HomeMy WebLinkAbout14-15722 CITY OF ZE HYRHILLS �
5335-8T STREET
„ (813)78 -0020 "��22
BUILDING PERMIT SING E FAMILY RESIDENTIAL ��
PERMIT INFORMATION LOCATION INFORMATION
Permit#:15722 Issued: o�-�'��// Address: 37205 NEUKOM AVE LOT 336
Permit Type: ALUMINUM / ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 26,500.00 Total Fees: 307.50 Subdivision: GRAND RESERVE
Amount Paid: 307.50 Date Paid: 10/17/201 Parcel Number: 34-25-21-0180-00000-3360
CONTRACTOR INFORMATION OWNER INFORMATION
Name: B & H CONSTRUCTION OF CENTRAL FL. Name: HOLT RICHARD
Addr: 4025 MORRIS BRIDGE RD Address: 69 MERE POINT RD
ZEPHYRHILLS, FL 33543 BRUNSWICK ME 04011-7460
Phone: (813)782-1064 Lic: Phone: 207-837-2002
Work Desc: INSTALL GARAGE-CARPORT, DRIV WAY, STEPS & WALK WAY
APPLICATION FEES
BUILDING FEE 247.50 ELECTRICAL FEE 60.00
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1� � � �r -jy
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- Ins ections e uired
� FOOTER FINAL
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following rea ons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site fl plans not at job site g) work not accessible.
� NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this properly that
may be found in the public records of this county, and there ay 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 o commencement may result in your paying twice for
improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
before recording your n ice of commencement."
Complete Plans, Specifications and Must Accompany pplication.All work shall be performed in accordance
with City Codes and Ordinance . NO OCCUPANCY BEFORE C.O.
CONTRACTO SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD ROM WEATHER
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,'�'OTICE UF CUMMENCEMENT 2014158517
� Ropt:163q285 Itee: 10.00
� Peniut Na. OS: 0.00 I T: 0.00
; t/"1 Tax Folio No.�4-��a1�Dl$D_-�o��—.3��7• �0i07�i4 S. Peters, Dp#,y Clerk
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THE E7NDERSIGNED hereby gives notice thai unprovemem wil(be made to certain real praperry,auld in accordance with Secuon
?13 13 of the Fiorida Statutes,tt�e tollnwing infonnatian is r vided in this NQ7'TCE t?F COMM�NCFMENT
��+c� l-4ot��cor5 t�s�i=ou�c' �R lcl�"� a9 I.oT 331p
1.Description of property(legul descriptiun): G1_�__.qfl(,o a$o� `� �
a)Street(job}Address: 3'�r3Q� 1��e4�t m _ .1�5 r � _
2.Genera!description o!'improvements:����� er.i �3ra,��}.31�v��i �
r
3.Owner Infanna�ion �a�nr.� � l�cl'� � ~�� �
i a}Narr�e and address: �� ► _ 1�Y �. D��!��
b)Name and address of fce snnple titteholder(if ath than owner)
c}lnterest in prape
4.Contractor Infotmation �u �o'� nh. o �+. r.G.
a)Name and address: O�� �cr r- . Z h c . � 35�.�
'� b}TeicphaneNa.:'�1 -� Fa�ct�a.(C}pi.1 $�3'?iS-to58S
S.Surety Information
a)Name and address:
, b}Amount of Bond:
c)Telephone No.: Fax No.(Opt.)._,. �
6.Lender
'i a)Naroe and address:
� Phane No.
' 7.ldentity of person witls9n the State of Florida designated by wner upon whom notices or otlaer documents may be served:
a)Name and address:
� bj Telepho»e No.: Fax No.(Upt.)
8.1u addition to himss2f,owncr desiguates tbe foliowing perso to receive a co�ry of the Lienor's Notice as provided in Scction
7 i 3.]3(1)(b),Florida Statutes: .
"�� a)Name and address:
b}Tetephane No.: Fax No.(Opt.)
9.Expiration date of Natice of Commencement(the espiiatioo d�te is one yes�r from the date oi recording uniess st different daie
is specified):
WARNING'�'O OWNER: ANY PAYMENTS MADE BY HE OWNER AFTER THE EXPIRATIUN OF THE NOT�CE OF
COMMENCEMENT ARE CONSIDERED IMPROPER P YMENTS 1UNDER C�iAFTER 713,PART I,SEC1'ION?13.13,
FLORIDA STATUTES,AND CAN RESULT IN YOUR P YINiG TWICE FOR IIV�'ROVEIVIENT'S TO YOUR PROPERTY.
A NOTICE pF COn+1MENCEMENT MUST BE RECORi D ANLI POSTED ON THE JOB SiTE BEFORE THE FD2ST
INS�'ECTION. TF YOiJ INTEND TO QBTAIN FiNANC G,CQNSiJLT YOUR LENDER OR AN ATTORNEY BEFORE
COMIV�NCING WORK l)R RECORDING YOUR NOTI E OF COIVIlVIENCEMENT.
STA�QF F�Q RiDA J�Y�
courrrv oF}�33D I 0 1
PqULR S o'NEIL�Ph D.PASCO CLERK & GOMp7ROLl.ER ' � ofChvner or Qwntt's Au��h,o�riztd O�cedDitector/Partncr/Manegtr
2@l07I24 01:5 1 of 1 �`��.�_� � "C �.2—`--
oR �x �0'�� �� 3192 �t u�
'The farcgoing in'smm�ment was aclrnowtedged befbro me this day of� .�x" ,20_j�_,,by �
�� ��c�l� as (type of authority,e.g.a�cer,trnstee,
attorney in fact)for (uame of pprty o beJ�alf of whom ins�nt was eacecuted).
PersonaUy Known_OR Produced Ider�tification` Notary Signat�rc A-��� � `'
Type of Identification Prodnced ` � Nam�(print) � �I��y�, o a � .�.�
�
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Verification pursaant to Section 92.525,Florida Stazutes.Under penalties of perjury,I declare that I have read the faregoing and that
-• � the facts stated in it are true to the best of my knowledge and be iel:
�� F(5R3iS � � ' �
,;�`" LlSA Bti{}KER �S=Bnasure of atural Pesson Sigaing(in tinr t!2Q.}Abovc
�,•'�;: . +
��; ••. n�nr casaM�ssEO�r#Eeesasss
�,��, EXPIR�S Jenuary 13,2017
407)3V8-0163 fbrWa ' .com
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4
STATE OF FLORIDA,COUPITY OF PA�S�� ������ �i
THIS IS TG C�RTIFY THAT THE FOREGOING IS A ,��A o ' • o �C��
TRUE AND CGRRECT COPY OF THE DOCUMENT ��, m i�
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE �� ��,�
WITNESS MY HAND AND OFFICIAL SEALTHIS * • ° � �`��- �'�� , �
In GOd 1h'e 7nst �
�_DAY OF O����l 2 O\`- � •."' �
PAULA 5.O'NEIL, CLE &COMPTROLLER � . ' : a, ", ' .
BY DEPUTY CLERK � •, SaII� �
��°��ta��►.���o�
.�..m.n.�,.�.--
-�'` ' '�_ �•��.�.
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,�Y` y' t..d�
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City of Ze hyrhills
BUILDING PLAN R IEW COMMENTS
Contractor/Homeowner: a '� 1-� Cor35 RUC,Ti o+U
Date Received: 'l 0 � 3 - 2 I `{
Site: 3 7 2 0 5 /u u I�o n� r�v E
Permit Type: �
Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or p ans.
,
Kalvin witz r lans Examiner ` Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhilis P rmit Application Fax-813780-0021
Building Dep rtment
' � Date Recefved /D�,3� phone Contactfor Pe ittin ��-3 �✓� -���
Owners Name � �� Owner Phone Number o��7��7��a0a
Owners Address (9 t y�� Y'S� �� 1 Owner Phone Number
Fee Simple TiHeholder Name Owner Phone Number
Fee Slmple TiUeholder Address
JOBADDRESS �?a07 J\��,�Zo�Y1 �V'G LOT# 3�t�J
SUBDNISION 'LOd"�LO� PARCEL IDp �'��"a�-��O� �'BODOD" 3�c(7
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q
DESCRIPTION OF WORK (� �Q - pC 11� 'Z 0. S S e
BUILDING SIZE X�°�- SQ FOOTAGE Ib O HEIGHT
BUILDING ��D�.� VALUATION OF TO L CONSTRUCTION
LECTRICAL $`�b 8 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
_�
QPLUMBING $ �� `7��j
QMECHANICAL $ VALUATION OF ME HANICAL INSTALLATION � �
QGAS Q ROOFING Q SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE REA QYES NO
BUILDER � F�� Q� S�MPANY �B/�j-�// [T
SIGNATURE �j REGISTERED Y/ N FEE CURRE� Y/N
Address [.l�7 ��� /5 , (1 License# ��6 0�
ELECTRICIAN '. // a. 0 COMPANY �(1 C�L� �
SIGNATURE C�/ REGISTERED Y/ N FEE CURREA Y/N
Address � ! ✓/ License# d �
PLUMBER COMPAPIY
SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREP Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Pians;(1)set of Energ Fortns;R-0-W Pertnit for new construction,
Minimum ten(10)working days efter submittal date. Required site,ConsVuction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Fadlities B'I dumpster,Site Work Pertnit for subdivisio sAarge proJects
COMMERCIAL Atlach(3)complete sets of Building Plans plus a Life Safety Pa e;(1)set of Energy Forms.R-0-W Permit for new construdion.
Minimum ten(10)working days after submittai date. Required site,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facililies 8 1 dumpster.Site Work Pertnit for all new pr jects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Dlrectlons:
Fill outapplication complelety..,..::;.:•..:...,, , . _..
Owner&Contractor sign back of applicaGon,notarize.d y�,. , -�-•- •�•-� " - '• " " '
H over E2500,a Notice of Commencement is requfred: (A!C upgrades ov r 57500) �. ' �..
" Agent�(for the conVactor)or Power of Attomey.(for:lhe.own�r)would be someo e with notarized�erier from omier authoriang same -
� , . _ ..
OVER THE COUNTER PERMI7TING � �(Front of'Application�Only) �g �" " � •
Reroofsifshingles:-. �•Sewers:::-.....Senrice.Upgrades•%1/C��.^�. Fences(PIoUSu ey/Footage) !. " "' ' _ . , _
d:,-.,A�n•,.:_...���•..,::.._ . -�. c ..�...... . _ . .
Driveways-Not over Counter if on public roedways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ,
.
which may be more restricti've than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and conVactor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Divisior�Licensing SecGon at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the conVactor(s) sign
portions of the"contractor Block"of this applicaGon for which they will be responsible. If you,as the owner sign as the
conVador,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It(s further understood that Transportadon Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupanc�'or final power release. If the project does not invoive a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeovmer's
Protection Guide°prepared by the Florida Department of Agriculture and Consumer Aifairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applipble laws regulating construdion,zoning and land development. Application is
hereby made to obtain a pertnit to do woric and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
consVuction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is
' my responsibility to identiry what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,WeUand Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment. -
- Southwest Florida Water Management DisVict Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Artny Corps of Engineers-Seawalis,Docks,Navigable Waterways.
- Departrnent of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
' - US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways. . ,
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V°unless expressly permitted. �
- If the fiil.material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professianal engineer
licensed by the State of Florida. .
- If the fill material is to be used in Flood Zone "A° in connection with a permitted building using stem wati
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 building permit issued under the attached permit appliption,for lots less than one(1)
acre which are elevated 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 commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A
permit issued shail be construed to be a license to proceed with the work and not as authority to violate,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 violations of any codes. Every permit issued shall become invalid
unless the work authorized by such pertnit is commenced within six months of permit issuance,or if work authorized by
the ermit is sus nded or abandoned for a riod of six 6 months after the time th work i mm n
p pe pe ( ) e s co e ced. An extension
ma be r uested in r''
y eq w ihng,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
', justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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.
FLORIDA JURAT(F.S.717.03)
OWNER OR AGENT CONTRACTOR�r %�2XX�'�/
Subscribe,d and swo to ar a ed before me this Subscribe and'swo t r a�jmed before me thls
�D'ol-/N by ( �e,�,� /D a-� by �f�C !SL'�b'e.�
�1Rio is/are personally to me or haslhave produced Who fs/are personaily kn to me or hasRiave produced
� as identification. as fdentification.
ic �� ' Notary Public
•. Commiul :•� :: Commission�FF 130253
CommissionA �•"= ' _ . . ,
_ �.� Expires June 8,2018 �
�''�' 4t' e�TmuT�. FWi��.�.sooaasao+e
Nam'�o�Nrtf. ed Name of Notary typed,p
II
�
', ,
LEONARD G. "GEO F" WOOD, P.E.
3704 BRU ON ROAD
PLANT CITY, ORIDA 33565 �
(863) 646 517
DATE: 7-21-14
B&H Construction
Zephyrhills, Fl.
Re: RICHARD HO T
Address: 37205 NEUK AVE Lot# 336
ZEPHYRHILL , FL.
Dear Sirs,
This letter is to certify that I have review d the above referenced
structure to determine the structural ad
equacy of the existmg structure
to receive the attached structure. The propose structure is roughly a
20' x 30' garage and a 20'x 22' carport.
T'his x'
e isting manufactured home,has a factory attachment beam
and has been considered as an adequate host s cture, with the blocking
and anchoring at 5' 4". Based upon review acceptance of other
structure to home per manufacturers requirem ts.
�
, As always; should you have any question ,please feel free to
call me any time.
