HomeMy WebLinkAbout17-18930 � � CITY OF ZEPHYRHILLS I�
5335-8TH STREET
(813)780-0020 18930
BUILDING PERMIT
PERMIT INFORMATION �LOCATION INFORMATION
Permit Number: 18930 Address: 39542 VALDERRAMA LN LT 218
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
� Improv. Cost: 23,000.00 OWNER INFORMATION
Date Issued: 10/13/2017 Name: NHC-FL 115 LLC (hobbs)
Total Fees: 345.00 Address: 6991 E CAMELBACK RD STE B310
Amount Paid: 345.00 SCOTTSDALE, AZ. 85251
Date Paid: 10/13/2017 Phone: (641)371-8004
Work Desc: RM ADDITION&WOOD DECKON EXISTING CONCRETE
CONTRACTOR S APPLICATION FEES
SUNSTATE ALUMINUM INC BUILDING FEE 225.00
HOMEOWNER ELECTRICAL FEE 60.00
BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 60.00
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Ins ections Re uire
FOOTER 2ND ROUGH PLUMB MISC INS LATI N CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement." I
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CON OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION I�
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a�s-�eo-oozo City of Zephyrhilis Permit Application Fax-813-780-0027
Building Department
Date Received � Phone Contact for Permitting U�j �� - S��l
OwnersName G" ��G �/" /� OwrierPhoneNumber ���' '�v� j
cOwnersAddress oZ�/77 /�?H G���2 �a OwnerPhoneNumber
WV��,�IL r n'1� �. �
Fee Simple Titleholder Name Owner Phone Number
Fee Simpie TitleholderAddress
JOB ADDRESS �� � �✓� �1'L GL �'r r h i (S � 3 3 z`� LOT# a�
SUBDIVISION �f,'PST<< ✓�t�.S PARCEL ID# � 01 "°2� -�/�u� ����'� + ��` v
(OBTAINED FROM PROPERTY TAX NOTIC�
WORK PROPOSED �NEw CONsiR e ADDfALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q 1 n�`'�
r /� �UVOc� c1 eC� i S
DESCRIPTION OF WORK C�! �(dYL�/�I Pl.�/ WOD� �GI� ��L L K.�S�i kS Cvk �� 3�(x/�
�t e r etc:s��K,$
BUILDING SIZE oZ �2] SQ FOOTAGE 3U U HEIGHT � /'da�F
TITrT!"[TTrrrTl"7Tr1�1'7Tr1�TrTS�TT�TT[�TITI�TT�TI"ITl"t�r1TT1"IT
QBUILDING �3�UV•U f� VALUATIONOFTOTALCONSTRUCTION
QELECTRICAL $ AMP SERVICE Q' PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ •���` � /]
� � 2��,��e �sf���CJ�
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���ef� fj
W`�""'� �'�v-
QGAS Q ROOFING Q SPECIALTY 0 OTHER „ ,�r��--
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO L
I �.,-r�.......rT......rr::.;T:-r�.�....r...r._._...r�:,.,r..rr.�....r...r._...r � � ��'�`-�'� C�'
BUILDER /�✓ �COMPANY UnS�a�P lLL Id�l M(.� �"`V �
SIGNATURE � �a/ REGISTERED Y/ N FEECURREA Y/N
Address S�� •���N /�d' � � 3 3 d` ucense# �/�-��Sb�`7
� �
ELECTRICIAN, ' ��OMPANY � � -�
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address C( � { �, !� 4 � -�1.7 IIS��S°/d--�Icense#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address c� License#
�. ! �y
" MECHANICAL /��/ �� COMPANY /I/`S // /C'
SIGNATURE y/ REGISTERE� Y/ N FEE CURREt� Y/N
Address
� .y � /��3 � '�y� ucense# �/9' � 3
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address Llcense#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new consWction,
Minfmum ten(10)working days after submittal date. Required onsite,ConsWction Plans,Stortnwater Plans w/Slit Fence installed,
Sanitary Facllitfes 8 7 dumpster,Site Work Permit for subdivislonsAarge projects
COMMERCIAL Attach(2)complete sets of Bufiding Plans plus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new constructfon.
Minimum ten(10)working days after submittal dale. Requfred onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for ail new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Englneered Pians.
• ""PROPER7Y SURVEY requfred for all NEW construction.
-a-1--F�E-a-f-1--I-f-i-1-E-1-I--4-1-�f-1-1--1-1--I--1-4.1-1-1+1--f-f-4-f-t--t-4-i-�i-4-I�-t.-F-I.d�-1--Ft--Fi-f�-1-4-F-1-F-t-t-.I--{-i�-I-1--t-1-
Dlrections:
Fill out application completely. '
Owner 8 Contractor sign back of appifcaGon,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from ovmer aulhorizing same
' OVER THE COUNTER PERMITTING -(copy of contract required) "�- � - �-� -
Reroofs if shingles' Sewers .Service Upgrades A/C Fences(PIoVSurvey/Footage) , ,
, � i -`
Driveways-Not over Counter if on'public roadways..needs ROW � -
+ ' � - , ' , ' ' , , I
� . .. � . • i. , � - -_.. � �
NOTICE OF DEED RESTRfCTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes resporisibility 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 Gcensed as required by law, both the owner and contractor 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 Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES 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 is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a°certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County WatedSewer Impact
fees are due,fhey must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Fiorida 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—Homeowner's
Protection Guide°prepared by the Florida Department of Agriculture and Consumer Affairs. 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 fo commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and instailation 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 regufating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department,of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & 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 fill 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 professional 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 wall
construction,I certify that fiil 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 adve�sely 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 application,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 included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
I set aside any provisions of the technical codes,nor shall issuance of a permif 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 permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months afte�the fime the work is cominenced. An extension
may be requested, in writing,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.117.0 .. ��/ �`�/��
OWNER OR AGENT CONTRACTOR-���_/
Sub cribed and sworn,to/(or affirmed be ore me this Subscribed and sworn to r affirmed)before me this
lD I by K 14-`I�bM ✓YYL S v 3 { by F"�'ti�.I Y�v �
Who is/are personaliv no�,n to e or has/have produced Who(s/are personallv known to me r has/have produced
as identification. as identificalion.
