0 hake cap shingles
(English dimensions sboum). l
Figure 11-25.•Installation of caps along the baps and ridges.
6.4.1.1 For ASTM D3161,Class F performance use BASF"Sonolastic® NP1T'""adhesive or Henkel "PLO Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certii7cate of Authorization#9503 6Ta EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 4 of 12
ERD
r 1RI Ii 9 .
6.5 ARCADIA" :
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for even'frill shingle located as shown before rise SIX nails and FOUR spots of asphalt roofing cement for even•hill
shingle,is shown below.Apply asphalt roofing cement 1"(25 rani)
---—�---,-- from edge of shingle.Asphalt roofing cement meeting ASTNI D 4586
T}gae II is suggested.
—1'{25mm1 1'l25m+nl—.
Nail Lints
rlail
Nail Line 1'125 MMl 1'(25 mm)—+
Figure I Use six nrd(s for avoy fall shingle. �, c, Ld�c,
Figure 3.Use six nails rind four spots<f asphalt
roafi"g cetnent on ste%slopes.
6.5.1 Hip&Ridge for ArcadiaTm- Cedar Cresf".Cedar Crest'u IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum
'/-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161,Class F performance use BASF"Sonolastic"NP111"adhesive or Henkel"PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line%to 1-inch from.
each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab
sides into the adhesive,and install nails. To secure the other side,apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
Hand-sealing adhesive
4"
—L I
203 ptm)A (305 n1m)
pa ure
r----�12S\nm1
'1"
Dab of asphalt
cement between
shingle layers
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R13
Certlffcate of Authorization#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertalnTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 5 of 12
IERD
'-J TRINITY
6.6 BELMONT"OR BELIVIONTO IR:
Low and Standard Slope Steep Slope(greater than 21:12):
(2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement"for every full
located as shown below. Belmont shingle.Apply asphalt roofing
I cement I"(25mm)from edge of shingle.
11 f2'(38 mn) X-
er 1= See below-Asphalt roofing cement meeting
1'(25 ram) 1*(25MM)—i ASTM D4586 Type 11 is suggested-
sla'06o.n) SSW
(220 M)
OT I=
1-1-(25mm) 1'(25 mm)—
o Addiflonzi rails if:equted.
(220 ram)
1*1225 MM) Flooring -mnl
6.6.1 Hip&Ridge for Belmont"or Belmont®IR:
6.6.1.1 Optionl For BelmontO,refer to instructions herein for Cedar Crest""or Cedar CresVm IR hip and ridge
shingles. For Belmont®IR,refer to instructions herein for Cedar Crest1m IR hip and ridge shingles.
6.6.1.2 Option 2 For BelmontO: Shangle"Ridge
-4 12' 0. 18' Exposure Remove tape
from the right side
8-,_I and fasten
SECOND
Fasten the
left side RIGHT
Remove 85/8�
ThIsTape FIRSSTT LEFT
Figure 17-19.lbstallation ofSbangleO Ridge shingles
Figure 17-18.-Sbangleo Ridge. on bips and ridges.
6.6.1.3 For ASTM D3161,Class F performance use BASF"SonolasticO NP11M"adhesive or Henkel "PLO
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1113
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-RI2
Certaln'reed Asphalt Roof Shingles;(610)651-5847 Revision 13-09105/2017
Page 6 of 12
I
`mot; ER®
TRINITY;
6.7 CARRIAGE HOUSE SHANGLE®AND GRAND MANOR SHANGLEO:
LOW AND STEEP SLOPE
STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every
Use five nails for every fuIl Shangie. full Grand Slanor Shaugle.Ilse five nails and thrce spots of asphalt
roofing cement for even full Carriage house Shangle and Centennial
Slate.Apply asphalt roofng cement 1-(25 mm)from edge of shingle
(Figure 17-5).Asphalt roofing cement meeting,%ST1i D,1586 Ttpe 11
i" 1'• is suggested.
1-"-(25 mm) �) (25 mm)
11n^
518" 8 5/8'. {38 rum
(16 mm) (220 mm) p er less gyp.
6-1 2i --t 1-(25 mm) 0"
(25 rra)
Figure 17 4:Use frrr nrrlts jm e1r:ry=full Cnnnl,tlrmarSbnugte, 5l8" 85,rd"
l,'mrierge!louse SGmrgle,or(Awlennial Stale. (16=14 �' (220 mm)
V -
(25 mm) Rooting Cement —)
Figurr 17-5:When installing Urand,ifanor Shangles an slerp.dnpec.
use seven nails and lkree spots gfaspba t rooflrre mineral.