� � - -
Leonard G. Wood -- s�r � oF� �
' 37.04 Bruton Road oR
Plant Cit Florida 33 565 B�x c����ofc�����
Y�_
���ana9,na p�m�s,��zoio
(863)430-2717 � _ �,�H�a�BC�a�H,�a�,s«���� ,
MAX WIIdD 140 MPH
Leonmd G.Gooff Wood
LHONARD G."GEOFF WOOD
ENOINEER
I.eon�d G.Wood,PE i!47377 �
3704 Hmtna Road i
PLnt City,Florida 33565 j
Td LondFu(863)43a2717 �
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�oof Pressure Zone 1 7• �0 2T S o e UItlMate Wlnd S eed 140 MPH
10 s � f�. 80 s � ft� 50 s � f � �00 s � ft� W��rd Forcg F'B 1609
+203 sF +18�5 sF +IB�i aP +14�3� sP
-�2,3 sf -32�4 sf �30�2 s -E9,3 sf , Axposu�re C� �o�y -
Deslgn load banring vatu� of soit is 2,50a PSI
Roaf Pressure one P • a P S o e 'Rti+aF Uve lood p Z4 PSF Flaor llv� lcnd � 40 PS�
10 s , ft, 20 s , Pt, 50 s , ft� 100 s � ft� R�s{� Cntegnry TI
+2d�3 sf t!@�5 sf +16.! �P +l4�3 sF RaoP Anpte O-1d Degrees
" In^�ernat Preasure Watt Pt^essures
-55�2 sf -51,7 sF -45,7 sP -4L2 sf � +$6�� -40�4 Mtd Wott
''+36,7 -42,2 £nd Wat1
Roof Pre sure 2ona 3 0 7• S o e �
1Q 5 � P't� �Q s � ft, 5C s � f'�� . 104 5 . f , IIeslgn Wlnd Pressure Far CoMpanents
Mnxlr►ur� Is -45�7 PS�'
+2a,3 5f +l8�5 sf +16, sP• +14,3 sf WIND LDADS PECt ZO1Q FHCB GHAFTEt2 15
- 3.1 sf -77�7 sf -70�5 s -65�1 sf ALL' aTHF�i REAUIREMENTS T� MEET 2010 F'AGR
ALL ALUMINUN IS 6U�5-T5 A(.UMINUM ALI.CfY
tern i res re re s o
lOs � f'� 20s � ft, 50s � ft� 104s � ft, 5pds � f��
+35�3 sF +33�7 sP +3�� s +30�0 sf +Z ,3 sP
�38�2 sP -36�7 sf -34,6 sf -33,0 sP -E9 3 sf �
'� Inte nnt Pressu e Wai r sure Zohe. 5
105 � ft, 20s � ft� 50s � F 1005 � ft� 30s � ft,
, +35�3 sf +33�7 sf +31,6 sf +30�4. sf +�6,3 xF
-47,2 sP - 4�0 sf -39�8 sf -3 �7 Sf -29�3 sf
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� SPACING 6ETWEEN �� g 719�qIWlER E SECTION E03 C1A55 A WTERTOR ftNiSN, r�{D �9�
o WO00:{2)}'�A lAG 5CREW5 WTf1} A{dC}10AS IN FACM a � ANO CNlrPTER26 SECROH 26�.Y bf THC 201u f8G Z N f� �
� CONTAIICTOR SH�IL LNVESTIGATE AND CONFORM TO ALL
° M2 .THREAD PENETMTION TO pA1R�TYP, b �, IDCAL BUILDtNO COOB AMIENDMEHTS W WO1 MAY MPLY. W ~�,.�� �
p� IXLSZING WOOD HOST(G�,55 OR ..�� � DESSGN CpITBkTA 6EYOND AS STJITED HEREtM MAY j�
4 BETTERj�}'j MSN.EDGE DISTANCE, E%TSTSttC* 0,024`QA 0.030" b� �.*s qEq U711E ADDIttON11L 6RESPEQFiC SEIILE� �g�3 �
SpACEb AT 6"O.C.MAX. HOST STRl1C1URE ° ENGINEE0.IN�. W� �
� 1�' BY tl7t1ER5,TY'v. ��M pR��° � �o Z THSS SYSi�M t5 NOT A4PROtfED PUi URGf OR ��-� �
rr 5TEElTOP t�BOTT6M a� SMqlL1MpACTRrSt6T11N�,WNEN USEb WIT#IN TNE n a�
3 TO CONCRETE:(2)�`�2'f W Cl4RBQN M1N� / 4'MNi Vd1DTH pER °,o Hvtfz,Ttns mteM sNUi ee unt�o to HoN•ruerr�e� c
� STEEI T/1PCON5 YAlh 13'j"MIN�EM9ED. '� PANEL �p�p�p�ING PANB. FAaNGS v 11viN�ARCAS.
o TO E7CfSTtN6�I42PSI N4N-CRACKED 1�.� ��� {114'PEFt Fpp'{Mjjj�P l. NO�3-3 %INdiFASE iN 11UAWAlILE SIRESS HI15
g CONC0.ETE MOST 2�'MIN.EDGE � o e e � • - '" -'- sEEN USED 1�1HE DEStGN OFTNIS SlSTEM,
DC$TANCEi SPAC�D AT 12'O.C.MAX. 1 1 0 0 0 4. THE ARCMITE[(jEtt{;fNEEA�F REtARD FOA T}1E
EPS CORE(1,0 Kf} • FJ pqWEG7 SUpeRSTAUCTUaE Wm�WMCH 7M�5 oES7GN ss
: � ; • GU USED SHAtL D!pE5PON5f6LE FO0.THE INTEGRIN OF ALL
HOLLOW BIACK:(2)S�j pJ IT1N CA0.90N E i C-CHANNEL,MiN OA45' °'� SUPPO[iTiNG sURfACE5 ToTHSS oEStGN WNiCH sHlitLaE
� S T E E L T A P C O N S 1 N T�i t i S Ys'M l t i,E M B E�. ��'� T N I C K(5 4 6 3-1 b A�.U M} QR�� c o O i t D W A T E O 0`f T N E P E R M I T R N G c O H T t u 1 R t 7 A. 8„
S TQ E%ISTING HOLLpW BI.00K 2'fi•MW. ttFi�R SvAN L TNSIDE TD INSIdE OVERHANG� �P 5. SEPAPA7E'StTESPEGF[C SEAIEb ENGINEE0.ING g
EpGE DIS7ANCE�SPACED AT E"O.C. ' �� SHAkL HE RfQtRRED If1 ORpER TO DEI6ATE FRQM IOAQS� • }
#87c�i{s°SAE GRA6E 5 OEPtERiONS OR SPANS C4NTlUNED NEREIN.LTNEAR ' C '�'
L MAX. _ SMS AT 6"O.G MIN. 36"MAX 0/H AT FAONT 6, 1N7EkvOLAT1dN OF THE 11LlAWA�IE SiAN 7�g1.E5 L151tD •'r`'��' �$ �"
' 2596 OF IAST VANEI tiERESN StiAtl NQt aE PERMiTTEP�CDNTACTTNlS � g� � �
`" TOP&84TTOM.lYP. ENGINEBt iOR AtTERNATE SPAN CAlNU7lON5115 MAY
WID7M AT SIDES(W TO EE pEQU70.Eb. � �
a i RflQF PANEL/SPaN DETAI� u'�0/HATSIDES? ms�a�M�vO�SINGI�DItDS�ONa�00FUIUNRDtNj�u� ' "
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� lUSTtFY GREATEA DESTGi{CNIIERIA.TNSS ADOtTTOMAi "�,'P,,,,�'"� � W �
RO4F iDAD CRTIERU SHAIL BE PROPE0.LY AN�LY2EC1 BY A
� MAXIMUM AtLOWABLE CI.EAR SPAN TA6LE LLCENSEbENGINEEROAREGIS7EqEDARCHREG[. a'� ��
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Seesd aum�bhr Ud�1� �"n m&% Atum Stln 84ai BfUn �g� Ab.m Skkf j Alum 5kN+ sfin Atun Skkt(ARmt Skfi Sket Skh APFROVED f146RtGtTtON tt£iHQ05 DY METAtS USA BtAG .�'�` ��
� i�,,,} %iQpUGfS ATTMEfR GROVEUND FAm.17Y FOR ALl �� 'a'
S ' 1-LB EPS I ila EPS 11!�8.1S1!EP6 1�F95 1�EPS t{8�S 119 EP8 1A!f�9.1-LC Ep9 PANEIS tlCCEPf 1HE 3"/0.02�•AIUM SKIN/l.ilb FoAM n g
tto MPH 9 c PSF 124 4T-41' . ta'•6' iR'-0' 18'-!" t8-1T 2C-6" 2Y-0• 25'-0' 27�C'2t=C" P/tt+ElS Wl+ICH SHAi,lBE MANt7FACiUA£D oY ME7AtS ttSA
AT 7HEjR�ROVELAND FIYCILTT'/.
� 1foMPN C fOPSF tto 15-Y ' 1T•7' te'•e` 7b'-i0' 17'•11' iG'-0 IT-2' 2Cd tJ'-0` 3a'a" B, AIIFASTFNEPSTO'BE ls00.GREA7ERSAEGMOFS
S 710 MPM D 1�PSF 120 1�'.1' 1!'-1" 174` 1�' te'.S 4T-11" 2tld' 21'-1` IS.T' 2J'-0' UNCESS NOTED QTNOtW75E.FA51E7tEAt SHAtL�E
� GOMtUM-WATED OR OTNERWISE C00.0.QSlON-RE5ISTANf
12fl MPH� 8 tt p5F 12c 14'.it" : !7`.t" t�'�8'�� t'd'-7° 1T.9^ t7-t' 24tiiC 22'-6' 7T.b• iJ'-0"� MATERTILL,AND 5HAll COMVLV WITN'SpECIF1G7ION5 FOR• Y
'�. 120 MPH C 12 PSF 110 ii a• �e��� 17'a' 1�'•10' 1E'-1P 1�'Q' 2d-O''21'-�' 4F-S° t7-0" ALtIMINUM S7AURUitFS`SEGT[ON 5.2.1 OYTNE AtUNtNi1M a���
� t2oMPH � 16PSK 12a tY-i' t5-6` d-8' i5-ti' iS.9` iT-0' Sg-2° tY'-1T 2P�0 2S-0" 7�SSOCtI1T20N 1NC.,1!AHV AVPLtCAlLE FEDERAI.STARE,
� taaMPH 9 11VSF ixo 1�'-2' 1C-B' 1Ta' 11'•10' te'-B' 1e'-1, 2p•-E Ai'J• 7Y•�" b'-0" 7A6LE NOTES: ""°�°R`°`"��°°��
Wo MPH C 11 PS� �� 13o ta'.e 1S-0 t!-e' 14.t` ta'•1S fT�" 19�8" 20'�' ��2Pd' 2Y-0° 9. ��C7lEYE ANO10[i5 NOTED MpiESN SH7U.L8E ����d 1 �� ��
� EM6EODEp TO UN{AAKCEU CONCRE7E ONLY,INSTALL ALL 66¢
�g t36MFN O 1TPeF 17A �sa� ���-r 1C�' tY.7 1{'•11• 78'-i" iT'-T 1 -10 1o'-y0• ?YS" �• ��UTIONS BASED ON 2010 F$CSELI'lON 200Z.4�SOIID CONC0.ETEANCNOqS pERMANUFACTIIRE'S 6WS�
i ` u PSF 120 ' ' 1S-E' 1e'•t'` 14'-1• 16'-{Y 17'.1" 1c'-T 20'a" 21-1• 2J'-0" SURFACE VERTICAL LOADS�FlISK CA7EGORY 1,10 pSF MIN AEfAMMENbATSONS,
ia M F H C 1 7 P S F 120 7 Y-9' t�'-9' 1 8-e' S Y�' T B-P 1 6'S" i T-ii' t g i' ; 1 d»t° ��.g^ �OAO,EXP'8'PRESSURFS VACt4 UP TO 30`MRN.EXP�C' t0. T4iE CONTMCiC10.15 4tESVON5IHLE TO INSl1UTE pLL �}
� PRE55UBE5 DERIVED USING FACT'OR qF 0,86 S EXp'0' MEMBF.qS F0.0M Oi551NiL�R MA7ER7AL5 TD PqEVENT °d s�� �,, g K
� 1/o MPH D� Ra PSF iT0 �Y 1�'-H' � 1��a�" tx•e^ 1P-�' 15-1' 16's" 1TAY� TB'-11' 70-1tl" pR£SSURE DERIVED USING FACTUR Of O,S9 PER 2Stid PBC E��ROlY525i I.E.AI.UMINUM PEq F.9,G.2003.8.a, '�y, V k�p���
„ tsoMeH a tsPSx tzo ta-2� tsa^ te��• �s�a� 55-'r ' t5�-SO� 1n-10' tg8� , 2a.M za�-4" TABLpza02,AA.WWDPitESSUREVN11F5FdRi56MPNk�iP'C 12. ENGfNEERSfALAFhI%EONENETOVALIDATES Rq ��
{60 MPH C 19 PSF 120 �xa• ���-r 14'•H` 17•B' 11'-0" 16d' 16'-01' �1E'-�' 1W-1" 27'�9" 5'fRUCTl1ML DFSIGN AS SIDWN ONLY,USE OF 7HIS � �Y
k N'D'A 165MPH EXP'C'&'D'OBTACNEb USIN�a SvECifSGTroN eY CtlN7RACfOp eG�t.INOBMNtrtES� � n�D $
15o MPH D 2a PSF ��ix0 11'�6' t0'-4` taLT tTa' 19.7' 14'�Y' 1S'•Y tY4` • t6'•2" ts'-e" j(�ERF+OlATSON PEA ttSCE 1-SO MEitlOQOWGIC SAVES HAKMiESS THtS ENGINEE�FOR ALt[AST F
� iss MvN e t7 p&F tto SI'�e' i+'-8' 16'-0` TYa' iS.o' 1e�T 17'-B" 1M.12• ' f0'-12` x2'-Y 2. pFFLEG7TON LIMIT=L/120�MA%IMUM ALLOWABI,E ROOF oAMAGES INCUIOING LEGAI,FEES E�ApVELU7E FEES � � ����R�
15e MPH C 21 pSF ixo 71'-11' ta'-10' HL" 12-6' 11'•1' I t -3 ' f6V" 1T•10" iD'•0' 3U'-�" SLOP6 SHAIL BE 3`MAX�Ep FOOT(3;12), RESULTiNG fAOM MlITERGt FJ�BRtCl610N,SY5tEM � � 16
� t56 MPH D 26 PSf 126 iS-7' is'-12" mt3'�8" t Y�" tYa' , t;'i' 14` E'-6` 17'�8` 16'-9" 3� PANEI.�EAD LBApS HAVE 9EEN FXCTORED lNTO ERECTSON�S[ONSTqUCT10N PMCCICES 8tY0ND 7}I�T � ky
�f00 MPl�� B�� itp5i 17D 11'-1' 1P-/"�� 16'2'" 11'-11° 14'-0° 15-10` iT-Y 1Q'-T 10t8° • 21'-10' ��u�7dN5 Ft1R GRAVfIY LO�US AS WF11.0.5 N'HiCH 1S GLLBp FOfi BY LOG4 STATE�4 FEOEMI. ��� � � ��p �
CAOES 6 fR�M OEI+tATtONS OF TNIS pi,AN.