Notary Public Notary Publfc
Commission No. �I— ��3�{'L-"! Commission No. F�O ( .3�P-/ �•
NA�nCc,1 .� (�rUDI�� 1��1P.�./ .S�roo���
Name of Notary type ,printed
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NOTICE OF COMMENCEMENT� FBC Plans
�a�ae &Engineering• _
� 'ty ` Duilding ' �2'�tt Staflon Dr.
State of /���c�� Coun of �s.� � u���o�
' de , ZePhyfhitlS,R 33542
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following:information is provided in
this Notice of Commencement: ' - -
1. Description of Property: Parcel No. �y�G-�/ - c?�d b- �d�d c� �- bc�5' (�
.��9.��/a. (��r'/o�P�r�,C, Z r.-.D _".�tr �r;lrs �i. 33,rvd..
(Lega1 descriptiori of the prope�treet address if available)
2. General Description of Improvement .��h� l���i�iQ n -/'l�r,� urb S c� c�e��. ��,
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllll111111llllllllil-
� 2037157308
3. Owner Information: Name ��y �Uv�b I�s � �l�C, !=� /G S"L�G
Address a 7��� ��iw�/i H � � City <�����l� f-�e/rf State j'l`1.1- �lc?d�s
Interest in Property: �G�h��S
�Rcpl:1899678 Rec: 10.00 � '
Name of Fee Sim le Titleholder: �s: 0.00 IT: 0.00
P � 10/06/2017 K. R. M., Dply Clerk
(If other than owner) - --- —.___. __ .___._
• --�-- .- � L U �' YR'
Address City State � "� w � cr�O W �
4. Contractor:Name �u4 S�� ���-c ctc�rc u r.�� � � � � J O �
�. � o � w `" � w
Address Lo�S-y �`5�• ��� � City�,/'� c`��s State � 3 ry k � � s z J � o
' � � � o � O
I 5. Surety:Name � = O o � �
Address Ci ty State � r o � � �
I PRULR S 0'NEIL,Ph.D.PA5C0 CLERK & COMPTROLLES � F-' I- J � U�
� Amount of Bond: $ 10/06/2017 11:21am 1 of 1 C] � U 00 p-�_
OR BK 9615 P� 6�9 � 1—�-- � d � O .J
6. Lender:Name � w o o } o ?
I . Uv � O
Address Ci State � �
� tY o 0
0
ca �— z � �n cn
. . . . . � c�
7. Persons wrthm the State of Flonda designated by Owner upon whom notices or other � `n w J '-"�' �
documents ma be served as rovided b Section 713.13 1 a 7 ,Florida Statutes: `F' `� z '
Y P Y � ) � ) � ) � = � z �=. Q r
ss� E-- �- o � a m
Name
�°� �e � �
Address City State �� � • �
8. In addition to himself,Owner designates ��� ' ���'���� � ��
� • � t�\\'�% � � �
of to receive a copy of the Lienor s Notice as ��• :°r � .� � �
provided in Section 713.13 (1) (b),Florida Statutes. � , - . � �
� � ,;_ ,
9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date �� ,� �
of recording unless a different date is specified.) �� � �
�� � �
Signature of Owner: `.:
Swom to and subsc 'bed before me this�day of ���,�E1L ,20�.
Notary Publi •, � /.����/'�
My Commission Expires: �P o7l0- D�D ,o;iN���"',,, SNIROfN K OEL.COTTO
commh�ion s FF 8o03Bt' �
PC93053048/A �+;;�4 •`Mp.Comr'm.�!cma�un 26.2020
� BaadlOtAron�HltbnllNoUryAnn.
FiOR'd�?,�l�3I�ILf7(tUt'a C��3F,�Rlg'6�C'�ICt3111;5�R�(,4TIC21L� °
`- �es6e�ea��i�l��a�tdin,g�'�ermal�r�uelop�Ap�raach B
��3F8M�4�D2-�U�@4 Ciitaaaf���n�L� 0
Sc,ope:Compliance tivith Section R402.'1.1 of the Florida'Building Code,Eii2rgy Canservafion,shall be demanstrated by#tie use of Form RA02 �
�for single-�nd multipie-fiamily residences of three stories or iess in heighi,-additions to existing residenfial buildings,altera6ons,renoVatiorls, �
and buiiding systems.in existing buifdings,as appiica6le.To comply,a building musY rriest or exceed a11 af ihe gnergy ef(iciency requireti�erits fl
on Tabis R402A and�II applicabl�mand�tnry requiremeht�summarizad in Tabie R�02B of this form.If a�buildi�g does no�comply with this �
m�thod,o�bythe 1JA Alternatiye methbd,it may sti(I.comply under Sect+an R4Q5 z�f the Florie7a 8uilding Code,Enargy Gohse7vatiah.