6.7.1 Hip&Ridge for Carriage House Shansle'9 and Grand Manor Shanele:Refer to instructions herein for
Shangle®Ridge hip and ridge shingles
6.8 LANDMARKTm, LANDMARK"n' IR, LANDMARK""PRO,LANDMARK"'PREMIUM,LANDMARK"m TL,LANDMARKTm
SOLARIS,LANDMARK m SOLARIS IR,NORTHGATE:
LOW AND STANDARD SLOPE LANDMARK TL
METRIC DIMENSIONS 101 13" lit/
��-(343 mm}-►-�-(330 mm)-►<-(343 mm)-+-1
12" 143/4" 12" . —1"(25 mm) 1"(25 mm)-•.
r--(305 mm)——(375 mm)-* --(305 mm)---j
Raleas Tape 1"(25 rum)~—I
1 t/2,.
NailabieT ,
Area Figurr1.3-4:UsejournailsforrrQyfdlsi)(ngle.
NorthGate:
RAIL14G 17 14 3!4' IT
ARFA (.r (305 mm) -.►o-- 1375 mm) -a-.- (305 m n)�1
T Nailno!:rr»ts
t�*"9 Uppernai[no
1°(25 nmi-r- •-
ss:•rer na:I Ire
Naljing areas for lout and standard slopes{tom 2:12 to 21:57)
Nat bet eea uppar A ixaer Ines as s,mvn abvme
Exterior Research and Design,LLC. Evaluation Report 3532,09,05-R13
Certificate of Authorization k95114 6""EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 7 of 12
J
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every fall LANDMARK TL
laminated shingle.See below.Asphalt roofing cement should meet
A5T11 D4586lype 11.Apply 1"spats of asphalt roofingcenrent uncle i._13112" 13" 13112"
each corner and at about 12"to 13"in from each edge. (343 mm) (330 mm) (343 mm)
METRIC DIMENSIONS t -1"(25mm) 1"(25mm)-•'
I I
�+—12"——14314" 12"
(305 mm) (375 mm) (305 mm) VRO
(25 mm) — (25 mm)
Cement
1_"(25 mm)-� -+—
i Release Tape I
Nail Area i
For SteepT -- Flgrtre 135 Use six naffs andfour spots of
aspbaft roofing cenrenton steep slopes
(25 mm) •———— (25 mm;
Roofing Cement
NorthGate:
STEEP 12" 14-314" 12"
SLOPE 1 --(305 mm)—-•*--(375 mrrq— '•—(305 mmH
NAILING Nailinq units
AREA i .- 1"(25 mm) betwee�l,��wer 1"(25 mm)—.-
r� nai mes.
t - t t
Roofing Cement
Nailing areas for steep slopes(greater than 21:12)
and"Storm-Nailing"
Nail between lower 2 nail lines as shown above.
6.8.1 Hip St Ridge for Landmark",Landmark'"IR,Landmark'"'Pro,Landmark''Premium Landmark'"'TL
Landmark'Solaris Landmark'""Solaris IR NorthGate:
6.8.1.1 Option 1: Shadow Ridge'"^or NothGate Accessory
12" 97i8"
(305mm) (250mm)
fi' 6' 415l16" 415l46°
(150mm) (150mm) (125mm) (125mm)
Notch for Nod for
Centering Centering
12' \ i3114" f
(305mm) Notches for Alignment 7' (337mm} Notches for Alignment to $
the Top Edge of the Previous the Top Edge of the Previous
Cap for 5"(125mm)Exposure(180 m) (196mm)
Capfor55t8"(i41mm)Exposure
L �—1
English Dimension Metric Dimension
Shadow Ridge"" Shadow Ridge'"'
Exterior Research and Design,LLC. Evaluation Report 3532,09.05-R33
Certificate of Authorization N9563 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-RlZ
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13.09/05/2017
Page 8 of 12
S
1 t�`
.!� TRINrry!ERD
9 27132'
{160 n:nL
�.)
13 1/8"
—(333 mm)—►I
Centering hieich r(l
I�68 mm)I 168 mm I
13 1l4' I(337 inm) Align these Centerin� g
retches to top 13 1/4' Notch
edge nt (194 mm
5'8 (337 mm) lx
p:Cvlous colas: ) Align these
notches to to 7 518°
it edge of p (194mm)
previous course.
NorthGate Ridge ,I NorthGate Accessory
l(395mm)`"I
Laying Notch
I I II I
5°(125rnm) I I
Exposure
�T
Figure 13 20•Use layangnotches to center sbtnglee on btps and
ridges,and to locate the correct i--posure.