189MON. C R2PSP 124 tt'•g' tY-T 1Y-tY 12J` 13'tt` ii'-}T' is-tC tT-T iM-8' 2d-i` ��UT74NSf'�DAPANE�FRCSPEiCFTES. 12. EXCEYT�l5E7fpRF55iVPRDVIDEDMEREIN NO ��llptltltol.t
76a MPH' 0 2e PSF 170 10'�1Y 12'-9" 12�0' 1'•!' tY-0" �1�'•7" 1�-0' 16'•12' 1Ta' �e�3' �• MA%IMUM ALlOWABLE ROOF OVERHANGS FOR T}IE VALLIFS ADDITtONAL CE0.T1F1GTION5 OR AFFTRM�TIONS ARE
7esMPN- 8 1DP&i /2oy 1Ta" t1'-t• /MS 17a` tc.6° ; 1s.7^ 16b• tCO• i�-2" . 2i, USTEDABOVESHAtINQTEXGEED3'-0".MAX[MUM SNTENDED. Q4"1rJ�.'aQQT,
73. pI.TEiUTIUHS ADDITONS,HtGHUGFf11NG,oR
5 �eSMAN' C T]pSF tYa it'�E'�� t3z-4` T 12•a ta-7` � 14•A" 15,�• j7"_1'"�`j9. �q�,�^ ACLOWA$LESIDEOVERHANG2525%OF1.AS'TPANELWIDTH, pTMpqMARKINC351�OTH15170NMENTAREN07 PACE6MI.E;N.T,S�
�E e.12'MAX FOH 4B'pANEL WIDTH), DESOA�PTioN:
1B5 MPH• D 2e pSF ii0 1 .B' 12'-0" 17�' ti's 12�-8° ; tY-e" 1s-tt tdd 18=9' 17-D' g, �} INDICATES ROWS FOR t1SE WSTtIIN TFtE}iVtiZ ONLY. PERMtTTLfl�ttip iNVAlroA7e Tt�sS cExtTtlGttav. _�
iTOMPH, H 1apSF �t4o tt`•t7 13'-tY ti'S' 17-8' f��T ' tS-1' td'-4' iT-tY f6•1P 16-9" 7 14. VANEISfRUCTUMLPROPFqTIESbEAIVEpFROM __.,_._,
� �7oMPH� C i1V9F � 12o ti�.Y �a-1' iat7 N'�B• �a'•4• "t�•�' 1�-tf" �s-r • +na• �e�-ta' bEFLEGTIONliF11T5CONSIdEREpFORUSEINTTIEHVHZARE! Cert71F1EbTE5T0.EPOR75 REPOR7Noe.50aa2•h �"' '""'-'
5.1, l f BO F41t SPANS 512'-0" SD410-A,Sp410-6,SQ4tD-�54126-D SO�iQ-E 5�41�-F,
� RoMPH+ D 29PSf t2D 40'.7• t2�' ii-iP }1=Y tY•!' i ts�q" t3-T" 6-i' tba" tT�' S,2. 1f180FORSPANS>i2'-0° SOq10-G,90410-}t,Sl}410-1�9Y7ENR�PiNTE51�1NG,ING), � °�
r7o MPH' C I�a psi'. 120 tn'.s• 11'-11' 11'•Y iC-1^ tz-P ' f7-1" 104^ • 1��&' S'-P iK-N` 6, (w)INpiLA7E5 MYNIMUM REQUIKED ROqF LLVE IAAD FOR USE ,-
� 170MP �C �PSf' e0 N'�2' N'•N' tt-M r 12'J" iTS 1S-!" 3 ' 1�-4' iS.iP t6'-iP WttlfYN77tEHVNZ
,� iTOMPH}l C SoPSf" EO e".t` 1Cr it'J' W�9' 10'.70' 11'�b" W'-1" ' 1 �!' 71'.!' 1R-9`
i ,
. � Carp rt
Pan ta beam connection Fasten box pan receiver channel to host w/#10 x
3"x12" pans fastened to aluminum beams w/#12 2"sms 1Yr on center,far both pans&panels
x2"tek screurs and l"outside diameter washers Fasten box end of pan ta receiver channel wf(4j
(4) per pan 16"oc an rakes. #8 x 1"sms w/%od washers.
' Elite Pane! ta beam connection Fasten panel to receiver channel w/9/16"tex
screws 1�"from sides&then 6"oc on bottom
Use l" sms with 1�"min washers,mim 1"
penetration, screws shaU be placed 1�"from �
, sides&tfien 6"ac.Screws on rakes 16JJ{�C.
� Post to beam connection
Host
%"x3'r4 hex head bolt wJ washers and nuts 1 boit
per each 2"of ., beam
.,
SM beam to �� -
�T�
post, . .093 posts
Post o slab connection
intermediate beam or aluminum Fasten internal post feet to concrete with{4)%-�x
111@tY1�IC'Y C0111'1@Ct1011 ��"tap cons. Fasten internal post feet to past wJ
, �2j l"X31/2�••thru bol#5.
Fas#en 2"x 1'/:" receiver channel to aluminum 4" concrete slab on campacted frlt,w/wire mesh
member wJ#8 x9J16 tek (1)screw per each 2"af or fiber mesh w/6 mill visqueen vapor barrier,
beam,at#ache sm beam to receiver channel w �,��mite treatment,2500 psi concrete min,12"x
#8x9/16"tek screws wi#h (1)screw per each 2" �,7�� manolithic faoters w/(1)#5 rebar min w/24"
of beam. overtap.
i �
Sheet I at
� SELF MATING (SMB)
For:
� 2 x 4 SMB: 2"x 4"x 0.(344"0.100"
I 2 x 6 SM B: 2"x 6"x 0.05p"x 0.120�� � - _ _ - - - B&H Canstruction of Central FL Inc.
2 x 7 SMB: 2'x 7"x 0.057"x 0.120" ` These standards and 2010 Florida
2 x 8 SM B: 2"X 8"x 0.072"X0.224" Building Code Section 1609
r
2 X 9$MB: 2"Xg"X�.��2"X .224" Max Wind 140 MPH
2 x 10 SMB: 2"x 1Q"x Q.092" 4.37�"
� �� Leonard Wood Engineer
7� -
i
i
Typical wood w !I construction
Some applications may have the door and Garage or shed fastened to home w/#10 x3�."sms 24"
window in dif#erent locations or no °C
window at all. Walls are fastened to concrete w/3�"diameter wedge
or sleeve anchors 24"oc with{ij anchor withfn 6"of
Pan to wood connection each door with a minimum of 3"penetration.
' 3"x 12"pan fastened to wood w#12 x1"sms(4)per Garage door beam or SM beam to
pan, 16"oc on rakes&'Y diameter washers wood wa�l connection
Fasten box pan receiver channel to host wall wJ#10 x2°
sms screw 22"oc Garage door support beam and intermediate beam
fastened to wood wall with 2"x 13�."receiver channel
w/#10 x2"sms from channel into wood(1)screw per
each 2"of beam. Fasten beam to receive�channel w/
#8 x9/16"sms on each side with(1)screw per each 2"
of beam.
' Exterior per owner specification,approved siding of
choice,house wrap not�equired on non-habitual
structures,�"cdx or osb sheeting,fastened 3"oc on
perimeter of wall and 6" in the field.if in a flood zone
2"x4"stud construction use(3)12d nails top and pt.studs are required,pt.sheathing wiil be required to
hottom of each stud in first plate.Top plate to first piate the helght of manufactured home f�oor level,with
use(1) 12d nai124" oc.Max height of 2"x4"walis is 12'E
same fastening procedures.Note:if plywood is installed
there afte�2"x6"waHs wfll be required.2"x6"stud horizontaily, horizontal Joints do not�equire blocking.
construction use(4)12d naiis top and bottom of each
stud in first plate, .i'op plate to frrst plate(2)12d nails Or
24"oc.Wood studs 16"ac fastened to 2"x4"or6"base
plate w/Simpson h_4 or equivalent and shatl be Super strurtural biue therrno ply siapled w/7/16"
fastened to d�uble 2"x4"or 6"top plate w/Slmpson h crown staples 3"oc on perimeter of wall and 6"in the
2.5 hurricane clip or equivalent,clips shalf be installed �eld, house wrap not required.
wJl i/2"x.148 bright smooth shank full round head
nails. Sheet � of �
Double and triple headers will use Ista Simpson'12" - _ � ��;
strap fastened w/1 Y"x.148 nail in each hole. � ' , ---_--_v �
_ -,- ' - _` - B&H Constructlon of Central F!
�, 4"concrete slab o.n compacted fiil,w/wire mesh or. - � �
� fiber mesh w/6 mill viisqueen vapor barrier termite - -rhese scanaards ana pians meer cne
treatment,2500 psi concrete min, 12"x12" monolithic- -
footers w/(1J#5 rebar min w/24"overlap ` � �_� Z�0 Building CodeSectlon 1609
, � Max Wlnd Speed 140 MPH
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�Q���t0( BCIS Home � Lo9 In I User Registradon I Hot ToD�� I S 6mit Surcharge � Stats&Fa�s � Publications � FBC Staff � BCIS Site Map � Links � Search �
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Search Results-A lications
FL# Tvoe Manufacturer Validated Bv S atus
FL2291- Revision Metals USA Building Prod cts Jorge A.Pomeran�, Approved
R7 Category:Roofing p,E,
Historv Subcategory:Products I troduced as a Result of New (954)394-8521
Technology
'Approved by DBPR.Approvals by DBPR shall be reviewed and dfled by the POC and/ar the Commissian it necessary:
Contact U5:: Phone:B50-487-1624
The State of Flodda(s an AA/EEO emD�oyer. - ::privacv StaMment::AccessibiliN StaLment::Refund Statement
Under Florida law,ematl addresses are Dublic records.IF y u do not want your e-mail address released in response tc a public-recards requ�do not send
electranic mail ro thls entity.Instead,contact the otfice by p one or by traditional mail.If you have any questlons,please contaR 850.487.1395.�Pursuant to
SeUlan 455.275(i),Florida StatuMs,efiective Octaber 1,201 ,Iicensees Ifcensed under Chapter 455,F.S.must provide the Department with an email addrnss if
they have one.The emalls provided may be used far of�idal mmunicaGon with the Itcensee.However emall addresses are public record.If you do not wlsh to
supply a personal address,piease provlde the Department with n email address which an be made available to the public.7o determine If you are a Itoensee under
haD��455.F.S..Dlease didc here.
Product Approval Aocepts:
� ���
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http://www.floridabuilding.org/pr/pr app_lst.aspx 7/17/2014
., r�vnaa rsui�amg c.oae cl�ume Page 1 of 2
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! Protfuc[Aoarova)Menu>Produd ar AoolicatEpr�Search> I'c ion CI >App(tcadan p8tali
i�
, �a"-��'�.a��''"''� FL# FL2291-R7
x - +•t4�:;_�±*--.
AppiEcation Type Revision
Code Version 2010
Application Status Approved
Comments
Archived ❑
Product Manufacturer Metals USA Building Products
AddressJPhone(Emai! 7815 Amerfcan Way
Grovetand,Ft�34736
(352)787-7766
bka ufmann @metalsusa.COm
Authorized Signature Frenk Bennardo
frank@engexp.com
Technical Representative Biil Kaufmann
AddressJPhoneJEmait ?815 american Way
Groveland,FL 34736
(800)342-9077
bkaufmann@metalsusa.com
Quality Assurance Representative
AddressJPhoneJEmail
Category Roofing
Subcategory Products Introduced as a Result of New 7echnology
ComplPance Method Evaluatian Report from a Ftorida Registered Architect or a licensed
Florida Professianal Engineer
I� Evaluatton Report-Hardcopy Received
Florida Engineer or Architect Name wha develope Frank L.Bennardo
the Evaluatlon Report
FloHdaticense PE-0046549
Quality Assurance Entity UL LLC
Quatity Assnrance Contract ExpEration Date 22j29J2415
Validated By Jarge A.Pomerantz,P.E.
�I � Vatidatfan Checkttst-Hardcopy Recelved
I
! Cert(ficate of Independence FL2291 ,�7 COI Cert In eo.odf
' Referenced 5tandard and Year(of Standard) Standard Year
ASTM D1924 1446
ASTM E72 1998
ASTM E84 2003
Equivalence of Product Standards
Certified 8y Florida Licensed Professlonal Engineer or Architect
� FC.2291 Ry Eauiv Equiv�72.odf
FL2291 R7 Eauiv Eauiv E84.odf
Sections from the Code
� hrip://www.flarida.building.org/pr/pr app_dtl.aspx. aram=wGEVXQwtDqvBLGds%2bEz... 7/17/2014 �
1 1V11LL0.1�U11LL1LLb' L.VLLG V1ll111G rage�o�G• �
♦ , i
Product Approval Method Method 1 Option D �
Date Submitted 12/21/2012
Date Validated 12/21/2012
Date Pending FBC Approval 12/27/2012
Date Approved 02/04/2013
Summa of Products
FL# Model,Number or Name Description
2291.1 Pro-Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Panels
Limits of Use Installation Instructions
Approved for use in HVH2:Yes FL2291 R7 II Dwa.odf
, Approved for use outside HVHZ:Yes Verified By: Frenk L.Bennardo,P.E. PE0046549
Impact Resistant:No Created by Independent Third Party:Yes
' Design Pressure:N/A Evaluation Reports
Other:-For oukside patio construction only.-Refer to FL2291 R7 AE Eval.odf
engineering drawing#04-151-0001 for limltations and Created by Independent Thfrd Party:Yes
conditions of use.
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Con��Us::1440 Narth Monroe Street.Tallahas_�FL 32399 phone:850-487-3824
The State of Flarida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacv Sta[ement::Acc�sfbilitv SWtement::Refund Statemen[
Under FloNda law,email addresses are publtc records.It you do not want your e-mall address released in response to a pubtic-remrds request,do not send
electronic mall to thls entlty.Instead,contaR the afflce by phone or by traditlonal matl.If you have any questlons,D��se rnn[aR 850.487.1395.•Pursuant tn
Secdon 455.275(1),Florlda Statutes,effedive October 1,2012,Ilcensees Iicensed under Chapter 455,F.S.must provide the Departrnent with an ematl address if
they have one.The emails provlded may be used far afffcial rnmmuniatlon with the Iicensee.Hawever emall addresses are publlc record.If you do not wish[o
supply a Dersonal address,please provide the Departrnent with an emafl address whlch wn be made availabte to the puhlic.To derertnine ff yau are a licensee under
Chapter 455,F.S.,please Uldc hnn+.
Product ApDrovai Aecepts:
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EPS FOAM CORE ROOF PAIVELS - METAL SKIN oes��rv rvores '�
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COKTMUOUS ALLOWAB�E DESIGN PRESSURES llTJL2ED 1N
CwUtXMG OR THIS DOCUMENr HqVE BEEN GLNIp7BD pgi
$ SFJIL[NG TAPE �PIION�4fAN 6EAM '
C% TO WOOD G=0.55 OR 9ETTER:�•¢LqG SCREWS WIiH TM6����MENTS OF THE 2030 FLARIDA
1 MIN,WASHERS�1 MIN.THREAD pPNETRA7(pry Tp B���NG CODE'A�ASCE 7-l0 USING ALLOWqBLE
� € ` DQSTiNGW00DiMEMBER' ��"+5DE51GNMETMOOOtAfiYWtiMTME �
3'i"'M W,mGE DIST,SPACED 2' CRITERIA 0.S p{lTL�NEp MFjtE� -
�W FROM EAG1 END N.