PROJECT P�AME: / D�GS R A�m /aD�ITI DN eu�c.o�R:SGc.rr 5 7La.�G ��l�c�+�i�K+�-- �
a�i�i�ovRess: 395'�a V'�-lder�ma-
owr��R: a es¢c� Ociks, Laf �2�8 PERMITCItdGOFFlCE: C'��y �F Zc�ti y�ti,'l1s 9
� � / / 2 �
���hy/ �hii�s, F/, a3.s�a ��,��S���T�����;�,eE�:. �<G�
G/'e (TbdOs PERMIT t�UMBfA: `��t]� �
General Instructions: �
i.Fi31 in ail ihe applicabie spa�es af the"To Be Instalied'•'co[umn nn Table R�02A with Yhe irrfnrmation requested.Ai1"To Be insfalled"v.ali�es'rnusY kie Q
equa7 fo o�more efficien4�than the tequired levels. � �
2.�omplefe page 1 based o�t t6e""To B@ lnstaited"�olumn lnforrnafion.
3.Read fhe rei�oirements of 7able R4026 and check each tiox:tb iridicate your intQnt io canply with ati applicabte items. Q
4.FCead,5ign and dafe ihe"Prepared Sy"certification staieineni,at ihe 6of#om o;page'1.The owner or owner's agent rriust aiso sign and iiale'thQ�orm. �
1. New consY'ruo4icinj additiciri,oi'existing buiiding �� , . . . ➢
2. Singte-family detached or muit3ple-family a43ached 2. n ,... �
3. i�muttip3e-fainiiy!numher of units cuvered by ehis submis'stun 3. ^ ➢
9. ls this a wnrst case?�yes/no) 4. �
5. Conditionei3'f)oor arsa(sc�.#i.) S. c�l�� S�• � ._.._ �
S. 11Vir�clows,lype and area _ Q
a) U:factor, 6a. _• �S m(n•
b} Solar Heai Gain"Coefiicieni(SI-IGC) 6b. • aJr /�%►�. „„, Q
cj A��a sa. lpD S • - Jl
�� 7. 'SkyEights Q
a) U-factor. 7a- �
b) Solar Heat�ain Goeffiicient{SHGG} 7b. N• �' �fl
8. Ftoor type;area or perimQ4er,and irasulaiion: �
a) Slab�bn-gracl'e.(A-value) 8a.
bj b11GOd,rats.ed(.R-val�e) a5. 3G�St. � -!3 �
�c) Wood,cbmmon(R-value) 8c. ,.,__..._ �
8) Concrete,raised(R-value) 8d. �
�) Concrete;cominon{F�val�ie) IIe. _�_,.,
�J. Ntail Yype and insulaYionc �
a} Exterio� Y, Wbod frame(!n'sulation R-va[ue) gai. 31�.7•��'��-I 3 Q
2. tvtasonry(ir,sulation�,-va(ue) 9a2. �
b) Adjacenl 1, 4Yood fratne{1nsulatian R�vaiu�� 9b2. _�o ��/� ,�,,._
�=-----
2. �Nta�onry;i�sulalioi;l�-valuea Sb2. Q
10. Ce�iling type artd insutaYiah � �
aj Attic'(Insulation R-value) 1Da.
b) SIngIQ assemb!y(insuiafian R vafue) i0b. �DOS�k'• 3� .. �
'I7. Airdis,trihution.'sysfem: []
a) Duc;locatian,insutati6n ,;�. nde� C�C'G�C %�,� �
ti) AHU location 97b. eX�S %v!A
c) 7fltalductfeakag�.?estraportaitached. 'i1c. cfmf100s:f, YesLl IVo,� �
72. Gotiling Sy5tem: a)type 12a. _,�:X�5�4° .. Q
bj efiiciency 72b. _ �
'13, fieatingsyrstom: a)type i3a. EK/S %n9 -
. b)eifiqi£ncy: 1$6. J (]
74. HVAC sizing calcvlaticiri:attached 34. �es Q �fo'� �
15. Waterheatingsystem: z)iy�e 15a. PX/,3 inti�_____� ,,,�,�„_,_,
b)effioiaricy 15b. � �
1 hereby ce'rfi[y thai the�ittrts apd speaifications eavered by fhls lorm are Review of ptans and specificatians covered by fh3s form indicate �
in cpriapliance W��h't '�'(or.ida.8uilding od ,Energy Conserva#an. camp�aace iniith the florida 8uilding Cad'e,�aergy Gonsenration.Before B
P�iEPA��D BY: ��Date�r 7 construction is comptete,this 6uiiding wil!be inspectEil4or caiiipiiari�e in
``-� 1 h2reby certiiy at ihi �ilr3ing is in complianae wiifi the Florida Building accordance with Sectt 55 .9U8,F.S. fl
Code,EnergqConserJatiari. CODE 0��j iC1AL: D
O1dJNER[AGENT: . -._�..__�ate:,^--- Dafe:7�_,r_rT_ ➢
FLOR117A BUIL!)lltiG GDD�-ENER�Y Gt3i�1SERVATiOiU,5th EDlTJOtl�{2094) R-C,3
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
�
Contractor/Homeowner: �(,c_�S ��r 1�l,�-d�-�
Date Received: ���-' �-(,�
Site: � ��J�j� Z V �t. (�f`��R,vt�
��,/ � � `�� �
Permit Type: �Wl CL/.%(l�i.� �YjY� � Zx Z� �� �t`e-�
Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑
�
This comment sheet shall be kept with the permit and/or plans.
i
/... �—�`—
Kalvin Switz —Plans Examiner ate Contractor and/or Homeowner
(Required when comments are present)
DTSGLOS� S�AT�R'� FOR ��NSR
CI'.CY �F ZSPHXRSTI.LB HUTLDINO DF31'�ABTIi�]T
x, �Q,� �-�►��C�� have reac� aa.d £ully wndera�aad and
agree to �he p�c'�vis3one a� tha.s :L�atzwmeat. _ �
'1'�Se uua,dere�igaed sta�eg aaxd af�'xrme thet he or ahe 3s dasixaus of cor�tructiag,
x+�uova��.ag, add3�rig �o or xesoc�Eing his os 2ter c�ns, siout3.c3.1�: �ha� he or sha
actuslly accup�les, or w3.11 oecupy by ��3d domic3.le. aad sa�ae �la �o� for
xeat, 1ea�e or r�ale. That he or � �h�.Zl cosag�:L�r se3,t,� tlie �e�].I.osvi�a� caxac�.tio�a:
3.. �.']sat G,he o�er r�aad hes or �3he alo�ae �elsall. �.�� z�� 1c�� bu3.lde.� fos aY3. �s�� o�
�es�s����3.oa.