6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest",Cedar Crest""IR hip and ridge shingles.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate of Authorization N9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 9 of 12
J •TRINITY!ER®
6.9 PRESIDENTIAL SHAKE'"",PRESIDENTIAL SHAKE TM IR,PRESIDENTIAL SHAKE TUm,PRESIDENTIAL SOLARISTm:
LOW AND STANDARD SLOPE: STEEP SLOPE:
For lour and standard slopes,use five nails for each full Presidential For steep slopes,use nine nails for each hill Presidential shingle and
shingle as shown below. apply 1'diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines,apply 4 nails 1'
Nailing ,. 40'--%i above tab cutouts making certain tabs of overlying shingle cover nails.
Guide Unes (1016 mm)
5114' _
(133 mm) 0 a a • • 14114"
1112' 38 mm) (362 mm) "• •
—• — •- - - -•- --- + 1
NOTE:Apply nails on painted guideline.
o
Figure l6•d.,Fastening PresidenlialandFresklentfalTLShake 1'diameter asphalt roofing cement
shingles on low and standard slopes
Figure 16-7.•FasMWngPresiden1kd and Frasidenfid T!L Shake
shingles on steep slopes.
6.9.1 Hip&Ridge for Presidential Shaker"',Presidential Shake'm IR,Presidential Shake T1.7m,Presidential
SolarlSTM:
6.9.1.1 Option 1:Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges.Apply shingles up to the ridge (expose no more than 7"from
the bottom edge of the"tooth."Fasten each accessory with two fas-
teners.The fasteners must be 13/4"long or longer,so they penetrate
either 3/4" into the deck or completely through the deck.Presidential
accessory comes in two different sizes:Accessory produced in
Birmingham,AL is 12"x 12";Portland,OR produces 97/s"x 131/4'
accessory,
6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1111" adhesive or Henkel "PLI,
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.9.1.3 Option 2:Refer to instructions herein for Cedar Crestr",Cedar Cresfl IR hip and ridge shingles.
6.10 HATTERASTm:
LOW STANDARD AND STEEP SLOPE:
1'� 5—` — -u—
(23C1 mm) 230 mm) (230 ram (230 mm)l
r(230 mm) (230 mm) (230 mm) (230 mm) l t i
�(25tmm) (25tmm) —I - (2 )
9310' —Rooting Cement
(240 mm)
I rigrrm 15-l,ficclrvivg noarres SLingfrt"n S/repStajW
—t For jeep s)olus.ny Pre nails and eight spots of upitatt rooting
l/gnre 15-.3+rostrxiikg llnllems Shingles on remenl for Barb fell II:Ulcras shingle as shwtTt ahucr.:lpVIv I'--
hokr and S'landard Molns (25mn4 d%mtcter spuNs of rooang cement GISTSI 045861 Te II
For tow and seeidard slopes,nse five nails for each hill susGestMq ender earh Iab corner.Press shingle Into place;da rot
ILinerts shingle%shown above expose cement.
CAtrr10N;Too much roofing cement can cause shingles to blister.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate olAuthoriration#9503 6Te EDITION(2017)FEIC NON-HVHZ EVALUATION FL5444-R22
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 10 of 12
't T III ITY!ER®
6,10.1 Hip&Ridge for Hatteras'":
6.10.1.1 Option 1: Accessory for Hatteras
Fasten both sides
I
i
I
I
I
774
Figure 15-14:18 three piece units separate to make
54 Hatteras Accessmty shingles.
6.10.1.2 Option 2: Cut Hatteras Shingles
�9,.
(230 mm)1
I
I I hastier
I I 8' 18°(460 mm)�
--- - - ----I--- 18" [�-fnfn) a� ml
-- ----- - -- 460mm) _�u
Cap Cap Cap Cap L240�
Shingle Shingle Shingle Shingle — 9
Figure 15-20:cut ifatteras shtnglas to make cover cap. Figure 15-21:Installation of caps along hips and ridges.
6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPJTM" adhesive or Henkel "PLO Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE'"',HIGHLAND SLATETm IR:
LOW AND STANDARD SLOPE: STEEP SLOPE
Use FIVE nails and EIGHT spots of asphalt roofing cement*for each
��omm> �acamj lraaonJ wuo y full Highland Slate shingle.For hfiaml-Dade,SLY nails are required.
Apply t'diameter spots of asphalt roofing cement under each tab
R6�t as��J comer.Asphalt roofing cement meeting AMI D4586 Type R is suggested.