ND 5°
00
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�+ TO ALWMINUM(6063 7'6 MpV ALLpy)>
2 PANEL INTERLOCK �+°B�E GItADE SSMS W[iH 1!f°0 MiN.wns►,e�s,sc�ws GENERAL NOTES
� SHACL BE 1'LONGER TW1fV'p/�ryE{"7ry�'p�ry�yy�1'ft"MIN. ��� •r
EDGE DISTANCE SPAC�1°FROM 9VD5 W1TH THE 1• TMlS SVEpFlCATlON MAS BEEN DESIGNED AND
� 1 �N.T.S. VERT SECilON FOLLOW]P1G 6AUlNCE; Sna��6E FaeruG7EO IN ncopqpANC�Wtin 7ryE �'�� 'X�,�
PROVIDE lYt°MTN. . T.O 0.045"MIN.7HICK A�UMINUM:2''O.C.MA)C FOR USE�WiT�FIIN&Ol i57D1E O�F7�HE�AHyHZ��W�(.Gipp$Dj7F rn ���
� SPACING BETWEEh .• TO 0.062°MIN.THICK-ALUMINUM:�2-3/4'O.C.MAX ROOP VNVE45 SMALL cDMPLY WI7H cHpPiEp 7 S[t�tOn u4 Q m Z�.S Q6
TO WOOD:,(Z��y�"��qG SCREWS WITN ANGIORS 1N EACN • TO 0.090"M1N.TF{ICK ALUMIryUMC 3'O.G MIVC �39�MAPTE0.8 SECftON�803 QASS q INfERl00.FWISH, Z X �9�u! �
ss 1 MIN.THREAD PENEfRq7ION TO • PAIR,TYp, TO 0.125"MW.�TNICK AWMINUN7 6-3/4•O.C.hIAX �a�ER 26 SEL710N 26d3 OF THE 7010 FBC. „� N � '
� E STINC'WOOD HOST(G=0.55 OR '�6�SAE GRADE S SNLS W(i}t roNT��R SNAt.L 1NVESfiGI�7E pryp CONFpRM'TO ALL W W �
BETTER)��'MIN.EDGE DISTANLE� FXISTING 1Sf'�MIN:WASHERS�SCREWS LOq1L BUILD[N6 CODE AMENDMENTS�WHICH Mqyqpp�y,
SPACED AT�6"O.C.MAX, HOST STRUL7�p� 0.024°OR.0.030° SHALL BE 1'IONGHiTW�1 PqNELTHICKryES�W� DES�Gn OtITEntp eEVpnD A 5 s i q�D H E n E�N h f n Y y3j� � �
E D G E D I S T A N�E'S PACED 1°FROM ENDS WIiH�ryE �•�� REQUIRE ADDIniIONqL SIiESeECIFIC SEnIED �
1}4° BY p�p{�,T•P. ALUM OR 26ga }bLLpyVING&1+LANCE: ENGMEERING. p W� �
TO CONaiETE;(2)�•ID ITW CARBON MIN. 4'MAX WID7H pER �E��p���M • TO 0.045'MIN.7tuCK ALUMINUM:2-1r2°O.C.MpX 2• n.11S SYSTEM IS N07�pppROVEO FOR uWGE OR ,�y p f�
� STEEL TAPCONS wIN 1�•MiN.EMBED. �� PAN� Z�iERLOCI(iNG PANEL FAC�� • TO'0.062'MIN.7HICK ALUMINUM:3-1/Y O.0 MAX �LL 1MVACi RES[STqN�,WHEN USED Wl7H1N THe '
� TO D(LSTWG 3192PSI NOf�-CRq�1(ED o DE� 1 4� MVMZ�THIS SYS�H�SHALL BE LiMR'ED TO NON-NABITABLE �
CONCR�E HOST�-M1N.EDGE e o I/ PER FOOT MIN'SLOP� •�T�0.090'MIN.lHICK ALUMINUM:�"1/4•O.0 MpX livlPM apE�s.
D1STpNCE SPAC�C AT 12°O,C:MAX, o 0 0 0 • 7U 0.125'MIN.7HIdC'AUIMINUM;fl•1 P O.C.MpX 3. N0.33d/3"%INCREASF Iry p�t,p�ypg�y7qESg�e
� EPS fORE(q.0 PCF3 BEEN USED IN�f{E DESIGN.OPTMIS SYyTEM.
OPTIONAL A. TME NtCH17ECf/ENGINEER OF RECORD Fp0.TME
NOLLOW BLOCK:(2)�°�17W GiµgpN C-CHIWNEL,MIN 0.045 PRO]ECT SUPERSTpUCTUqE W1TH WHICH 7HIS�DE5IGN IS
TE L APCONS WITH 1�'MIN.EMBED. 7XICK(6063-T6 A�UM) ���� pR p Ip USED SHALL BE RE5POry51BLE FOR TME IMEGRR,Y OF'ALL
y TU E%15�ING HOLLOW BLOCK 2�"MIN. �, SUVPORiING SURFq(�S TO 7HIS DESIGN WHIOISHALL BE �
'�F EDGE DISTANCE;SPACED AT�°O.C,. 9 CLEAR SPAN�(L)1NSIpE TO INSIDE ,� �P COORDINATED BY THE,VERMITTING CONTqqL701t �� I
OVERWWG • 5. SEPARATE'SITE-SPEQFICSEALEOENGINEERING Q
MAX, �MBK/!s SAE GRqDE 5 Sf�LS AT 6° SHALL BE REQU[RED IN ORDER TO UEVIA7E FµOM LOADS �y
O.C.MIN.lOP 8�BOT7tpM,7YP, 36"MAX 0/N qT FROIVT& DEFLECTIONS OR SPAN$CpNTAINED HERE�N�.LINEpR ' y !
25Sfi OF L0.ST PANEL iNTERppUTISN OF TME ALLOWABIE SPqN TABLES USTED � a� � �
1 ROOF PANE SPAfV.DETAIL w��t+aTSmes�urTO HEREINSFIALLNOTBEpERMITfEp,ppNTq(,77ry�5 eg� � '
ENGINEER FOR ALtERNATE SPAN CJ1LQ1lATIONS AS-MAY
1 N.T.S. 12"MA7('O/H ATSIDES) ge u�p.
OR SHALL CJIREFULLY CONSIDFR � '
ROOFS OVER SCREEN WALLS_AND PATIO COVERS: FOSSIBIE IMPOSING LOA05 ON ROOF INCU1pIryG g�JY �.�t ;
NOT L[MITED TO ANY CONCEMRATED LOADS WHI61 MAV y�
� E� �� �� .91„'q +'�b .�P� ]USTIfYGItEATERDE5IGN�GUTEq1A.THISAUDlT10NpL � � �
ROOF LOAD CRITERIq SMALL"BE PROPERLY�ANALYZED BYA �
0026` O.Wp 28pA D.�A•(�) 0.02P ppyp UCENSED ENGINEER OR HEGISTERED AIt()1ftER.
d�0� uue Nat Uplll � Alan Sqn AWm SkYI'Sletl 9kh Alm BFYi ANm 6Yl� AYmI 8t1� �BYH�AYim 9tN A�m 61N 61n1 SIOi 7. EPS CORE COMPOSI7E PANELS SMALL BE � �� �
� N"'� CANSTRURED USlNG 7YPE 3105-M254 ALUMINUM '
118FP9 1{BEPB 11H2PS f.BiBEp9 1�LBEP9 1{BEP9 1-LBEPS 1{BEPS ULBEPS 1d8EP3 FACINGS.I.OPCFEP$.7ryEEP5FOAMSMAILBEAOHERED Q
� 110 W B i 9P9F . 120 6'-17• t�B' 1BF 1B'�e• IB�1P 2V 73'.p� �y'� 2gp. �y'-0, TO THE ALUMINUM FACINGS WI7N MOR-AD M-652 t �d � � I
iiar,vH c 1oa6F �so 16'-T 1T-T teb� �C.17 1T.tt• t MOISTURE"CUREURETMqNEAW1E5ryE(B Y R O I i M fl H A q S 'I II� �
� � 110 FpH' D �19 P$F 1 1P-P t@i' ; 1T�• u'd 1B'-B° 1T.7P � �� ��� -�� Co.).FABRICAT[ON3f1N1 BE IN ACCOADANCE WI7'M �
1201.PH B H PSF 110 �ts'.7P� 17V' i6'8' 79. 1 2?+T 29'.p APPROVED FABRICpT10N MEIMODS BY METqLS USq BIDG S
�120WH C i tYP3F tP0 f/'y3' 1yb' T 1T-v' tV-t` 21s10`. 72d" 29�.p 2��• PROWCTSAT7HEIRGROVELANDFACIL[TYFORALL � �
` 1'M1T t�'.17 �16NT 1B�P 1V-g� pt�` M�8" YSfi' P��.IXCEP�THE 3,'/0.02�°ALUM SKIN/1S•ID FOqM
y" 130MVH D 16PSF. '120 �1• 1SS 6 18S' 19'.7P f6B 1T�Q' 19-1: 1P-17 31W 77d PANELS WHICHSHqLLBEMANUFAC7UREDBYME7ALSU5A
9_ t90G1PM B 17PSF 170 iP.Y 1SS I 1T8' 1f.fP 7C�" 1C.P ATT}iElQGROVEUWDFACIUTY. i
S 1� C 11 P&F I 120 178• 78�0' t6'd' ta'.• �� �f s u'�• �a & ALL FaSTENER9 TO BE d8 OR GREATER SqE GRADE�S j
�'� 1 1611T �1T.T /9!` 70',x� 7TS' yS.p UNLESS NOTED OTHERWISE.FASTENEy SMNLL BE
1�� �D 7PSP 120 �r.r �t�•.7+ 16'�0• tb-7 1t�11• 1R•T tT-T G1DMIUM-pLqTE00ROTHERWISECORROSfON•RESISTqNT �
�ao� B t�P9F 1P0 17�' 16�8' iB'�e• 7t�t• 1B� 1T..T 1u`.T 2p.T . 2�1•.t� y�p• MATERIAL AND SMALL COMPLY WITH'SpEUFICA7tON5 FOR a��� I
�5 tMMPM C 77 PSF 1Y0 17�" th4' 7 16'9' 734• 16'-0• 1B$ 17-0t' "1V4• lp`.P 7p.Q ALUMINUM STRUCRIRES"SECTION 5.2.1 BY THE AWMINUM �
,�"�, � '�`� ,�° „"'' ,�'„• ' „�' ,r-� ,��' ,si• 7e ,*,_. ,�-„• .,p TABLE NOTES. ASSOCUITION INC BANYMPLICABIEFEDERAL�5TA7E�
� 7�a�M B, 16P&F 110 17-T 1S'S f 1B'.T � 1Y-e" 15.T 16-10` iR.1P. 1Vd` ppy� 3a�p. AND/0R'LOCqLCpDES. �
���+ '1u v F 12o tr.r u�,y� ��-�r iz�e• u,$• �sa. 1e.1• L GLCULATIONS BASED ON 401Q FBC SECTION 2002.q,SOLID 9' CONCRETE ANCHOqS NO7eD MEae1N SrinLL BE ��d�� j "
.y 7�PSF : 120 17te` 19.P 1S-T 17-P f�- 1B{•.. 1V-{: Y1' SURFACE VFAT(Cpl;LOADS.R15K CA EMBEDDED Tp UN-GqIIKCED OONCREiE ONLY.INSTALLqty
$ 1� , D T' 7{�6' 76/' 174f• CONCRETE ANCNOPS PER M/�NUFACNRP.B 6:��
� 1�� B I 17 PSF 130 Yd' 1�'�' -16'F 17.T 154` 18'S 1T.ff� 1E�1!' tY'-7 7y T T�RY 1�10 PSP MIry RECpMMENDATI0N5. ����r ' �p� �
LOAD.EXP.'B'.VRE$5URE5.'VACID UF 7p 9Q'MR1{:p(p'C' 10. THE CON�ppC7'pR IS pESPONS18lE Tp INSUIqTE qL� m yT �
�se Mvfi c �2� �m /1•-11` 19'.1P u4• �z-s. ia�, i,y� .��s �n�P �e�_�a, z.• PRESSURES;DERIVED USING FACfOR OF O.B6&,EXp'D' MEMBERS'FROM DISSIMIUR MqTER1pl5 7p ppEyEryT � ■� � i
� ��� o �s� �10 �r-z .iz.�r ia�o• fr� tau��. .�� • u ea•. t .��� PRESSUREDERNEDUSINGFACTOROF`0,89PEµ.Zp10FBC E��O�Y515 6E.ALUMINUM'PERF.e.C.2oo3.8.4. �� tl i
1EOA4M B tOPBF 1Y0 77-P 14L• 15-T 17.1f•' 11�E' 1S-0P 17,4' 1C-T .� 1'-tp. TAg�2002.9A.WINDPRE$S�)(tEVALUE$FQR156MPHEIW''C' 1L ENGINEE�iSEpLAFFIXEDME0.ETQVALIDATE$ ��� � �� I
�eo evw C a2 vsF ixu �p.v� � .r is�qr r s-�r ��.�r� iy., a'D'�&I65MPH'FJ(P'C'&'D°OBTAINED USING STR���DES16N AS SMOWN ONLK USE OF TMIS
t� D� 20PSF 170 IR.fY 11'-0'. 17d' N-0` iS�O' 71'.1^ 1/'�6< 16•T tp� �-1• I���TIONPEIR�AS��7-1�M�1{OD�L,�: .SPE�F1G1TfONBYCONi1N eLeI.1NDEMNIF7ESBu g � �
1��M B 18PSF 120� - f7.? 11'1' 1P.9" 1Y�" 1{'.S �1B.T 1m-0+ /N' 1Pa 1�'� 2. DEF,LECfI0NL1MIioU120:MAXIMUMALLOWpBI,ER00F DAMAGC37Np.Up[NC�LEG/LLFEESSAPPEl1A�FEES
LL 18S C T 31'J' � ��" � �
vsR tm tr$• �s� �s.r ra �s�-r u�a� � �a.a• �r.�, SLOPE SHALL BE 3''M1A)t�PER FOOTY3:12). RESULTING FltoM btA7eR[AL FaatuUnPN,srsreM �'
iasMPM C sepsF �.12o tv-v tx�4� fx�• I 7T-T 17s� qyie� te-r fa� 3. PANELDEADLOADSHAVEBEENFACfOREpiNTO EREC7iON,dCONS7RUCTIONaRqC7ICE5BEY0NnTHqT '�� �� , �����
flo MvH .B so v5F 18-tt 1sb' t6'�' tra' CALCULAIIONS FOR"GRAVITY LOADS.AS VYEIL 0.S WFQQf 75.fALLED FOR BY LOCM.STATE:fl FEDERAL
130 11N7 17 ft t�' 17-6' 1K! 1Bi' /B�4' 1T 1T- 1C.11• 2V.P. CODES B FR O M D E V I q n O N S O f T 9 5 p l�ry. �I Q S q I p V K L�l q�p 1 E
�ion�vH c 2�vsF� �xa �ra� �g.r �s�-r +n �s i• .,�r s �i c�r �t a-r i-w .fe-tr CAL.CULA7IONS F O R'P A N a�P R O P E R T I F�.
� i m� o �ePSF fan ta.r. �rx �r-ir inr �r.s ia4p �r-r . ts•r �sa �rs 4• ��UM'ALLOWABLBROOFOVERHqN(��FOR7MEVALUES ADDITIONAL.CEq7�iqCp7�'1ON60RAFfIqMATjIONSpRE 04=151-0001'
c aorsp• w m-r fr.�r .�ra+ �ra� �rs � �r�• �a:�- , usr �s-�r is.ir L75TEDABOYE.SHALI'NOT'IXCE�3'-0°.MAXIMUM tNreNceo. �
t7a H C' �PSF• 120 tOS iTd1• 11'A" '1C-H' ' 12�• 19'° ts4 1!'�0' ts�tr .�s-�r �( OWABlE.S1DE'OYEHFIANG IS 25%OF IASTPANEL WID7H. 13. ALTEIlAT10N5,ADO[TIONS.HIGHLIGHfING.OR P EeCA1Fe N..8.