2. �ha;;t Ghe ow�or cai�3. cam�I.y m3�a �.�. pravi�iaaa� oaE the 4:ity cs� Zephyxla3.3.7.�a
osdi�.uaes �ad csode� per�a1.�►ea� ta �� b�xlda.�,ge
3. �'iaat irc the ever�� v�siovta p�ses o� co�s�r�ca��.o�z are ��scaaxtr�cte�, he �.�.�
ea�,gag� ogtl.xr p�og��rly 7�iceaaeed �tt�icoastrac�mr���3 �cv3.1]. �essonall�,r saxgs�xvis+�
avtcln warIs.•
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t];ae oa�axe� �r�,9.�. �s�ucme �u7.�. �e��omms3�.Ba�.3�,i�y �� �.ae�� t�i,�y. �re rnad�a a�a� upo�
cQsag�.+�tiora �r�.33. er�2.�. �o� a� �e�.�a�se�iC3.a� �Se��a�e g�e►ce�d3�g �,va.� �� 3atz�.�.d3.�.g�.
5. T1sa.� tlae oWsr,er sha1Z �as�r,ne ft�].�. r�s�an�3��.13.ty �oa� � coastxurtsi�3om a�d ws3.i
acic eaq,aec� �upe�cv3sioa o� h�.s 'va�ork iEsom �h� �i� o� ��g�hyr�t:L17.s �x3.l.c�i.ag
Dep�'#�neat.
6. �a� �a�ior ico �3aaaZ Sanapect3bu a�ay �.dc�13.'�iam�a�], fe�ts. 3�artz�.udi:f„ng re3napeatioa •
iEeea, au��� be p�3.c� a.� fu7.1. .A �ca.�teas s�eg��a� �xou� thi� o�E�ice s�a21
aanstitu�e � oi�ficss.al not�iae to p�;� add�t�a.�l fees.
y. x`hat the a�a%�z sha11 compl� w�.1:h a],�. C3.ty.� Sta�e and &'e3eral law's ia regard to
soc3al. security, �rorJcman.'s compera�at3.ca, liea Iaws. ��c., �aher� appl�cab3.�a.
8. �ha� t�a,e owaer ��eall aompXY w3th a7,1 th.e ea�'e�r cades 3.�sued by the �lorida
2adustr�a7. Co�ssion.
9. Sta�e xaw xec,�.res con8tt�tct�oxa fu 3�e dona by licea�ea'E coatz�actar�a. 's'ou hav�
applied �'ax a permi.� uader aa eaeem��3.oa �e th�,t law. "�'he .a�ea►p�iva allocva
gou, as the c�taer o� yatsr grop�acty: to sa� �s gowr oT�m eon�xaator �r?.th certa.3.a
re�tziGti:oms e4ea though yo�s.do .nct. hav�. a...13aeaee. Xou mui3t �ira�vicle d:iacect
caaite supervi�ioa o�E ths cons�rucl�3.on ycrar�eli. Yau m�y bui18 or improve a
az�e-fariiiTy rsr t�i-fa�aa�.iy ras�.d�ce cr a fa�m, es�z�tbuil.rF3.ag. Yoeg may a:'�..s� bux3.d
ar �.mp�cava �. aommesc3�.I bsa�.ld3xa�, p�'o4r3dl�ec4 your costs �o ao� elcaead $25.d00. ,
The l�sti3..I.c�in.g as re�i.d�sso.em �zsC be �os y�a�r ��a u�e or oacup�acy. 7�t �.y �na�
be bu3:�.t o� avbstaat3:afily, �r+�ved �os ea�.c� c�r 3��e. T� 'g�oaa e�ell oac I:eaee a
.�►vul,lc�Cg you h���..b4a�„�.t o� stshs�tau�atal].y imgaxowQd youa�selg. wit�.%xt..7.. g�ar .aftex
�.he coas�zucti.a�¢. 3s coaap3.at�, � 1.aar vr3.I.2. gsxe,sume tha� �ou. T�ui.�.� o�
�subst�,ataa�.].y im�rov�d i�' �or ��1� ar ]:ieae�. �hi:c,h is a virilat3.+�i of tIiis
earempt:3.oa. Xou..s�a.y.�� laa.ss. s� ��.�.e�ns�d..gea�saa .to �c�.�s ye� .c�a.��ctar �
�+� supes+r3.ae ga�ople o�ox�xcg a�, gou� �Sui�.a�3.aag. I� i� gpc�ur respo�5;sb3.�.3�y ta
nn�is� �tare �tc
�Se��.� �s�:�yei� •m�" �'tau v+s ]: c�+p� �� re b� ���.te la�e an
by aoua�aty or ffivaz3.eip,�7 �.3.c�i�g os�.uaxie�s. Fs�it zr�y sao� de].egrate �ie
respva�aibi�.ity ��as ��.�erv�4�siag� �sax7� �o a ].xc�ec�, coa�acaatcsr �►�a,a is x�otc �
l�.cerased ta p�z�oz�sn �� �eor7s b�3ag t��arse. i�.y peac�oat, gro�3�3.sa� ca;' you� 1auz.xds.ag
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em�]loyec� by ym�, wh�.�la. m��s �� ;�oax mu�t ��sdqa.at F.Y.C.�.. �nd a►a�t.o3.ding ta�c
aad.parc��a.de� �oxis��s' .e�c�a��.a� .�o� �� �3.cr�r�c�a �1I.�-.�. pr��ara3a�dE �sy� 3.��v,.