R5nenJ Ri rn)
Miami-Dade raqu'vas
six nark{tro nails V(25 mm) — — --
inslaaedovar 6dar
odaul as sfiovml VaiLDads revers R""n:n;
SM nets ttm Z, f'RS m,tJ i
Iisstavad over outer --'i ~ — — •,�
am;
Figure 11-3:Use PIL'h Halls for every Htgblmut Staler sfiingle. aloute"s'n Roofing Ceme
Figure 11-3A•Use FIVE nails and eigbl sots ofasphall
roofing cement under each lab carmr.
*CAUTION:Excessive use of roofing cement can cause shingles
to blister.
6.11.1 Hip&Ridge for Highland SlateTM',Highland Slate'"'IR: Refer to instructions herein for Cedar Crest'",Cedar
CrestT"'IR or Shangle Ridge—hip and ridge shingles.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R13
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles;(610)6S3-SE47 Revision 13:09/05/2017
Page 11 of 12
TRINITY!ER®
6.12 PATRIOT'"":
LOW AND STANDARD SLOPE STEEP SLOPE
Use FOUR nails for every full shingle localcd as short❑belon. Usc POUR nails and four spots of asphalt roofing cement for even,full
shingle as shown below:,Isphaft roofing cement meeting ASI'Al D4586
Tipe 11 is suggested.Apply 1"(25 nim)spots of aspl dt roofing
5^alaM cement as shown.
__ CAUTION:Excessive use of roofing cement can cause shingles to blister.
f25 nmi j j 1'f25cnj-
055 m ny
( �") i333 na; 1333 mri — -—————— ——
5•:(5' t•
{ floollog Cement)
t'ldinJ 1333�I i3r3r,.ri
6.12.1 Hip & Ridge for Patriot"": Refer to instructions herein for Cedar CrestTM, Cedar CrestT IR, Shadow Ridge'',
NorthGate or Shangle RidgeT""hip and ridge shingles.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1/R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1133
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1112
CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 13:09/05/2017
Page 12 of 12
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Product Aoproval Menu > Product or Application Search > AppUication-Liut>Application Detail
FL # FL17084-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer RESISTO, a division of8oprenna, Inc.
Address/Phone/Email 1G75 rue Haggarty
Drummondville, NOW-USOOOUO
(819) 478-2400 Ext3327
noernnthieu@soprenna.ca
Authorized Signature Marc Mathieu
mernathieu@soprenna.ca
Technical Representative Marc Mathieu
4ddnass'Phone/Erna|! 1675 rue Haggarty
Drummondville, NON'USOOOOO
(819) 478-2400 Ext3327
rnernath|eu@soprmnna.ca
Quality Assurance Representative
Addreyu/Phone/Enna||
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Rog|stenedArchit
Professional Engineer
Evaluation Repnrt - HardcopyRecaivad
Florida Engineer or Architect Name who developed the Robert Nienninen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity ULLLC
Quality Assurance Contract Expiration Date 05/03/2020
Validated By John VKKnezevich, PE
^ Validation Checklist ' HmrdcopyReceived
Certificate ofIndependence
Referenced Standard and Year (of Standard) Standard
ASTMD1970
' ASTMD46O1
ASTMD6163
FM447U
Hq4474
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBCApproval 10/15/2017
Date Approved 12/12/2017
17084.1 RESISTO Modified Bitumen Roof SBS modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use outside--HVHZ: Yes R6.pd
Impact Resistant; N/A Verified By: Robert Nieminen PE-59166
Design Pressure; +N/A/-127.5 Created by Independent Third Party: Yes
Other: 1.)The design pressure noted herein pertains to Evaluation Reports
one assembly. Refer to ER Appendix for all assemblies and FL17084 R6 AE 2017 10 FINAL ER RESI
maximum design pressures, 2.) Refer to ER Section 5 for R6.pd
Limits of Use. Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:.850-4 7-1824
The State uf Florida isan AA/EEO employer. :: Privacy Statement :: 8ucesusidlity St
Under Florida law,email addresses are public records.If you do not wante-mail address released in to o pmN
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please con,
Section 455.275(l), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide t
address If they have one.The emalls provided may be used for official communication with the licensee. However email addre
not wish to supply a personal address, please provide the Department with an email address which can be made available to
are a licensee under Chapter 455,F.S.,please click here .