� C ao PSF• teo g-t• 1V.T 11:T P8' P-1P 17�9• 1T�1• 15�E', 1�'B` tr.pr 5. (teINDICATES RO 5 FOREUSE yy(jIN TME F1VNZ ONLY. �ER MMKINGS TOTMIS DOQIMENTARE NOT uc�CpIP110N: �
G 7p F• Bo �1/'-? 71'.11' tlte` 12U' 12�8• 134' 17r 1�'-4' iS.1T 16-1P. PERMIiTEDANDINVALIUAiETMIS�RTIFICATION.
1'76 MaH C aoPSF• 120 1ns t7 4r 71w� ta-n• 17� ts�' 1� 1'a 18•11' .11` � ON 1IMITS CONS1D�tED FOR USE'1N TME MVNZ AItE: ' I�• P�EL STpUCf11RpL PROPERiiES DER1vEO FROM
C ��• ' �� v-1• tn.T f t4r pt� 5.1. L/80.FOR SPANS 512',0' CERI7FIW TEST REpOR75(0.EpORT NOS.50332-p,
S ta•�P t1b• ia4• 17�8' tf 18'. 5.2. 418Q FOR SPAfVS a 12'-0° 50410-A,50410-8,50410-C�50/10.D,50410-E,50410•F, �
� 0� -�91VSF Bp f�y 17-1p iP.g+ 7Y-1' . 17�` 73'3• fII'R' f�d 1S-7P 1S-P 5r � 50410-G�50410-H,50430-I,BY7EppqpIN7E$fING,�NC,),
776MPH' O stpsF tm tu-s tR�o� tt vtv� fr�t• ts'J` �s-z� µ�.p• � �p. ��,,y, �)IflDICATESMINIMUMREQUIpEDR00FLNELOADFORUSE �
� 0 31 VSF �eo a-r �pe� tnr as tae� �r-r �s-z �y.r ��r 1e•a. WLif1AV iHE XVFIZ. ,
i
MAXIMUM AILOWABLE CLEAR SPAN TABLE
R OFS OV a E �� ��
S NR M RDDITIONS:
ws�osaam �- w.�a.oenaaw� 3'� �+ MAXIMU.M
e�� aaru� umn o.ozr o.o�. � '>o . R00 AL�-OWA$L,E CLEAR..SPAN TABLE
� tu.� atumskm ,vumsxn sq�°' o.oss•CJ o.o�• o.wo- e° -ER E CLOSE
7 W MPH ! t-t8 EvS 1. �+n 5kN Num 3dn Num SMn '�w SCed o.02� �� j� . y�1t,�+
�� 70DMPH 8 T3PSF 170� .�y� �� LBEPB LL8EP8/.SI.6EPS 1 $� AWm9kh1+A(um �W V'vJ• •,••. ••••••
e.�,79 P9F 18'-T' 1T.y. -LB EPS 7d.8 EPS 'Y-Ctl EP8 skN Sfp�l SNn �3papA � lAed� Uelle� �'P�� 4 g�� p�p����p'i
ioot�rn e �aa rra• ��_- f�:r raa� itetps w�e ua f o.ox�• "��C 1 Y
E P 13 PSF � u0' � ` 1S'�0• YT-10" pai° i'�EPS !-LS fP3
U �; � N.��
cY, IUVAIPH � C' tOPSF ��"i� fR'qp« 19:8" tn9' 7(':6` 16'-T ' p�it� 21:72' ZS=P' ... $� um S� O.R24`(7 0.0�4' 0.03P �6 P°°R •~ ��
tOUMPH 120 13ty. tb'•@' ���r 1Y1` � i��x TT,S` 1aJ• qpi7 160ldPH �}t�, A
tab NPH.� � Zp� 120 ��-8'� 11B EPS i{B EP8 EPS t�B EPS Y LB EPS �9��Numx51mi ,µ�n 9kdry Sk�qig '�'�M��f
Num
X+. C. .
G! YOC�H O tY� tE0 1 4'-4•� 13=�j+• 12{YO' /9-0 5:9' �1BT iC.2' .7 V'-T 17'�b' _� 1 5 0 MPH g. SF 7-0• 17-9' 11' 1.6'B'. t7.7' 1-L B E P S !{gEpS 7�I.B �,L� *
^ y� 18P 2 1 0 H! ��• r s'-�' �•�' 2BP t 8 0 �� 19t7� EPS r�
�
100biPN t? i7.ip� t!�'a' 1R• 160 t16 '� B',6' 1�'.8' •��r!/�'
Q �19PSF �20 -3' ��'-3" t+yt' 17i' � ira• � 18�'q" 20sYY �„ � 12PSF � �� p's' 17.d• /t�0` 1;iG„ 8� f&�2" 18t8' � .
� 110MPH a tB P S F Z,� @�� tY3' 7�=J" t���, YY'8' 1 6-!' 1 8�7/' f8'�4` t9�{" 1 8:f• 450MPH D �2 P S F 1� ��' RC'.�, p,t t' p.��, QL�Z�� ��' 1 r� ����� 11'd' /7:1'� C �{� :• �
� MPN B iepgF 72u 19:1• tb'-Y! t x YD'�2' »d' 17.!' ,19.@•�.., i6t�. 18'.ii' �-B' t58WPH 6� '.]f� 210 T,�+ O,r �H� e•.8" 0=8' - to'd• '11'3^ !r6• tY8' 16'.e` ' •0 ^`S `�:
� 11U B Y . � "p
�110MPH 100 t1=5• 13'.1' t4:p 19
�' isa� ���.r �<a� �
e- �ersc +x.r �r,r �xi• �r.�m �I O
16B 4PH
110MAH t C TIO 17-1• 1R11` tY�a, "7C.T �p, tE84tW1 . B '1PSF _
780 1Ri" .71'-e" ��. T-8' � a.�y, e'.6' /1'a' 72'.9' f 17-TY ,$tt�•
tBPSF ft0 tY-0' 171T tU: 7�'�' t8b• 23'-0' � 7PSF �� �� 14'�5' ti-Y 18:im 12s.9• 13'-Y t7•2p ttt�. 77-e' 13•8• Wi�. �"'+��7��
� 1faMPN I C 79pgF ` 160 14'-8' iY3' iS'�17' t7.tlt' t4'.E' 1�U`. 18�.�, y�6' xa�{ 20','2° 7beyptf C' JGPSF yD• Bb' 17•D' TO'$' 8'T 8=B" 7Cd' it� }3'.7• I 14«3" igt�. ^4. S� •�o�
'4 �t, 16ti0" 11' i$6 /0' 1Y /� ¢��� G
y 710MPN I p. Yto e'-e• 1i:5• '�' 1T�8' 1 i8"-6• tOi' MPN C 90P � A'.tp� '2' 17'.�. f�: /2'.9• i i7. i:J � l7
� �H . D ZSVSF; it'i4' f3' 1T-0• 713' 13',8 tb'-0� i° 18: 21'-0' D � 2�0 b 1C!' 10'.�� S�� iicW 19•-3' ��� 15t�, W �
110 �� 120 tOtp• ��:T
'�� 1StM lYS TI'�•. �1"
180 11=yY �9�'@� �t�
itOMPH � f0'-0` 13'A• � ty„�, 138NPN
D 8F �� tT �qy6. p tOs10. i�' 16tE' a'=i
� iR8' f D �8P 120 g:�. 0,�� 8•.�. Y,-i" H=11' t?-D' /3'd• �•�j 4t
.� 2i0 f0'.e° 18".1• �8P9F 0'.7• o-iP tb;2, W �
120MPN @ 23PSF 120 =4 12'-B' g�• ;a.'a I{'d• YI'd• t'�0" 16=1C 1R11' T6DMH B 93PSF i� � eS �yT fYi 3"+ f0',Y t0'-10' 2-0' 1T-14` � 1S•8" NC�� ��3cc
� 1DpSF } iCy 17V' H` � 1�!fT 18'�Q'
iZOMPH 8 tYPSP 180 t0�y f2'.6' 794• /7-it^ tf'9' i ib'-e' �lJ4' i3'-8" 14S' tE�6• 7�MPH B JdP8G �� 1C-2' 11'S B N• t rr, B,_r ea 17-ta• ttttt• 17-0• O�� �
� 110NPM C 22P8F � 2�0 G'.Y" f74" 1T.Y• 1T.3• 17'-0' 13'.g� 16�.�� f8t9`� �18'�8" 2y�-0, leOMPH 8 31PSF �� a=H• tU'J' iC-T YQ'-e' tritt• 1T.�p+ t2'pr 10'-1Q• tf'y Y3'-0' NO�I�
iIOMPH C 22PSF : 1Z0 1'.T /5-6" tY-0` !0'.,1' ittT 12'fi' � teCr yec12' 18�-1Q' fe0NPi1 C 10PSF 2{Q 8:P p-f• Y'.t2. a^t' fa�8• QT1' �� 7441• ffi-{• t
� $OMN D 27PSf 2� �� f0',6• ir� fY�i' W'Z� 14c0' 16•-0•. t1'd' 18'7" 1T-71' ;EONVH � � IOpSF �� ar � 14'-9` p,9• 8•T iM�4* ir10' ]3`-4• f4�0' 7d'�T
710 ��'r 77: iF•ii• 1�'.. tT-3' 1B'-@' 60MPH PBF 21b ��' 70'-S` 1T }p:�p+ ti'd` Ht tY.f' fY:e' � Htto`
tT6MPH . Q 2iASP 2�0 'B•�O, ta-tr ii�• B'7' f0'.fo' 77'-10" +���.�• t5-T tt�" 16'1� 180MPH p �8P8F Z� �r �S', Y'�� e'^8' M.�R, ' g� "�• t2'4`, 13'2' i ib!9`
27P9F r iTd' 11'.B` 11` IQP
� 1f•�t' L7- b tSsy /BDMPH !YO' N-18" T•Y1' it'd" 9'
130NMi g !•-T q_ i'-fi• /7V• 76t6" 180A1PN T-ta' g'�` � it'-P
� /50MPH 72PSF 1t0 /1-e• tx• T8'-0' 1T /Gy2° tr��. O� 'N� iM.11• 1T-17' t08HPN � �ePSF r' Bt1• gy. � e,� �''iC' 1C•7' 7' 11=, tf.�{� 13:
e: ts=� 2to i ta. tt�
� zzvsa �s:z' 78:}7. 17-12 14: �r-r e asF �'�" e�.�• �r s g
H• ss 8`'�" e: 0 '!2'-B° .�N
� 130MPfi @ 780 70tp. b'.�p. . . 17.2^ 3-10,
22PSF � 1?'T 7O',8" ! tt_N• 1R0 1Y.��. .p 76t7M tObNPH ' S6P9F �� 9���� tt:�• 11P.1y 1G� e�� e-f' TO'E" f1'y� !74' 13c5'
a 1�OMPX C 29P9F B�a� !U'-B• ,y 12:1" fJ:. . 17"$' e_r 16S6iPH g 8'�8" i�. t/'.�• 10•-0` �{
130MPM t0:�g. 17' 8'-0` 10y2' it•,�p„ /�;tt' 16'-4' 16:�� �� ��MPH C �2PSF 240 r.{�. �� 17A• M'1a 1C-1' . 11'-1` tY•Y 1]t@' tpt�. 17.1' � G
�zo ir-s•
� 48PSF tno 8..7. �x�• rr.6•
t� t30MPH C 40P9F �yp 17'.1• 15.12" f1'-0' t�'
Ht7p. 'r 13S�y. t4'-8• iT'•� 196MPH C �PPSF /20 9L� 10:1. e�� C`1" 0•-�• YV-. 17-5• 1Jt�• ta'A• ib:9' �
� tJOMA1f 81P 8b� 1 t0'-0• 12'�t• 1/'i' tb'.��, �r.r �� 18SMPH C �RP �� St2' B'-9' �t� 8=H' t ���'r 71: t2te• /6_g- ~ � �.
'0 SF tYp ;'47� 70'-8* C-i' !14' 18:12'' 14-+' 10',2' t65NPH gF 4�0 y,5. r 8''��` StB.• tA'A` 11'.'J' ii:g. 12y6° � 7958` S4'�s'
i0 J•
3DM iC • t
PFf J2PSF t '� 7T-6• ttt�• f2'A• 'fS.P iT-T 4 SiPSF �� 8' e',2' �� 10'3' I ti' NW
t70AfRH �0 82PSF � �� f805• ��.�, iW-8` tU'-0• � 1J'-0• tY.Yt t*',d' /5'7" �a_�a• t�MPH p S1ASF� f6G �,e• ��'� W-0• 7.2` W�e' � � /0:�e it'•�� �y��� t{t{' � �„�,
f<0 MPH 8: O�G' e6 9' 1D'
� MpH B ,xOPSF �� »''2' 14�1• YG-1' 8''E" 70'-6` 1Z t8'd• t4-7" i�-6' f7UA9PH 37PSF 8"!�� 1' � tY 10',7• tY-3' 13'
�L'� 3
r�o �s:�r �� rrr��
'8 t�DMPM g sF 1B0 ri,.a•
°'-r tra• t �a��. ua, �ra•
26 PSF 1�p` 1�'d"- 't�=10'
fe.8�
� 24C 10'-Z' iB'3' ��-1T'
170M„
t10MPM 8-10• t0U"' it'.8` !Ry t7P41P
� �YPSF
� 30PSf �20 t0:1T �'8� t�:q• 18'�' f70MPHt 8 3tPSF 2,w
�,�, °` e^.r
ra�-8� im-r
8�'S' 9'+t/' 10�0•
1=�
�c l�OMPM i � 40'.5• /1:/1" 8�3" i0'.e" 11'w4• fly+ 18'�'' iT10' � IBPSF � 6;�Y 0,�w L:i.
� 8'-e +o•a. �a.Tr �
r.r e�_t�� t f�,_Z, �t-a• �z�• �r.�r '!��� �d �
�rt:r �r.�, �z-0• ra•s• �o�tr � �s�s� � �' �
t10MAH 3DPSF f8� 8+�1' 1t'q' ( fCit' tS�4• 171f•� 1T-0• f8'J' &F e0 � 9:l+ t 1C.1• 0'.11`• Y7-0' 1T-4' 18'•5' tEi'
�u C 1M-T' iII�6° 19�./7' 170MPH C �6P e� B:e`� a'�� Y-2" 0' �
.9, ibMPM P40 8'd• 8*�` {y 18�'d� 11'.4• 7S-t2' f0=11'
3 b �7PSF f?6 p�7� tOt3• 1C � 77'-e` 194�
��a ntptl t � Z0 p p• a, �o+.r tar i��` �+••r
aar �w � ia.�r �ra-
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m iqOMPM i D 97PSF 8'8� �0'•10` IO'd' 8'-8' 9��f0` iC-T 1�,_ 19'�8' NS• tE:e' 170MPH G ��SPSF �� g�� Y'w3° 9'-8° R�T' 70'��» tOt�p 1P- 1?Y �y..�. ��_�
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PRESSU CATEGORY 7 10 PSF MIN LO�DlP'B' CLEAR e P 8 3GPSF 12Q 6t6' 7-�•
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VALi6 UP RH ONLY. �'�C'8 SPqN TABLES $� 36?8F' 1N0 �o^P yp�,p..