Y'o�tr ccs�s�actioa. �t aca�sly m��. �� a��,o�.3.rzablra lae�s, or�i.aa�n�c�as, 3auslc�3.u�
codes. az�.d 2�ozaii.ia� "regaa]l: �;a�a
C -,
O�QI78R.'S SIG4�TA.2`OR13�'�� T?ATT3��.{r.._-��
�n�tsss� r�/.t. �.. • Z ki� t�'r sY>--
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12. I agree to notify Pasco County immedlately of any add(tions, deletions,or changes to any of the fnformatlon that 1 have
provided on this disclosure. ' �
Licensed contractors are regulated by faws de�lgned to protect the public, 19you contractwith a person who does not have a
license,the Consfructlon fndus4ry Licensing•Board and the Florida Department of Business and Professional Regulation may be
unable to assi�t you w�th any financia!loss that you sustain as a resuit of�a complaint. Your only remedy against an unlicensed•
contractor may be in civil caurt. It Is atso important#or you to understand that if an unlicensed con�racfior or employe�of an
individual or Pirm is injured while working on your�roperty,you may be hefd ifable for damage�. li you obtain an Owner Builder
Permit and wish to hire a IlcensEd contractor,y'ou will b�e�e�ponsible�or ve�if`ying whether ths oontractor is properly Iicensed
and the status pf the contractor's compertsation coverage.
' I certify that I hav�read the foregeing and am aware of rny responaibll(fles and IiabiRi4ies for
construction work on the above-descrlbed ptoperty and do herby agree to each of the aforesaid stipulations.
FURTHER AFFIANT SAYETH NOT.
��
Owner's na e
Owner' rinte 1Vame
9�.�y� �!���2�2� L-R,��'
, Address
' �0,. /�070� 7
Date
S1IVORN.to.and.subsGribed.befor.e.me.this�daypf. �!Tp��L , �D/'�.
STATE OF FLORIQA • � o�{�-c�0o�0
My Commission:Expi res: .: .::.�......::....
COUNTY OF SHIRDEN K DEL COTTO
���y p�iy�� .
:?o�'a �t�y P�(�-St�le ot flarf �.. .
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Seal: :�, Mr:CM�•E���lwa 28. �
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'�' �oeMO - NOTARY
Personally Known or Produced Identiflaation�
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Type of ident(fication
............................................................. .
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� Page 2 of 2 -
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�������� PageNo. of Pages
' SdJN STi4TE ALUIVIIIVUM, INC. � �
6154 Fort King Rd �,
ZEPHYRHILLS, FL.33542
.. •- (813) 788-7-308
_;.
a ' e.
SUBMITTEDTO v� ` �� PHONE s,, fDA`L� ;
��"�r�, �'°^�., m�.��!�� -�U��.:�.� {+,�'4�-'��"" �,��n �`�t��� �. �'"'e'-� ���t�t
' STREET S�7 JOE NA�1E 'a � � � '
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CITY,STATE and ZIP CODE JOB LOCATION
��`� ��*.,-���'.��4,.. � ��'S�� 4�.� _� �"r
ARCHITECT � ��� DATE OF PLANS � +� " �� JOB PHONE
We hereby submit specitications and estimates for
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�E �OD�tr�Ct hereb r�,to u.�nis.h material ahd°.labor—complete in accordance with aliove specifications, for.the sum of:
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�_,,�...�''�' �-"""i�� ��,, �+�.:m^-......�...��..aF *"�����=' °� `; �.,1 `�-�
� "" 1'es���--«�` '�,. \E.��4'�� � ..�... M...�,.... .� _ dollars($ r-�d��;'�'l�• ).
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� Payment to be made;as.follows: ��,""° �
,�^�
. . � ' ��,�_,,,,,M_,,,,..........,..s-..,-.,.,...vW_.F.�Y.��,��T-
i All unpaid balances subject to 1.5%monthly interest fee. „�...--"''� -�--'"�r��r�� �.,w��
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All material is guaranteed to be as specified;All work to be completed in a workmanlike �-�" ^"'amtN`'�'��+�i��•+..•_�',;"""" R ,e..--r•--'' .�
Auihorized=.-��•�r`'�""�"
manner according to standard practices.Any aiteration or deviation from above specifications P;.-•--..,... �„_�_i.�"`.�.-='='"W--�""'�"'"�
invo{vin extra costs will be execuled onl u n written orders,and will become an extra Signature...-.-:za:=�="a""`" •
9 Y Po �as..._.......-^---�._.... __-� -
charge over and above the estimate. All agreements contingent upon strikes, accidents ��
or delays bsyond our control.Owner to carry fire,tomado and other necessary insurance. Note��This proposal may be� -
wi h r n
Our workers are fully covered by Workman's Compensation Insurance. t d aw by us If not aCCepted within days.