Product Approval Accepts:
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TRINITYIERD
Table Deck Application Type Description page
14 Wood New, Remof(Tea r-Off)u/Recover C Mechanically Attached Insulation,Bonded Roof Cover 2 .
113 Wood New orReroof(Tear-Off) E Nun-insu!ated,Mech.Attached Base Sheet,Bonded Roof Cover 2
2c Wood New orReroof(Tear-Off) F Non'|nsu!ated,Bonded Roof Cover 3
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. &oofdecks and stmotom/ members shall be in accordance with FBC requirements to the
satisfaction nf the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Base sheet fasteners shall be of sufficient length for minimum 0.7S-inch penetration through the wood deck.
3. For mechanically attached components,the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance
with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly
used methods are4NSySPR| VVD'1, 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.
'
4. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC
Chapter 16,and no rational analysis ispermitted. _
S. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. &queUOed design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with AM8/GPRi FX'1 or Testing Application
Standard TAS1o5.
6. For bonded membrane over existing substrates in a re-roof(tear off),the existing deck shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question,field uplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application
Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
7. "K4DP" = Maximum Design Pressure is the result oftesting for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind
loads.
Exterior Research and Design,uc.u/b/a Trinity|Enn Evaluation Report rzzs.oa.r4-xn for pL1nm4-ns
Certificate vfxvmnm,umv#eva 6T"EDITION(2mr)nacmom'xvoZEVALUATION Revision a:o/n1zozr
Prepared by: Robert w/emmen,pE-sa16a neosTO,a division mSopmma,/nc.;<u1A47v-a4ou Appendix 4 Page zms
TRINITY ER®
TABLE 1A:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)oR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base insulation Layer Top Insulation Layer Roof Cover MDP
No. (Note 1) Type Fasteners Attach Base Ply Primer Cap Ply (Psf)
Min.15/32-inch (Optional)One or more Min.1.5-inch ACFoam 11, Soprema#12 DP Fasteners with Z SA Smooth Ply
W-1 plywood at max. layers,any SOPRA-ISO s,H-Shield, Soprema 3"Metal Insulation Plates 1 per 1.6 ft 40 None SA CAP GR -67.5
24-inch spans combination,loose laid SOPRA-ISO r
TABLE 113: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
system Deck(Note 1) Base Sheet Roof Cover
No. Base Fasten Attach Primer Base Primer Cap MDP(Psf)
Min.7/16-inch OSB Sopra-G or 6-Inch o.c.at the 4-inch laps and
32 ga.,1-5/8-inch diameter tin caps RESISTO EXTERIOR RESISTO EXTERIOR
W-2 or min.15/32-inch Modified with 11 ga.annular ring shank nails 6-inch o.c.at four(4),equally PRIMER SA BASE PRIMER SA CAP GR -37.5*
plywood Sopra G spaced,staggered center rows
7-inch o.c.at the 4-inch laps and RESISTOW 3 Min.19/32-inch Sopra G with
ga., ga.a inch diameter tin caps 7-inch o.c.at three(3),equally PRIMER EXTERIOR RESISTOSA BASE PRIMER EXTERIOR SA CAP GR -37.5
plywood with 31 ga.annular ring shank nails spaced,staggered center rows PRIMER PRIMER
a.,1-5 p
Min.15/32-inch 32 g /8-inch diameter tin caps 8-inch o.c.at the 4-inch laps and
W-4 SA Nall Base 8-inch o.c.at three(3),equally None (Optional}SA None SA CAP GR -45.0
plywood with 11 ga.annular ring shank nails spaced,staggered center rows Smooth Ply 40
Min.15/32-inch OSB 6-inch o.c.at the 4-inch laps and
32 ga.,1-5/8-inch diameter tin caps RESISTO EXTERIOR SA BASE RESISTO EXTERIOR
W-5 or min.15J32-inch Sopra-G with 11 ga.annular ring shank nails �6-inch o.c.at four(4j,equally PRIMER PRIMER SA CAP GR -45.0
plywood spaced,staggered center rows
Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps 8-inch o.c.at the 4-inch laps and (Optional)SA
W-6 plywood SA Nail Base with 11 ga.annular ring shank nails 8-inch o.c.at three(3),equally None Smooth Ply 40 None SA CAP GR -60.0
spaced center rows
Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps 6-inch o.c.at the 4-inch laps and
W-7 SA Nail Base with 0.120"x 1.25"ring shank 6-inch o.c.at three(3),equally None (Optional)SA None SA CAP GR -90.0
plywood roofing nails spaced center rows Smooth Ply 40
Min.19/32-inch 32 ga.,1-5/8-inch diameter tin caps 4-inch o.c.at the 4-inch laps and