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3. PAt+tEl DFqp LOADS ALL 8E 3°�hW(p� �1AkiMUM 1"-"------�--� sp vs• r_t�•. �a�� ,ti-0, u��.
GRaVtry lOAD5 �VE BEEN FAC1"ORED IN1'0�T�3:12. ��OSE 17S MPry � - �7 PsF 12q r.tr aa� �,�^ o:yy. e��a °.'°" �fy. �r T »-r 14:l6• � �
AS WEU.AS CALC tATI0N5 W $LREENE6 W OF ENCLOSURE TO BE COVER� t c a asF ��r^ a�� g-�r �rs �r.+r �� ���r�
� 4. b1NCIMUMALtOWAB CALCUtih20NSPoRPANEI R 2. oi• aa• �o:r �w
A60VE SNALL NOT ��ROOF OVERHAN AltOAERTTES, � OR FULLP ENC1QgED 7setax
�%C E E D 3'-0�. GS FOR'f'F�E V A W�I,ly'TEp �N�E�p�p gffE ALL 0 1 y p g�E �
Q V E R y pN6 IS 2596 OF LAST AqrygM�IM(J�7 pLLOWRBLE SIpE GQ�'RNtMG MUN7CIP�At 7y� ��AD, 176 MPH t' Q
t80. T�y,
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� 6• �')INDICA7'ES MINIMUM R �' 4 7-e• tt:7•
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���rvrfrnar�tpf BCIS Hame � Log In � User Repistratlon � Hot ToplcS,� Su mi[Surcharge � StaCS&FaGS � Publicatlons � FBC StaH � BCIS Site Map � 11n16 � Search �
� l�.�a�����
Bus�nes +�-
Professi I �`'�7� Product Approval
� USER:Public User
Regulation
�� Product Aooroval Menu>Produc[or AoolicaHOn Search>Appll tlon Llst
' Search Criteria Refine Search
Code Version 2010 R# 993
Applfcation Type ALL Product M nufacturer ALL
Category ALL Subcateg ry ALL
AppUCation Status ALL Complian e Method ALL
Qualfty Assurance Entlty ALL Quality urance Entity Contract Expired ALL
Product Model,Number or Name ALL Product D scripdon ALL
Approved for use in HVHZ ALL Approved or use outside HVHZ ALL
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Seareh Results-A lications
FL� Tvoe Manufacturer Validated BK S atus
FL993-Rii Editorial Change Kinro,Inc Ryan).King,P.E. Approved*
HistON Category:Windo (813)787-8283
Subeategory:Sin le Hung
•Approved by DBPR.Approvals by DBPR shall be revtewed and rati ed by the POC and/or the Commisslon if necessary.
Contad Us:: phone:B50-487-1824
The S�te oP Florida is an AA/EEO employer. - ::Privaw Statement::Acoessi611iri StaMment::ReR!nd Statement
Under Flortda law,email addresses are publk remrds.IP you o not want your e-mail address released in response Oo a publtc-recor0.s request,do not send
electronic mail to thLS entity.I�ntead,mntact the oRice by ph e or by tradfGonal mail.I(you have any puestions,Dlease conbc[850.487.1395.•Pursuant to
SeRlon 455.275(1),Florida Statutes,effeCive October 1,2032,icensees Iicensed under Chapter 455,F.S.must provide the Department with an emafl address iP
they have one.The emalLs provided may be used for ofFldal w munlpUon with the Ilcertsee.However emall addresses are publlc record.If you do not wish to
suppty a personal address,please provlde the Departrnent with a emall address whldi can be made avaflable to the public.To determine if you are a Iicensee under
aDbar 455,F.S.,please didc here.
Praduct Approval Accepts:
����
50CU1'i M6YRtfS
https://www.floridabuilding.org/pr/pr app_lst.aspx 7/30/2014
`" ` F�orida Building Code Online �Page 1 of 3
� .;�r:�
: : ' 1 � . ' • + . �
� - -
��1e�+e�+.+n.+*d( BUS Home �lap�In � User Replstradon I Hot Topks I Subml Surcharge � Stats&Fads � Publiptlore � 'FBGStaM � BCIS 5Ke MaD � Unla � Search �
�+c.rrtai w.n�n
� ���t��� y Product Approval ,
Professi ( �R:Publlc Uur
���t1�8�tOt1
�;� .Produ�Anoroval enu>product or Aonlicatlan Search> >IlppllCatlon Detall
' � FL# �1.993-R12
Applicadon Type Edltorial Change
�� Code Ver"sfon 2010
AppticaHon StaWs Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratlfied
tiy the POC andtor the Commisslon If necessary.
Comments
Airhived ❑
Product•Manufacturer inro,Inc
AddresSJPhonefEmafi ., �03 College Ave.
shen,IN 46528
. S74)535-1125
anthey@Idl.com
-Authorized 5lgnature ck Wright
� , ckw@rwbfdgconsuitants.com
Technical Representative. , � �
AddressJPhoneJEmai!
Quality Assurance Represent�tive
Address/PFione/Emaii ,
�Category ` indows
� Subcategory ingle Hung
- Campliance Method rtiflcadon Mark or Listing
Certiflcatlon Agency erican Architecttiral Manufacturers Assaci8tlon
Validaked By R an].King,P.E.
' Valfdatlan Checktlst-Hardcopy ftecelved
Referenced Standard and Year(of Standard) Ycar
� A/WDMA/CSA 101/I.5.2/A440 2005
MAJWDMA/CSA IOiJ2.S.21A444 2008
Equivatence of Product Staridards �
�; ce��ed ey �
Product Approval Method ' M od i Option A
Date Submitted ' �02 20/2014
Qate Validated `0 25/2014
Date Pendlag FBC Approvai
Date Approved 03 4/2014
5ummary of Pmducts
r....._...ii__.....n.,�a,:L,.;ya:_.. ,._�i....i_._ ....._ aa ........n._,. .,..,.—..,r_��rvn...�r►,..ni,�r�,.���rerroi ^�i�ni�ny�
Florida Building Code Online Page� of 3� � �
. . .
Limits of Use CertiFeation Agenry Certiflcate �
Approved�tor use in NVHZ:No FL993 RS1 'C.CAC 993.6 AAMA CERT:odf � •
Approyed,foc use outside HVHZ:Yes Quality Assuranee'Confract Eicpirattori Date
Irimpaet,Resistant:No 05/2072016 � �
� Desipn�Pressure:+25.0/-25.0 Installation Instructlona °
Other:See INST 993.6 for ins�Ilation instructions.(Note- FL993 Ril II INST 993.6:odf �
Glazing Shall comply with ASTM E1300-04) Verifled By: Lyndon,F.Schmtdt,P.E.43409
Created by Independent Third Party:�Yes
Evaluation Reports -
FL993 Ril AE EGaI'993:6:o8f ..
Created by Independent Thtrd Paity:.Yes
993.7 g. 18000-R VS Extruded Alum(num Vertical Sllding Wlndow"Non-Impact"
5/32°Annealed Monolithic Glass with Nail Fn-(Overall
Frame Size Max.30 x 60) ��
Limiffi of Use Certificadon Apeney Certifieate:,_
Approved tor use in HVHZ:No FL993 R11 C CAC 993 7 AAMA Ce�t odf
Approved tor use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impaet Resistant:No 10/19/2016
Desipn Pressure:+40.0/-50.0 installatlon Inatruetions
Other:See INST 993.7 for installatfon instrudions.(Note- FL993 Rii II INST 993.7.odf
Glazin II comply wfth ASTM E1300-04) Verifled By: L'yndon F.Schm(dt,P.E..43409
Created by Independent Third ParEy:Yes
Evaluetion Reports
FL993 R11 AE Eva1993.7.odf
Created by Independent Thlyd Party:Yes
993.8 h.18000-R VS Extruded Aluminum Vertical Sllding Wlndow"Non-Impact"
1/8°Mnealed Monoltthic Glass wlth Nail Fin-(Overell
� Frame Size Max.30 z 60)
�� � Certiflcation Ayency Certlflcate
for use in HVH2:No FL993 RSS C CAC 993 8 AAMA Cert ndf
ppr ed for use outside HVH2:Yes � Quality Assuranee Contrad Expt�atibn•Date
act Res(stant:No� 10/19/2016
Dcsipn Pmssuro:+40.0/-40.0 Iristaliatlon Instructions
Other:See INST 993.8 for Installation instrucdons.(Note- FL993 Rl l II In�993:8.odf
Glazing Shall comply wfth AS'fM E1300-04) VertFled By: Lyndon F:Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 RS1 AE EVAL993.8.odf
Created by Ihdepenilent"Third'Partyr:Yes
.,�.
993.9 i. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact"
3/32°Anneated Monolithic Glass with Nail Fin-(Overall
Frame S1ze Max.40 x 63)
Limib of Use Certfficatlon Apency Certifteabe
Approved for use In HVHZ:No FL993 Rii C CAC 993 9 AAMA Cert odf
Approved for use outside HVNZ:Yes Quality Assuranee Contract Explrallon Date
Impact RestetarK:No 03/23/2016
Desipn Pressure:+25.0/-25.0 Installatlon Instruetions
Other.,See INST�_993.9 for installadon instructlons.(Note- FL993 Ri 1 II INST 993.9:odf
Glazing Shall comply with ASTM E1300-04) VeriFled By: Lyndon F.Schmidt,P.E,,43409
CreateA by Independent Third Party:Yes
Evaluation Reports
FL993 Ril AE Eva1993.9.odf
Created by Independent Tfitrd Party:Yes
, Badc Nezt
SAL�gSfi::14!!North Monme Street Tallah��FL 323�Phone:850-487-1824
The State ot Florida is an AA/EEO empioyer.S�ovrlaht 2007-2013�te of FlaNda,::Privacv Statemerrt,::A[oessi6111tv Statement::R�nd�?temeM
Under Flarlda law,emall addr�sses are publk reaords.ff you do rrot waM your rmail address released In respor�se to a publk-records requesy do not send
elecOnnk matl to thls enttty.lnstead,mntad the otNCe by phone or by tradiUonal mail.It you have any questlo�,Dlease conmR 850.487.1395.'PUrsuant to
SetUon 455.275(1),flarlda StaWtes,elfeGlve October 1,2012,Ilansees IlQnse�d under ChapOer 455,F.S.must pmvide the DepartrneM with an ematl addrgs ff
they have one.The emails proWded may be used for oftidal oommunlotlon with tl�e Ilcensee.However emali addresses are publlc rewrd.I/you do not wish Oo
wpDN a personal address,please provide the DepartrneM with an email address whith on be made avaltable Oo the public.To determine K you are a Ilcensee under
Chapter 455,F.S.,please dldc he er .
Product Approval Aacepts:
����
dCGV1'i M6f'WCY
1.+4...../l.....,...11..«.�nl...:l.�:...�..«../�/«.. ..«« .7�1 ....�.�.n�...�..�.�.—.../ST.'t7Vl1��.�T..aAL'1T..1►,fOVO/ ^//'fA/11A7 A
• _ �
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� n �Qg
31.7�MAl[.OV82AL!flN W101t! �� ��F�9
v
` r 27C13 COLLEC3E AVE. ���'4Y��'��� �80�=k„y
; t3dSHEN, tN 46526
��� ���
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sF�r�s y�saoo-R vs - ;f� �g a�;���
ALUMIIVt1M VERI"IGAL % ; � � �; �
StID1NG W11dDC)W � � � � �
w/ NAILIlVG fllV 3 ��
._ � � , z Q=
"NON-IMPACT' � � ��J � 3
i � i ��
GBJH2AL NOTB � � �- � � � ��
p _...._....._.._.._._ I CI
t. This product anctwrfng drfl+hAng has bean developed in compBonce with the 2Q14 flaSda � � c� � i z
Buiid6�g Code(FECj exdud�ng the"Hlgh Velodiy Htmicane Zone'.see me certtnccanon " o ��
�8 c�� . � /,� i � �
a
� 2 Ptoduct onchors sha0 be as�tted and spaced as�rown on datolts.Andtor embedmem to � � I . 0.
base matedd shall 6�beyand waN�g,stucco,tnQm r�c��a ott�erwoe�e�. ���
� � I
� 3. Wood sa�rws shc8!�lnstailed,foQo�vltts Ir�siotaHon insftucflar�s of AN51t AF3PA Nd5 20d5.�t9
aiher fasfe�er types to be ireta0ed falowing fastener manufachner's 6LSfdation insfi�ctions, f
� 4. Fastener embedment depihs,edge distances and certer-cer�ter dtstances sha!!be as /,r/
� specified by fhe fasterrer monuFaciurar but in no instance shali ttrey be le�ihan shown h thts I i I � z
C6awPng. � �� �
� -- — — — —
S. Where�ace used,they must be a`tigtd t siitt'mate�ttsot comp�es wifh the �� �
� nsqurements of ttie 2010 FBC.
„ b. Podlive and nega�ve destgn p�sure requlre�nts for u5e with ihis�wk��be �� �
� determtned by aihers ior spec�C f obs in accobonce with me goverNng code. r�� �
" 7. 5Re conditioru not covered by ihis drawine are wbJect to twtt�er englnsedng ana�ysk, ��o �
z
� TAilE Qf CONtFat#S - "�'z �
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SHEfli DESCRII"110N �a �r*' ���;: �����%�-,��"�",� �
i i l edevaiion n 3 nerai notes �- ""'` -:� .,r�i„*'.r�w 1�";'�„;�`"�'�""•, �� v,^c�.... r � N.T.S. �
� 2 }�onta!3 Vertkxd aoss seCHont 8 b11 ot matetiag ;� '� �"" '�x v,,• �", mmc.gr: JK �
� 3 Hadaontal d verticd uass sacfbrts ond detaY .: , . '. .. . .:. •� aa er: LFS �
a a�at�me.�c+,o�$ atas^xat.a2^ ao.oa'xaa.� +40.0 -40A ��- ,�
FL-993.8 0
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� w NO DATE HORIZ NTAL dc VERTiCAI. CROSS �-7L�, ��7 f L
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� CONCREIE ANCHOR NOTES• w,�
� 1.5ubstffution oi equal concrete screws bom a different supplier may have dlfferent edge dlsfance and center dhfance requtremen}s, �
2.Concrete screw localloru a!the comers moy be:adfusted to maln}uin fhe mfnlmum edge d�stcnce to mor}ar/oln}S,If concrete screw ��
�., IocaHons nofed ar'MA)L ON CBJIER"must be adusfed to maintafn The min(mum edge duiance fo mort�Jofnh,oddiNonal concrete '
screws may be requtred to enwre Ihe mrndmum.on center dlmenslon b not exceeded. ^ Q €
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Florida Building Code Online Page 1 of 1
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Code Version 2010 FL# 15279
Application Type ALL Product Man acturer ALL
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Approved for use in HVHZ ALL Approved for se outside HVHZ ALL
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Search Results-A lications
FL# Tvoe Manufadurer Validated Bv Status
FL15279-R2 Revision Clopay Building Products Com any Gary Pfuehler Approved*
Historv Category:Exterior poors (513)519-6566
Subcategory:Sectional Exte ior poor Assemblies
*Approved by DBP0..Approvals by DBPR shall be reviewed and retifled y the POC and/or the Commission if necessary.