�LC�Q�tA�CQ Of �OTCtr���—The above.pr.ices,specifications � � � i1� ,
and conditions are satisfactory and are hereby accepted. You are authorized Signature �-��'��'�^'*� Fr �:'- ��;���l(1✓
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to do the work as specified. Payment will be made as outlined above. �
' v ,//
Date ofAcceptance: Signature
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BCIS Home ' Log In � User Regist2tion l Hot Topi[s � Submit Surcharge + Stats&Facts � Publications � FBC Staff � BCIS Si[e Map � Links � Search f
Florida �
,�k � �?c= °�'.'.'Product Approval
� � USER:Public User
g�dY;.�re�r
Produd Aooroval Menu>Produd or Aoolication Search>Aooiication List>Application Detail
F.$
�'�l;�;�"�" FL# FL17822-R2
���;.�.::t;-.:.. , '�
Application Type Revision
Code Version Z014
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 - Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)365-6922 Ext 255
sbrooks@cws.cc
Quality Assurence Representative Jay Lathrop
Address/Phone/Emaii 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
, Category Windows
� Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
l� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1300 Z004
Equivalence of Product Standards
Certified By
' Product Approval Method Method 1 Option A
https://www.floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXOwtDat2ZOX6B2Yl... 8/10/2017
Florida Building Code Online Page 2 of 2� "
Date Submitted 08/09/2016
Date Validated 08/26/2016
Date Pending FBC Approval 08/26/2016
Date Approved 09/08/2016
Summary of Products
FL# Model,Number or Name Description
17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact
Limits of Use Certificatian Agency Certificate
Approved for use in HVHZ:No FL17822 R2 C CAC CAR 138-1350.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I ImpacY Resistant:No 06/17/2019
Design Pressure:+35/-35 Installation Instructions
Other: Max.size 53 1/8"x 76", Fin, Flange, DP+/-35 PSF. FL17822 R2 II CWS-1099A(SH-610, NI DP351.odf
Glass complies with ASTM E1300-04. Verified By: Lucas A,Turner PE-58201
i Created by Independent Third Party; Yes
Evaluation Reports
FL178Z2 R2 AE EvalReo CWS-1099A(SH-610, NI.
DP351.odf
Created by IndependentThird Party: Yes
I 17822.2 SH-610 Vinyl Single Hung, Non- Max.size 53 1/8"x 76", Fin,Flange, DP+/-35 PSF. Glass
Impact complies with ASTM E1300-04.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17822 R2 C CAC 138-1392CAR.pdf
Approved for use outside HVHZ:Yes FL17822 R2 C CAC 138-1393CAR.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 06/17/2020
Other: Installation Instructions
FL17822 R2 II CWS-1099C.pdf
Verified By: Lucas Turner, PE FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17822 R2 AE EvalReoort1099C.odf
Created by Independent Third Party: Yes
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Contact Us.:2601 Blair Stone Road.Tallahassee FL 32399 Phone:650-487-1824
The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida. :Privacv Statement::Accessibllitv Statement :Refund Statement
Under Florlda Iaw,email addresses are public records.If you do not want your e-mall address released in response[o a public-records request,do not send
electronlc mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.*Pursuant to
Sectlon 455.275(1),Florida Sta[utes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for offlcial communlcatlon with the Ilcensee.However emall addresses are public record.If you do not wish�to
supply a personal address,please provide the Department with an email addrnss which can be made available to the publlc.To determine if you are a licensee under
Chapter 455,F.S.,please cllck er
Product Approval Accepts:
� ,� � cthec �
Credit Carcl
Safe -
�� �;;�
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqt2ZOX6B2Y1... 8/10/2017
SINGLE HUNG - NON-IMPACT GENERALNOTES:
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ��""���•�
' (SHOW N w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �iMDObN 5Y5YEP95�
, EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
' FLANGE WI�TH 2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC
531le" 3.CONFIGURATIONS:"0/X"
, MAX UNIT WIDTH 610 PVC
4.DESIGN PRESSURE RATING:
49 V�6� -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSLIRE AND SINGLE HUfVG
i GLASS DLO GLASS TABLES ASTM E-1300-04. �Q]V=�MPACT
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. �
j � i 5.ANCHORAGE:THE 33 7!3%STRESS INCREASE HAS NOT BEEN USED fD F
IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR � ¢
— -- -- — DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR � �
I WOOD ANCHOR CALCULATIONS. � }
� I 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w m �
B I O i I B 3a 5/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z
����4� GLASS OLO � O
FLANGE I 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM m �
HEIGHT I I SEALANT USED AT FIXED MEETING RAIL AND JAMB. °�° Z W
I I 8.SERIES/MODEL DESIGNATION SH•610. � � �
I C I � I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: � c�j
X=OPERABLE SASH,O=FIXED SASH 3 W
76' z �
�X � B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
UNIT � � � r I I 6 LOCATION. ¢ O
HEIGHT I f
I C ty�}Illl�lrl
� � i � p �1 NDS.NAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM BOTH ``,����P�10£ry�,v���,r,,
� � 6 ',,:V P:�� SF':'�,�:
37 1/a„ I � � �J�: .t�.
F 34 5/16^ ti v� No 5$201 �t 1`�Q
SASH I I � I � GLASS DLO _*� ��e
HEIGHT I I ^,�S * '
I I Lucas A.Turner
I /� i i � 2016-01-11 :�p�,,srnTe oF :��'
� `� �' 15:48-05:00 �''.t� ��a R 1�P'��`��'�
� � D � I .,s'• ... • c��,
I i � I ����SlD�A`�t����
i s D� C i 1/�/2015
� LUCAS A.TURNER,P.E.