W-8 SA Nail Base with 0.120"x 1.25"ring shank 4-inch o.c.at four(3),equally None (Optional)SA None SA CAP GR -105.0
plywood roofing nails spaced center rows Smooth Ply 40
Min.19/32-inch Trufast#12 DP with Trufast 3"Metal 8-inch o.c.at the 4-inch laps and (Optional)SA
W 9 plywood SA Nail Base Insulation Plates 8-inch o.c.at three(3),equally None Smooth Ply 40 None SA CAP GR -127.5
spaced center rows
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report 7215.06.14-R6 for FL17084-116
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:10/10/2017
Prepared by: Robert Nieminen,PE-59166 RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 2 of 3
TRINITY ERD
TABLE 1C:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(Notes 1&6) Primer Roof Cover MDP(perNo. Joint Treatment Base Primer Cap
WI -10 Min.7/16-inch OSB or min.15/32- RESISTO EXTERIOR PRIMER None SA BASE RESISTO EXTERIOR PRIMER SA CAP GR -45.0
inch plywood I
Vw-11 Min.1S/32-Inch OSB None None SA Smooth Ply 40 None SA CAP GR -67.5
W-12 Min.15/32-inch OS8 RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SA CAP GR -75.0
W-13 min.15/32-Inch plywood None None SA Smooth Ply 40 None : A: KP�G� R� -105.0 E
—W-1-4 Min.15/32-Inch plywood RESISTO EXTERIOR PRIMER None SA Smooth Ply 40 None SA CAP GR -112.5
Exterior Research and Design,U.C.d/b/a Trinity ERD Evaluation Report 7215.06.14-R6 for F1.17084-116
Certificate ofAuthorization#9503 EDITION(2017)FBC NON-HVHZ EVALUATION Revision 6:10/10/2017
Prepared by: Robert Nieminen,PE-59166 RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 3 of 3
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Product Al2proval Menu
> Product or Application Search > Application-List> Application Detail
FL # FL16709-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived '
Product Manufacturer CertainTeedCorporaton-Roofing
Address/Phone/Email 2O Moores Road
Malvern, RA193S6
(610) 893-5400
nnark.d.harner@saint-gobain.conn
Authorized Signature ALL i�arkHarner
''~«� saint-gobain.conn
Cl
Technica| Rapnasentati WMer
Address/Phone/Email �^`�«�48k��� ~°-��P����� 18 Moores Road
'~+� ''`"u'1S Malvern, RA1Q3S5
_ (610) 651-5847
Mark.D.Harner@saint-goba|n.corn
Quality Assurance Representative
Address/Phone/Email
Category o'V1,e ' - -
eoofing
Subcategory Roof System
� � OF E --
PLANS �� W �� from a FloridaRegistered ArchitComp|ianoa Method
rroncssmnm/ Engineer
Evaluation Report - HardcopyRaceived
Florida Engineer or Architect Name who developed the RobertNionninen
Evaluation Report
Florida License PE-59166
Quality Ass uranoeEntity ULLLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By ]ohnVK Knezevich, PE
~ Validation Checklist ' HardcopyReceived
Certificate ofIndependence
Referenced Standard and Year(of Standard) Standard
ASTM D61G2
ASTMDG163
ASTMDG164
ASTMD6222
ASTMD6589
FM447O
FM4474
RAS117
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/14/I017
Date Validated 09/15/2017
Date Pending FBCApproval 09/19/2017
Date Approved 12/12/2017
uc
Pot
16709.1 Flintlastic Modified Bitumen Roof SBS and APP modified bitumen roof systems
�Systems
Limits of Use Installation Instructions
Approved for use outside HVHZ: Yes R4.pd
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-97.5 Created by Independent Third Party: Yes
Other: 1.) The design,pressure in this application Evaluation Reports
pertains to the maximum design pressure for one FL16709 R4 AE 2017 09 FINAL Eg CERTAINT
particular assembly for use in Zone 1 (field area) of R4.12-d-f
the roof. Refer to ER Appendix for all systems and. Created by Independent Third Party: Yes
attachment limitations. 2.) Refer to ER Section 5 for
Limits of Use.
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone; 850-487-1824
The State of Florida|son AA/EEO employer. :: Privacy Statement ::8ccesmdbilitu SN
Under Florida law,email addresses are public records. If you do not want i|address releasedi b|
Chapterelectronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions, please con,
Section 455.275(l), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide t
address if they have one.The emails provided may be used for official communication with the licensee. However email addre
not wish to supply a personal address, please provide the Department with an email address which can be made available to
are a licensee under . please click here .