' ContaR Us:: Phone:850-487-1824
� The State of Florida is an Aq/EEO emptoyer ::Privacv Statement::AccessibiliN Statement::Refund Statement
Under Florida law,email addresses are public remrds.If you do n t want your e-mail address released in respanse to a public-remrds request,do nat send
electronic mail to this entity.Instead,contact the office by phone o by traditional mail.If you have any questlons,please contac[850.487.1395.•PUrsuant to
Section 455.275(1),Florida Statutes,eRective October 1,2012,Iicen es Iicensed under Chapter 455,F.S.must provide the Department with an emait address IP
they have one.The emails provided may be used for official commu iration with the Iicensee.However email addresses are public record.If you do not wish to
supply a personal address,piease provide[he Department with an em il address which can be made available to the publfc.To detertnfne if you are a Iicensee under
Chapt 455,F.S.,please click here.
P duct Approval Accepfs:
���
securi M�rn�cs
I
https://www.floridabuilding.org/pr/pr_app_lst.aspx 10/3/2014
Florida Building Code Online Page 1 of 6
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Professi I w Produd Approval
y USER:Public USer
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Product Aooroval Menu>Product or Aoolkatton Search>Apolication Llst>Applintlon Detall
FL# FL15279-R2
Application Type Revfsion
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfield @clopay.com
Authorized Signature Scott Hamflton
sha m ilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurence Representative
Address/Phone/Email
Category Exterior poors
Subcategory Sectional Exterior poor Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA Inc.-ETL/Wamock Hersey
Validated By Gary Pfuehler
� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15279 R2 Eouiv 20140603-FBC-DASMA 115 eauiv.odf
Product Approval Method Method 1 Option A
Date Submitted 05/30/2014
Date Validated 06/09/2014
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqv3vVVKJZIQ... 10/3/2014
.. ;
Florida Building Code Online Page 6 of 6
• ' Approved for use outside HVHZ:Yes of insoection.odf
Impact Resistant:N/A FL15279 R2 C CAC W4 Listina Intertek.odf
Design Pressure:+25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date
Other:The OPTIONAL glazing available for this prod ct 05/21/2028
meets the wind load requirements of the building cod but Installation Instructions
DOES NOT meet the impact resistant requirement for FL15279 R2 II 104169-RevOl.odf
windborne debris regions.The product without glazin DOES Verified By: Intertek Testing Services NA Inc.-
comply with the fmpact resistant requfrement for win borne ETL/Warnock Hersey
debris regions(ref 1609.1.4 FBC). Created by Independent Third Parly:
' Evaluation Reports
' Created by Independent Third Party:
15279.19 019 W4-16 DSIUO-iK479: nyon Double Skin Insulated PUR(exterior skin 27 ga.min.;
� Ridge%Brookstone fnterior skin 27ga.min.)with Overlay Double-Car(9'2"to
16'0"wide)WINDCODEp W4 Garage Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15279 R2 C CAC Letter with oroof of contrect and oroof
Approved for use outside HVHZ:Yes of insoection.odf
Impact Resistant:N/A FL15279 R2 C CAC W4 Listina Intertek.odf
Design Pressure:+25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date �
Other:The OPTIONAL glazing available for this prod ct OS/21/2028
meets the wind load requirements of the building cod but Installation Instructions
' DOES NOT meet the impact resistant requirement for FL15279 R2 II 104457-Rev02.odf
windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.-
comply with the impact resistant requirement for wind orne ETL/Warnock Hersey
debris regions(ref 1609.1.4 FBC). Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.20 020 W4-16 PAN-2F153: 73, 500, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)
75,190,84A,94,42,48,55, WINDCODEp W4 Garage Door
4RST,6RST,4RSF,6RSF,GD S,
GDSSV,GR5S,GRSSV,ARSS
ARSSV,EDSS,EDSSV
� imits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15279 R2 C CAC Letter with oroof of contrect and oroof
Approved for use outside HVHZ:Yes of ins�ection.odf
ImpaCt Resistant:No FL15279 R2 C CAC W4 Listinq Intertek.odf
Design Pressure:+24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date
Other:The standard glazing available for this produ 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FL15279 R2 II 101711-B-ReviS.odf
windborne debris regions. Verified By:Intertek Testing Services NA Inc.-
ETL/Warnock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Go to Page � � � � Page 1/8� �
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Gontad Us:: Phone:850-487-1824
The State of Florida is an AA/EEO employer. 2 -2 1 of ri ::Privacv Statement::Accessibilitv Statemen[::Refund Sta[ement
' Under Florida law,email addresses are public records.If you do not ant your e-mail addre5s released in response to a public-records request,do nat send
elec[ronic mail to this enUty.Instead,contact the office by phone or b [raditional mail.If you have any questions,please mntact 850.487.1395.'PUrsuant M
Sectlon 455.275(1),Florida Statutes,effect(ve October 1,2012,licens s Ilcensed under Chapter 455,F.S.must provlde the Departrnent with an emaii address if
they have one.The emails provided may be used for offidal communl tion with the licensee.However emafl addresses are public record.If you do not wish to
supply a persanal address,please provide the Department with an emall ddress which can be made available to the public.To determtne If yau are a licensee under
Chapter 5,F.S.,please dick here.
' Prod d Approval Accepts:
� � �� �
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AND STANDARD CONSTRUCT DETAIL "B"; "`""'�fQO" '�' �' 'y `� " � t.was: +ae.o rsF a�-sr.o asv
TRACK ANp JAMB DEfAILS. ��o�*� ���
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M� ��3��� T���' CLl�SSIC AND CH RP SfEE1 PAN
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a no tH•a►e.ns DOES N0T AFFECT 7HE WIND
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STANDARD�cSELIBLY CON��CIION:
� �
avrw�w�a4 use��cmn u�s a�uec DESICN LOADS:+24.0 PSF&-24.5 PSF
��k�t�c s wsmu�E aFla op wq� TEST LOADS: +38.0 PSF�-37.0 PSF
2 MNlQ4D OC2 RA4ID N ACCOImVCC tIM IEC/��'
n�w�ooa�.tuoar ear�N cww�c �'O � MPC: PAN-2F153 ���� ���
���������� W4 16'0'W x 18'0'H
oF nc rta��n�a ooa[aa�+mancwa
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G1 PE/IMY3. COR1 h (5N 13N77�o-484 OD JAC auvac N�acn� ypp
P.E/2Tb.lt,
PF. tets p,P,�,a�pwatw��u raom.r�.wa. acei¢e sn� B 101711 IB(:
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�I po�p��a BCIS Home � Log In � User ReplSVadon � Hat TaD��s � Sub Ik Surcharge � Sta�&Facts � Publfptlons � FBC Stati� BCIS Stte MaD � Lfni6 � Search �
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� Aroduct Aoorovai Menu>Pradud or Aontiptlon Search>Apptt� on Ust
� Seareh Cri#�ria Refine Search
Code Verslon 2Q20 FL# 15279
Appllcation Type ALL Product M nufadurer ALL
Category ALL Subcateg A!L
Apptication Status ACL Complian Metfiod All
Qualfty Assurance Entity ALL Quality urance Entity Contract Expired ALL
Product Model,Number or Name ALL Product D scripttan A[L
Approved for use in MVHZ ALL Approved r use outside HVNZ ALL
Impact Resfstant ALL Destgn Pre sure ALL
Other Ati_
Search Results-A Itcations
F� Ty_p� Manufacturer Validated Bv �WEus
FL15279-I�� Revlsion Clopay Building Products Co pany Gary Pfuehler Approved*
isto Category:FacteNor poors (513}529-6566
Subc�teQary:Sectional erior poor Assembtles
'ApOroved by DBPR.Approvals by DBPR shall be reviewed and 2tifi by the POC and/or the Commisslon i!necessary.
,�pj3gJjg:: Phone:BS(�-487-182A
The State of Flortda is an AA+EEO emptoyer. - ::}+rivacv Statement;:6�Qo���,��:�Il�::ttPfiinef ct,tame�,r
Under FloHda law,emall addrPSSeS are publk remrds.IC you do want your rmall address released in resppnse to a publk-records request,da not send
eletbonic mail[o tfits entity.Instead,co�et fhe oftice 15y phone r by tradidonal mafl.If you Aave any questlon5,please contact 850.487.3395.*Pursuant to
Sectbo 455.275(1),Florida StatuCes,eHeRNe Odober 1,2012,I nsees Ilcensed unCer Chap�r 455,F.S.must provlde the OepartmeM wlth art emal!address If
they have one.The emails pmvlded may be used ier oNtda!co nicatioo wit3r tlse ltcensee.Hawever ema€i addresses are pablic reoord.Zt you do noY wfsh to
suppty a peesonai address,piease provtde the Departrnent witlt an if address which wn be made avatlabie to tha pub�ic.To detertnine If you are a�ICenseg under
Cha r 455,F.S.,please dick haro.
P uetApprova!Aaeaptce
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F�Q(��(�(�ltd BCIS Home � Log In � User Repistratlon � Hot Topics � Sub it Surcharge � Stats&Facts � Pu611catlons � FBC Staff � BCLS Slte MaD � �� � Search �
Busines
Professi I Product Approval
USER:Public User
Regulation -�
Product Aonroval Menu>Product or Aonlication Search> I Li >Appllotlon Defall
� ,,�.� �# R15279-R2
Applicadon Type Revisfon
Code Verston 2010
' Applicatlon Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratlfled
by the POC and/or the Commission If necessary.
Comments
Archived ❑
ProduCt Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfield@clopay.com
Authorized Slgnature Scott Hamilton
shamilton@clopay.com
Technical Representadve
Address/Phone/Emafl
Quality Assurance Representative
Address/Phone/Email
Category erior poors
Subcategory ectional Exterior poor Assemblies
Compliance Method rtiflcatlon Mark or Listing
Certification Agency tertek Tesdng Services NA Inc.-ETL/Wamock Hersey
Valfdated By ary Pfuehler
Valfdation Checkllst-Hardcopy Received
Referenced Standard and Year(of SWndard) Year
NSI/DASMA 106 2005
NSI/DASMA 115 2005
STM E1886 2pp2
E1996 2002
M E330 2002
Equivalence of Produd Standards
Certified By Fl rida Ucensed Professional Engineer or Architect
1527 R2 E uiv 20140603-FBC-DASMA 115 e uiv. df
Product Approval Method M od 1 Optlon A
Date Submitted 05 30/2014
Date Validated 06 09/2014
https://www.floridabuilding.org/pr/pr app_dtl.aspx?p am=wGEVXQwtDqv3yWKJZ1Q... 8/20/2014
r�ancta tswid�ng t;ode Unline Page 4 af 6*
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� � Des(pn Pressure:+28 PSF/-29 PSF Quality Assurance Cantract Expiratlon Date
Other:The standard glazing available for this product 05/21(2028 , "
meets the w�nd toad requlrements of the buildtng code but Installatton Instrecctians `
DOES N07 meet the impact resistant requirement for FI 7 5�74 a� rI 103969-e-Rev02 odf
windborne debris regions. Verlfled By:Intertek Testing Services NA Inc.-
ETUWamock Hersey
Created by Independent Third Party:
Evaluation Reports
Created by Indepe�dent Thlyd Party:
15279.10 010 W4-49 DSIU-iF171:4200, Double-skin Insulated PUR(e�ckerior skin 27 ga.min.;
9201,9203,HDP2Q,HDPF20, inte�or skin 27 ga.min.�Single-Car(up to 9'0"wide)
NDPL2Q,7200,7201,7203,8200, WINDCOBEC�W4 Garage Doar
8201,8203
Limits ot Use Certif�cation AQency Certificate
Approved for use in HVHZ:No FliS 74 R2 C CAC �etter with oroaf of contract and oroof
Approved for usa�outside HVHZ:Yes of insnaction.odf
2mpactResistant:N/A FL152,�9 R2 C CAC W4 Listina Intertek.odf
Des[9n Pressure:+28 PSFf-29 PSF Qualityr Assarance Cantraet Expiration Date
Other:The OPTIONAL giazirsg avafiabte for tfiis product 05/22/2028
meets the wind load requfrements of the bullding code but InsEallat(on Instructians
DOES NOT meet the Impact resistant reqvirement for FLi5279 R2 II 104183-Rev02.pdf
windbome debris regions.The product wlthout glazing DOES Vetifted By:Intertek TestFng Servlces!VA Inc.-
cumply with the impad reslstant repufrement for windbome ETL/Wamock Hersey
debris regians(ref 1609.1.4 FBC). Created by Independent Third Party:
Evatuatian Reparts
Created by Independent Third Party:
25279.21 011 W4-49 DSIUO-iK479:Canyon Doubte Skln InsulaEed PUR{exter�or skin 27 ga.min.,
Ridgej8raakstone tnterior skin 2�ga.min.)with Overlay Singie-Car(up to 9'0°
wide)WINDCODE�W4 Garege Door
Limits of tJse Certification Apency Cartiflcate
Approved for use in HVHZ:No FL15279 R2 C CAC Letter wikh oroof af contract and aroof
Approved for use outside HVH2:Yes of Inspect(on.pdf
Impact Resistant:NjA FL25279 R2 C CAC W4 Listino Intertek.odf
Desipn f►re�sure:+28 PSFJ-29 PSF Quality Assuraaee Caetraet Eupiration date
Other:The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation 2nstructions
Dt3�S NOT meet the impact resiskant reqnirement for FL152?9 R2 II f04456-Rev0l.pdf
windborne debris regions.The product without giazing DOES Verified By: Inkertek Testing Services NA Inc.-
co Impact resistant requfrement for windborne EfL/Warnodc Hersey
{re D9.2.4 FBC}. Created by Fndependent Thlsd Party:
6valoation Reports
Created by Independent Third Party:
25274.22 12 W4-09 PAN-2F152:73,1564, Steel Pan(min.25 9a.}Single-Car(up to 9'0"wide}
5,190,64A,94,76,42,48,55, WINDCODEO W4 Garage Door
42B,486,55S,4RST,6R5T,4RSF,
6RSF,2RST,GDSS,GD55V,GRSS,
GRSSV,ARSS,AR55V,EDSS,
EDSSV
Limi#s a€Use Certif�eadon 11Qeney Ceetifieste
Approved for use In HVH2:No FL15279_R2 C CAC Letter with oroof 4f contract and oroof
Approved fer use autSide HVHZ:Yes of inso��ion.odf
Impaet RCSistant.No F�i52?9 R2 C CAC W listt�q Intertek.odf
Desipe Pre:4suro:+25 PSFJ-32 PSF Quattty Assuranee Contract E�cpiratian Date
Other:The standard glazing available for thls product 05/21/2028
meets the wind load requirements of the building code but Insta!lation Iestruetians
DOES NOT meet#he Impac#reslstant requlrement for Ft15274 R2 II 30di59-B-Revl6.odf
windbome deb�is regions. Verifled 9y:Intertek Testing Services NA Inc.-
Efl/Wamock Hersey
Created by Independent Third Patty:
Evaivation Reports
Created by Independent 7hird Party:
25279.13 813 W4-49 PAN-2F441:64S,GS4, Gailery/ArtistryjExpressions:Steet Pan(rnin.24 ga.)Singie-
G4L,GL4,GD45,GD4l.,GR4S, Car(up ta 9'0"wide)WINDCODE(�1 W4 Garage Door
GR4l.,G4SV,GS4V,G4LV,GL4V,
GD4SV,GD4GV,GR4SV,GR4�V,
E4S,E4L,E04S,ED4L,E4SV,E4LV,
ED4SV,ED4LV,SS4,SL4,AR45,
AR4l.r SS4V�Sl4VJ AR4SVr AR4LV
Limits of Use Certiflcatton Aqency Certificate
Appraved far use in HVH2:No FL15279 R2 C CAC Le,�er with oroof of cantrect and oroof
Approved for use ouiside HYHZ:Yes of insaectian.odf
Impaet Reststant:NO FLI5279 R2 C CAC W4 Listino Intertek,pdf
Desipn Pressure:+25 PSF/-32 PSF Quality Assurance Contract Facpiration Dabe
Other:The standard glazing availabte for this product QSl22(2028
meets the wlnd toad requ€rements of th8 building code but Instailatfon InstructPans
DOES NOT meet the tmpact resistant requfrement for F�15279 R2 II 103486-B-Rev08:pdf
windborne debris regions. Verified By:Intertek Testing Services NA Inc.-
https:llwww.floridabuilding.arg/prJpr app_dtl.aspx?param=wGEVXQwtDqv3yWKJZIQ... $/20I2014
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w�v� t�r s
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■-�DEL�IF S•FU1SH 1� 16v'� to 11 08/OB/OB Appm N/N 428.4BB. SSS
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IvD[LS ES�1 eS G�DS 2!'Gn ES c�DS 13 12/2009 ADDED 'CARRWGE HOUSE' EMBOSS DOORS.