A FL PE#58201
1239 JABARA AVE.
ar� NORTH PORT,FL 34288
�wss o�o PH.941-380-7574
SHEET DESCRIPTION:
as i5�is�� GENERAL NOTES AND
MAX.SASH WIDTH ELEVATIONS
TABLE OF CONTENTS
ORAWN BV: DATE:
GENERALNOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE IMPAGT EMK 06/19/15
GLAZING DETAILS... .................. ..2
DWG q: REV.:
SECTIONVIEWS........ ................ ...3 SIZE RATING RATING cws-yoss ,a
EXTRUSIONS&B.O.M...... ... ............4 .
ANCHORSCHEDULE&NOTES..........5 53-1/8��X 76�� +/-35 PSF NONE SCALE:
, INSTALLATION DETAILS.................6-7 SHEET
1:15 1 OF7
l�l"d(l�7l��ll`�
ANGHOR @ MIDSPAN b�/BhlDONV$YSTEP+IS
1900 SW 44TH A4E.
6"MAX.(TYP.) 4"MAX.(TYP.)�8°MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX.(7YP.) SEENOTE2 4"MAX.(TYP.) WWW.CWS.CC
S EE NOTE 2
� � 610 PVC
�4��2, SINGLE HUNG
MAX O.C. g^ I�ION-IMPACT
(�,P•) MAX.�.C.
L O (TYP.) O �
m ui
� Q
r o
� � Y
�M7GRAIL �— —
W m
� / i / v�
3��P'�� � O
� I y �
� °e z >
J W
X X Q O �
I " ' I '` INSTALLA710N ¢ a
I I I I ANCHORS(TYP.} � U
� � � �
iQ / i iQ � ' Zo
< z
ANCHOR LAYOUT-IRANGE)
ANCHOR LAYOUT-(FINI �t���r�tp;�:��'4'��vlTG�'�i
[NO SILLANCHORS RE�l1IRED]
i`.GQ��.��c fi lV S��.'•,�Qi�+.�
d•,Ji:� I�fo 58201 �;���
'�k: * :,k:
��t1 L :tr�.
c9� srnTe oF r'�,�
NOTES: '+,��'•.;eC a OP:`?�:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���S � R� �.�`
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOA�BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 114" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT LOAD BEARING SHIMS SHALL BE ����SiO�p;�����
CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 1/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED W OOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE tt 56201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN Sl1BSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34286
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
SHEET DESCRIPTION: '
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE
oPTIONAL. ANCHOR SCHEDULE AND
NOTE5
7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BEiWEEN ALL FASTENERS:3"FOFi MASONRY,1"FOR WOO�AND METAL. oaqwN ev: oarE:
B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. EMK 06/19/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ow�n� Rev•
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1099 A
FMA/AAMA 100(FIN W INDOWS),FMA/AAMA 200(FLANGE W INDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR.DOORS) sc^�E: SHEET
125 50F7
MIN.EMBE�MENT SUBSTRATE �j7/7C�v�S����
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS lyt���v(1
SEE TABLE 1 b�/ItdDOyb$YSTF9NS
1/4"MAX.SHIM 1900 SW 44TH AVE.
MIN.EDGE�IST. MIN.EDGE DIST. SUBSTRATE
SEETABLEI � SEETABLEI BYOTHERS
�SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE6YOTHERS 7/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 � MIN.EDGE DIST.
SEE TABLE 1
MIN.EMBEDMENT �
PERIMETERSEALANT SEETABLEI INSTALLATIONANCHOR 610 PVC
BYINSTALLER SEETABLEI o SINGLE NUNG
INSI�EANDOl1T p
SEALANTBEHIND � �� �❑ S ETAB EDMENT NON-IMPACT
FLANGE BY INSTALLER 114„MAX.SHIM a
�� o Q ooa �
❑ Q== � PEFIMETER SEALAPIT �O W
PERIMETER SEALANT Qevo BYINSTALLER : ¢
BY INSTALLER INSIDE AND OUT �- �
INSIDE AND OUT INSTALLATION ANCHOR Y
SEALANT BEHIND SEETABLE 1 W m
FLANGE BY INSTALLER SEALANT BEHIN� �
INSTALLATION ANCHOR FIN BY INSTALLER
SEE TABLE 1 B HORIZONTAL SECTION O
� � HORIZONTALSECTION �
6 TYpICAL JAMB ANCHORAGE � TYPICAL FIN ANCHORAGE � �
HEAD AND SILL SIMILAR FOfl FIN INSTALLATION � z W
CANTINUOUS DBL 1/4"BEAD OF SEALANT ¢ � CC
AROUND PERIMETER C°�ALL INDICATED � a
POINTS BETWEEN FRAME AND SU6STRATE
BYINSTALLER � U
❑�� � �
W
Z O
SEALANT BEHIND 1/4°MAX.SHIM ¢ �
FLANGEBYINSTALLER p ,�`''g�P�D���rTG`',i
PERIMETERSEALANT ,y,�'GP:�\r'E�SF•.�P���
WSIDETANDOUT ,�,'-.Ji,•'� No 58Z01 :�7a;,
�*: .�, .'k�
SUBSTR,4TE BYOTHERS O y ro: e��
SEETABLEI �p1 VERTICALSECTION �O�' SFA?E OF :���
6 7YPIGALSILLANCHORAGE
NO SI LL ANCHORS REQUIRED ��ri��t`���O R 1 p 4`G,�����
����iS��NA±ti�+�`�
' TABLE 7:APPROVED INSTALLATION FASTENERS �❑a ��
FRAMETYPE SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGEDIST. � 1/11/2015
FLANGE CONCRETE(2.0 KSI MIN.j 3/16"114V TAPCON t" 1-1/8" Q LUCAS A.TURNER,P.E.