Product Approval Accepts.,
Credit Card
Safe
\ f TRINITY J ERD
APPENDIX 1;ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5
2 Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8
3 Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10
4 Wood New,Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12
5 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14
The following notes apply to the sVstems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the QA requirements of F.A.C.Rule 61G20-
3 and is documented as meeting FBC 1505,1 and,for foam plastic,Chapter 26,when installed with the roof cover.
3. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This Is already addressed in the tables that follow via
"N/A"reference if the baseline system is"Not Applicable"to Zone 1 design pressure requirements.
5. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing
and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
6. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
7. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE A:CERTAINTEED FUNTLASTIC®MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS
Reference Layer Material Application
BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
(Base and Ply sheets,Asphalt- ply Flintglas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Hot asphalt at 20-40 Ibs/square
Applied) y
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply Flintlastic Base 20,Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Asphalt-Applied) Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap; Hot asphalt at 20-40lbs/square
Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS;
Flintlastic GMS CoolStar
Base Flintlastic Base 20 T;Flintlastic FR Base 20 T
SBS-TA Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T
(SBS,Torch-Applied) To
Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar;
FlintClad
Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report C40710.12.13-R4 for FL16709-R4
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 14
r ~�, TRINITY ER®
TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REBOOT(TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.); -
Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.)
Anchor Sheet Base Insulation Top Insulation Roof Cover
System Deck Attach
MDP
No. See Note 1 Staggered
( ) Type Fasteners At Lap Center Rows Type Attach Type Attach Base Ply Cap (Psi
W X Y Z
SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)ANCHOR SHEET ATTACHMENT:
Glasbase,All 32 ga.,1-5/8- Min.1.5-inch Hot Hot BP-AA,Min.0.25-inch (Optional)
Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA,
SBS-AA,
W-1 inch plywood; Flexiglas Base, caps with it 3 8 3 8 FIIntBoard ISO, asphalt, with ASTM D41 asphalt, SBS-AA, SBS-TA or -52.5
See Note 1 Po SMS or full full SBS-TA or
IY ga.annular ring ENRGY-3,H-Shield primer or DensDeck 565-TA or APP TA
Ultra Poly SMS shank nails or Multi-Max FA3 coverage Prime coverage APP-TA APP-TA
SYSTEM W-1;ZONE Z&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT:
Ultimate Design Wind Speed—V,,,,(mph)
Exposure Enclosure Roof Height Zone 120 130 140 ISO 160 170 180
X Y Z X Y Z X Y Z-' X Y Z X Y Z X Y Z X Y Z"
0<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8
Open 3-Corners 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6
30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8
3-Corners 8 3 8 8 3 8 7 3 7 7 1 3 7 7 4 1 7 6 1 4 1 6 7 5 7
B
0<h<30 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 1 8 8 3 8 7 3 ' 7
Enclosed 3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 '
30<h<40 2-Perimeters 8 .3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 4 7 7 4 7
3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7
2-Perimeters 8 3. 8 8 3 8 8' 3 8 8 3 8 8 3 8 8 3 8 8 3 8
O<h<15
3-Corners 8 3 8 8 3 8 7 3 7 6 3 6 6 4 6 7 5 7 6 5 6
15<h<20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7
3-Corners 8 3 8 7 3 7 6 3, 6 7 4 7 6 4 6 6 5 6 6 5 6
C Open
20<h<30
2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 .7. 3 7
_
3-Corners 8. 3 8 7 3 7 6 3 6 6 4 6 7 S 7 1 6 1 5 1 6 N/A
30<h<40
2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 1 8 1 7 3 7 8 1 4 1 8
3-Corners 7 3 7 6 3 6 7 4 7 1 6 1 4 1 6 6 1 5 1 6 1 N/A N/A
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report C40710.12.13-R4for FL16709-R4