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18 04/2012 ADDED IMPACT RESISTANf OPfION.
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AND STANDARD CONSTRUCT DETAIL "B"; 'E""'�'M°O1 $' �* a' u' �0' CE4CM IMDS:+10.0 PSF!-]7,p p,S,P, �
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Prafessi � h Product Approval
USER:Publlc User
Regulation
�� Product Aouroval Menu>Product or Aooll[atton Search>Appllcatlon Ust
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� Code Versfon 2010 FL# 15515
Appliwtlon Type ALL Praduct Manuf cturer ALL
Category Atl. Subcategory Att
Appllcadon Status ALL Compliance Me hod ALL
Qualtty Assurance Entity ALL Qualtty Assura e Entity Contract Explred At1
Product Niadei,Number or Name At! Froduct Descrip on Atl
', Approved for use in HVHZ ALL Approved for u outside HVHZ ALL
Impact Resistant ALL DesigR PreSS� Aii
Other ALL
Seatcb Resu!#st-A ticatlaas
LF� Tvpe Manufacturer V ' te Status
LiF 5515 New Euterior Portfolto,L1.0 Lui R.lomas P.E. Approved
Cat�epary:Panei Waits {33 )945-9695
Subcatepary:Siding
*Appmvetl by DBPR.Approvats by DBPR shall De revlewe0 and ratlfled by e POC anQ/or the Commisslon H necessary.
j',pp�:; pdytte:850-4$7-1824
The State of florida ls an AA/SO empioyer. ::edvacv Statement::B07E��1�IIf�LS�L::�!i+d stat?-rt!errc
Under Florlda Ww,emall addnesses are publlc reaords.If you da not aM your e-mall address released In rgponse Qo a publk-reaords request,do ript send
etechanlc mal!L�thls entiiy.Instwd,aontrct the oftice bY D�e or b trad3tbret malL If you have anY Q��tions,F1���bct 85Q.487.i345.'Furs�nt W
Sectton 455.275(i},Ftorida 5tatu�,etlective t�aher 2,2012,ttcen licersed ander thapier 455,F.S.meut pmvtde the Depakment wftfi an emaii address N
they have one.The emaits provided may be used for oRictal oammuN tlon wfth the Ikensee.However emall addre5se5 are publk reaord.]f you Eo not wish ta
suDPh a personal address,please pmvlde the Depar4meM wfth an emall dress whidf can be made avallable to the publk.Ta determine If you are a Ilcensee under
ChePter 1 S.F.S.,PleasC dldc j�.
Prad Approvat Jlac�t8:
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http://www.floridabuilding.arg/pr/pr app lst.aspx 3/1 Q/2014 �
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15525.i6 DSDCG NORIZONTAL DOlJBLE 5"DUTC#i LAP " `_.>
Limi#s of Use InstallatianInstrud(ons � ��
Approved fo se in HYHZ:No FL15515 RO II ESR-SQS,�.Ddf
Appraved r use outsFde NYHZ:Yes ��35515 RO II S�DING.dNSTAl3ATION.ndf
Impa esistant:No FL15515 RO II VINYL SIDING INSTALLATION.odf
n Pressurc:++/-89 VeNfied By:ICC Evaluation Service,LLC
Other: Created by Irtdepeadent Thlyd Party.
Evalnation Repoits
FL15515„�t0 AE ESR-1083.odf
I5515.17 055TD NORIZONTAL DOU6LE 5"
L(mits of Use Installation Instructions
Approved fot nse in HYHZ.No �Li5515 RO II ESR-1483.bdf
Approved tor use outside HVHZ:Yes Fj.15515 RD II STDING IIVSTALLRTION.o,Qf
Impact Resistanh No �15515 RO II VI�VYL SIDING INSTALLAT ON.od�
Desip�Pressurc:++/-77 Verlfred By:ICC Evaluation Service,L!C
Other: Created by Independent Thlyd Party:
Evaluatlon Reparts
F�15515 RO !1E ESR-1083.pdf
15515.18 D616IP HQRIZON7'AL DOUBLE 6"WIRE CU'i'FOAM
Ltmfts o!Use � Insta!lation Instraetions
Approved tor ase in NVH2:No �L15515_Rd II ESR-YU83.pdf
Approved far ure outside HVHZ:Yes F1.35515 �t0 II SIDING INSTALL.({�`ION.odf
Impacf ResistaM:No EL15515 RO II VINYL SIDING INSTALLATIQN.odf
Oesfprt Pres;sarec++j-65 VerlSed By:ICC EvaluaUOn Servtce,LLC
8ther. Created by Independent 7'hird Party:
Evaluatinn Reports
FL_15515 RO AE ESR-24$3.Qdf
15515.19 D6IP HORIZON?'AL DOUBLE 6"UVIRE CUT FOAM
Lhr�Ets of Use Installatian Insbvctians
Approved far use in HYH2:No FL15535 RO II ESR=1083.ndf
dlppraved tor ose outside HVHZ:Yes �L15515 RO II SIDING�INSTALLATION.odf
Impact Res#stant:No FL35515 RQ IF VI,,�YL SIDING INSTALIAT�ON.odf
Design Pressure:+�J-65 Verified By:ICC Evatuattan Service,LtC
Other: Greated by Independent Third Party:
Evalustion Reports
F�15515 RQ AE ESR-iQ83.�df
15515.2Q DLSBP HORIZONTAL DOUBI.E 5"DUTCH LAP
Limits of tlse Insta�latio»Instructians
Approved for use in HYHZ:Na FLiS515 RO II ESR-1083.p,Qf
Approved for use outstde HYHZ:Yes FL15515 RQ II SIb�NG INSTALLA7ION.odf
Zn�pBC#Resi9tat�t:No FLi5515 RO II VINYI SIDt�lG INSTAILATIOfti.odf
Deslgn Pressure:++/-89 Verified By:ICC Evaluatlon Service,LLC ,
Othar: Created by Independent Third Party:
Evatuatlon Reports
FLS5515 i26 AE ESR-1083.pdf
Go to Page � � � o Page f/2 Q �
Back Ne�R
eontau us::�44Q North Monroe Street.Tallahassee Ft 32394 Phone:850-487-1824 ,
The State nf FloHtla is an AA/EEO emptoyer.CernmaM 20DZ;,�13 State of Florida.::Privacv 5tateme�t::AccessipiiKv Statement::gefund Statement
Under Fiprlda law,emall addresses are public remrds.If you do not waM your e-mall address released In response bo a publirrcoords request,do�ot Send
etettroDiC mal to tMs entlty.IifStead,cotrtact tite oflqte by pfqtt¢Oi by trddltional mdil.If you fidv¢eny que5ilorg,pIC358 conbtt 554.-0$7.3395.�PUt5tt2M to
Sectton 455.275{i),fiortda StaWt�,elteClve QGOber i,2612,Iicensees Ilcensed under Chapt�r 455,F.S.must provide the Departrrient with an emaii address tf
Mey have one.The emails provided may be used for alfidal communlcatlun with the Ilpensee.However emall addresse.s are pubik reoord.If you Oo not wfsh to
supply a personal address,D�ease Ww�de the Departrnent wlth an email adGress whkh can be made avallabM to the pubtic.To determtne if you are a Iicensee under
Chapter455,F.S.,piease didc�..
Pr+odnct MProrraT Accep#s;
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� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pazam=wGEVXQwtDqvKmG►d10UtOt... 3/10/2014
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Regulation .
� produR Aanroval Menu>Product or Aooliqtion Search> li f t a qppllcatlon Deteil
� F1# 15515
Applicatfan Type N w
Code Velsion 2 30
Applicatian Status roved
Comments
Archived ❑
Produd Manufacturer E erior Portfolto,LLC
AddressJPhoneJEmai! 2 1 Universat Road
Co mbus,OH 43216
. (6 )754-34$8
oIv yp(�ggt.com
Authorized Signature Lui lomas
rtla as��rlomaspe.com
Technfcat Representative
Address/Phone/Email
Quatity Assurarice Representative
Address/Phone/Emafl
Category Pan I Walls
Subcategory Sidi g
Carnpl(ance Method Eval ation Report from a Product Evaluation Entlry
Evaluation Entity ICC valuation Service,L1C
Quality Assurance EnUty Arthi eCtura!Testing,Inc.
Quality Assurance Contract Expiration Date 12j3 j2014
Validated By Luis .Lomas P.E.
C� Y lidation Checktlst-Hardcopy Recetved
Certificate of Independence �L15 15 RO CQI COI. df
Referenced Standard and Year(of Standardj Year
AST D3674 20d6
Equivalence of Product Standards
CertiRed By
Sect�ons from the Code
Produd Appruval Method Metho 1 Option C
Date Submitted 04/26/ 012
Date Valideted 05J03J 012
Date Pending FBC Approval OS/OB/ 012
Date Approved 06/11/ Q12
hrip://www.floridabuilding.org/pr/pr app dtl.aspx?param GEVXQwtDqvKmQdlOUtQt... 3/lp/2014
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PERFORMU�NCE SIDINCs
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Fastener Choices
When choosing a fasfener for CraneBoard Siding p ducfs, Crane Performance Siding recommends
that first,you check with local building code officials ar possible requirements. ln lieu of special code
requirements, Crane Performance Siding recomme ds fhe following;
Nails:
* Nails should be a min�mum af 2 l"in tength nd abte ta pene#rate not
less#han'/"into framing or furring.
• Nai! is to be made of galvanized stee! or othe corrosian resistant materia!and should have a
head of at teast�l�s°in diameter and a shank of l".
Screws:
• Screws rrtust not inhibi#the expansion and co tractian af the panet{s}. Screws should be able
to penetrate not less than�/° into framing ar f rring and should be:
• Size#8, truss head or pan head.
� • Corrosion-resistant, self-tapping sheet metal type. �
Staples:
� Staples must not inhibit the expansion and co traction of ths pane!{s}and must be:
• not less than 16 gauge semi-flattened an eliiptical cross-section.
• a minimum o€�/as° crown, 1 9/" in leng and able ta penetrate not less than�l° into
ftaming ar furring.
Wal! Prepara#ion
New Construction
• CraneBoard must be installed over rigid sheathing. Consult local building cades far
specific sheathing requirements. Crane aard shou#d never be appiied directly to studs
without sheathing.
Residing
• CraneBoard is designed to be installed irectly over existing siding without the need for
additiona!wa!!leveling underlayments p ouiding the existing siding is not extremely
uneven such as spiit cedar shake siding. In these situatians, it is advisable to first
remove the existing siding before installi g CraneBoard. Note that CraneBoard must
not be applied directly to studs withazrt ri id sheathing. tf, after removing the existing
siding, there is na sheathing, sheathing ust be applied. Consul#local building codes
for specific sheathing requiremen#s.
• it is impartant to nai!dawn loase boards f existing siding, and replace any ratten anes.
• Scrape off loose caulk and re-caulk arou d doars,windows and other areas to resist
moisfure penetration.
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1.1 SECTfON iNCLUDES
A unyf siding. . -
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4.3 F�EFERENCES �";��
A. AS''TM D 256-Test Melhod fi�DetenNMn�th�Pe�ndul�m lmpsct RestsEanoe af
No�dtsd Spedm�af�'{estics. '
B. 1AS'�74�D 635-Test Method farr Rebe�of 8umir�endJ�Cr E�dent a�d Tin�e of Bum�g
of Seif-Supporfed Plas#ics p��Hori�onte�Po�fton.
C. 113TM D 63B-Te�.Me�hod f�►r Ten�tb Pto�t�lea o�'Pfealtc�.
D. AS�"M D 69i8-T�st Method far pe4lecNort T�p��f Pls�.Under Fleztrrat
l�d. � . •
E. AST'1►+9 D 696-T�t M�fhod tor Coellident af t.inear�Expanerlon of Pt�cs.
;,;.
F. AS71M�i D 19�9-Teat Me�had f�ar Igntdon Pcoperlle's af Pfa�t+Ca.
G. AST14!D 28�3-Test Melhc�d fo�Densf�y df�tiitok�e f�am lt�e&mtnQ or
. Oeodtr��awtifJott ot P�. . �
M. �187iI.A p�679�-$pei�flca�on for Rt�ici`ixbly Vinyil�iitcrri�e��i?VCj;51dNt�.
. �
i. ASTM D 4226-Te�t AAeihods far Im�ad�R�noe af�td I�YptY VMy!q�a�rtde
{P'{t'C��g P�oduds. �
J. ASTM E�4-Teat Melhod for Surfatae Bum�C#w�berMdca af 8t�dirt�Matsriala.
K. ASTM C 2�2—Tast INethod fcr W��r Ab�arp�on ot Cot�e M�ebe�irar Stru�Eur�l
_ Smndwici'�Comtrtrcilon.
L. ASTM C 303—Test Method for D(mer�sdons and DernsNy of P�rfonn�d H�Odc Type
Thenna!ltisuletion.
�� M. AST!►�T C 578—Siancf�rd Sp�cit�c�tia�n for RiBid,CeHular Paiystyrene Thertnai '
fnsut�tlan.
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