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 4 of 14
" TRINIT`f�ER®
TABLE 1(CONTINUED): WOOD DECKS—NEW CONSTRUCTION OR REROOF TEAR-OFF);SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH);X=MAXIMUM SIDE LAP FASTENER SPACING(INCH D.C.);
Y=MINIMUM#OF-STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH'O.C.) '
SYSTEM W-1;ZONE Z&3;PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: _
Ultimate Design Wind Speed—V i,(mph)
Exposure Enclosure Roof`Height Zone 120 130 140 150 160 170 180
X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z X Y Z
0<h<15 2-Perimeters 8 3 8 8 3 8 8 3' 8 8 3 8 7 3 7. 7 3 7 6 3 6
3-Corners 8 3 8 . 7 3 7 6 3 6 7 4 7 6 4 6 7 5 7 6 5 6
15<h<20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7
C Enclosed 3-Corners 8 3 8 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A
20<h<30 2-Perimeters 8 3 8 8 3 8 8 - 3 8. 7 3 7 6 3 6. 7 4 7 6 4 6
-
3-Corners 7 3 7 7 3 7 7 4 7 6 4 6 6 51 6 N/A N/A
30<h<40 2-Perimeters 8 3 8 8 3 j 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6
3-Comers 7' 3 7 6 3 1 6 7 4 7 7 5 7 6 5 6 N/A N/A
0<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 -8. 3 8 7 3 7 8 4 8
3-Corners 7 3 1 7' 1 6 3 6 7 4 7 6 4 6 6 1 5 6 6 5 6 N/A
15<h<20 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7, 7 3 7 8 '4 8
Open 3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A
2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 7 3 7 7 4 L 7
20<h<30
3-Corners 7 3 7 7 4 7 6 4 6 6 5 6 N/A N/A -- N/A
30<h<40 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 8 4 8 8 5 8
D 3-Corners 6 3 6 7 4 7 6 4 6 6 5 6 N/A N/A N/A
0<h<15 2-Perimeters 8 3 8 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6
3-Corners 7 3 7 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A
15<h<20 2-Perimeters 8 3 8 8 3 8 7 '3 7 7 3 7 7 4 7 7 4 7
Enclosed 3-Corners 7 3 7 7 4 7 6 4 6 7 5 7 N/A N/A
2-Perimeters 8 3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6
20<h<30 N/A
3-Corners 6 3 6 7 4 7 7 5 7 6 5 6 N/A N/A
2-Perimeters 8 .3 8 7 3 7 7 3 7 7 4 7 7 4 7
30<h<40 N/A
3-Corners 6 3 6 7 4 7 7 -9 7 6 5 6 N/A
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report C40710.12.13-R4 for FL36709-114
Certificate of Authorization#9503 6'HEDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 5 of 14
I ERD
TABLE 2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP(psf)
No. (See Note 1) Type Fasteners Attach Base Ply Cap
SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA)INSULATION ATTACHMENT: -
Min.1.5-inch ACFoam II,ENRGY 3,H- Flintfast 3 in.Insulation Pattern#1
Min.19/32-inch (Optional)One or more layers, Shield,Multi-Max FA3 or FlintBoard ISO Plates with FlintFast#12 z (Optional)
W-2 rimed with FlintPrime or FlintPrime SA or#14 1 per Z ft SBS-SA SBS-SA 45.0
plywood;See Note 1 any combination,loose laid P SBS-SA
Note: Board and stress plates shall be primed with FlintPrime for all Zone 2&3 installations
INSULATION ATTACHMENT PATTERN REFERENCES:'
PATTERN#1: PATTERN#2: PATTERN#3: PATTERN#4: PATTERN#5:
1 per 2 ftz 1 per 1.45 ft2 I{ I 1 per 1.33 ftZ I l�per
�I1.1I4 ftt' µdi per 1 ft=
■y I yy
T T ♦ T T ♦ ♦ ♦ v ♦ .+. .+. .+..
♦
T y y yy y
�
♦ ♦ Vl VI T T
_1__—___y -T C y ,,yy C 6 ♦ ♦ y T ♦ N C ♦ ♦ ♦ ♦ N
T T W ♦ ♦ ♦ N T T
r ♦ �' + N
'+' ♦ f .+. .+. .+. } .+. + .+.
-I ♦ b `au
N
b en� ♦ ♦ ♦ -
ia�mia r
SYSTEM W-2;ZONE 1,2&3;FIELD,PERIMETER&CORNER AREA INSULATIO_N ATTACHMENT:
Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed—V„ii(mph)
(ft) 120 130 140 150 160 170 180
1-Field #1 01 #1 #1 #1 #1 #1
O<h<30 2-Perimeters #1 #1 #1 #1 #1 #1 #1
B Open 3-Corners #1 #1 #2 #2 #4 #5 #5
1-Field #1 #1 #1 #1 #1 #1 #1
30<h<40 2-Perimeters #1' #1 #1 #1 #11 #1 #2
3-Corners #1 #2 #2 #3 #4 1 #5 N/A
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report C40710.12.13-R4 for F1.16709-114
Certificate of Authorization#9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 4:09/14/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed FlintlasticO Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 6 of 14
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: &- q�7dv4( -j�-
Date Received: �' ���L�
Site: 6 72-1 a
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switz — ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)