FLANGE HOI10W OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITVJ TAPCON 1" 2^ _�� FL PE#58201
FLANGE CONCREiE(2.85 KSI MIN.) 3l16"ELCA ULTRACON ��� 1,� PERIMEfER SEAl1tNT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
FLANGE GROUT-FILLED CMU(ASiM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" INSIDEANDOUT /� PH.941-380-1574
3M6"fTW TAPCON � u � HORIZONTALSECTION SHEETDESCRIPTION:
FLANGE 2XMIN.SOUTHERNPINE(G=0.55) 1-3/8" 7/S" 6 BOXFRAMEINSTALLATION
OR ELCO ULTR.4CON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS
16 GAUGE(0.060")MIN.STEEL S111D #10-76 HILTI KWIK-FLEX OR ITW FULL 7HREAD �r16„
FLANGE �33 KSI YIELD MIN) 7EKS SELF-DRILLING SCREW 7HRU o.060" U TO AND W�CLUD NG A�BOX-FRAME�APPLICATION IS A'CC PTAB E PROVIDED: oanwN av: oaTe:
FLANGE 1�8"ALUM.(6063-TS MIN.)OR #70 GRADE 5 SELF-TAPPING! FULL 7HREAD EMK O6/19/15
1/e"STEEL(33 KSI MIN.) DRILLING SCREW 1HRU 0.125" ��16 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV:
FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW �_�/p� ��2� INSIDE AND OUT,FULL PERIMETER,8Y INSTALLER. CWS-1099 A
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQIJIREMENTS AS
SHOWN FOR FLANGE WINDOWS. scA�E: SHEET
NOTE:UNI-FRAME OPTIONS NOT SHOWN 1�2 6 OF 7
s
x
;t
- �(ytyt�(�lU/UULI��
shl9hdC9t9NH S�STEPRS
i940 SW 44TH AVE.
OGALFt,FLOftS6A 34474
TYPICAL HEAD ANCHORAGE W W W.GW S.CC
1"MIN.EDGE 6EST 1"MIN.EDGE DIST. fi-���,tvG`
D 1/4"MAX.SHIM 1"MIN.EMBE�MENT
� oD "p p ep SINGLE HUNG
SQLI4 CONQRETE °� - °D p D °D V ° ° --{. �OI1I�I�PAC+T
SUSSTFfATE 8Y OTHEftS �`D P' a� y P �� D 4' p � °a ,4II a.
SEE TA9LE 1,SHT& • A b ti � D a p. 0 1"MiN.EDGE O1ST
Yp0 HERS ORT----�..� � p� o D' p n D6 „D�p INSTALLATION ANCHOR _ A� �6P� p
3l76"ELCOULTRAGON o ��p� �
R > ` a' 7"MIN_EDGE Q1ST `° �
„__,�,,.��'d . a D p D' i"MiN.EMBE�MENT v n ` n � r F
pERIMETER S£AtANT p • p a I'�I " ,� �o,•• ; .'xjJ,
BY INSTALLER 0 IJL ° �
INSIDE AhID OUT "�7 4a�� a � `y-
CQNTINUOUS DSL 17�5"SEAD OF
SEAIANT BEFiIN�FtAPtC,E it4"MAX.SHIM SFAIAhIC AR4UND PERIMETER 4 �� � �
BY INSTALLER ❑ � AT ALL INqICATED POIMS BETW EEN �a o �,,�o ° (A
THE FRAME AND SUB$TRATE BY INSTALI,ER p �a,` .� O
❑ � +� J �
INSTRt_i_A7ION ANCH6R aa D�s m >
3l16°ELCO ULTRACON � � � W
n °
a
' o � a �
CON7INUOUS 6SL iJ4"BEA4 OF SEALANT � `
S4LI0 GONCRETE
AROUND PERIMETEFi @ ALL IIVOIGATEQ SEALAN7 BEHIND FIRPlC,E � �„)
SUBSTRATE BY OTHERS
POIMS BE1W EEN THE FRAME AND SU&S7RATE BY INSTALLER W W
BY INSTALLER SEE TABLE 1,SHT 6
PEAIMETER SEALANT BY INS7ALLER WOOD SUPPORT BY OTHEE�S Z �
("""1 � INSI6E AND 0117 ��
� ¢ O
SEALANT 6EHIND FLANGE 'tlkt�ywer+��
6YINSTALLER F HORIZON7PLSECTIQN `ti����¢;yORE�Qr��trx
PERIMETERSEAtANT � 7 TYPICALJRMBANCHORAGE �.�4�g�'����5'�fi,prr�,'
BYINSTALLER b . 9' ; y 4rC^';'��" F •:"�''��'
INBIDE AND OUT 0 . y D. p D. 1/4"MAX.SHIM ,',.f: P1n 5$201 `;'7��
WOQD Sf1PPORT BY OTHERS- p � c p v p =�: .p� ��'�
EXTERIORFINISH p �- op� a�p° � pQ, 9 i .
�-fi S :LC y
BYOTHERS ' a b , o' a" o :g; STA7$ OF ,��1J�'
SQl1DWNCRETE D` D�DoDn•D9D °% . D D• D i��'�'�f OFi1OP;��^�:
SEE Tna�EE BS oTs EEiS �r D�9� r p D „ p� „ °D � *{��,�`��OAI'P.'�''`y G fi`tiw
E VERTICALSECTION z�
7 TYPIGAE.SlI.LANGH4RAGE 1/1112015
NO S1LL ANCHORS REpUIRED
LUCAS A.TURNER,p.E,
FL PE#6820i
t 239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SREETDESGREPTtON:
INSTALLATION DETAII.S
POURED WALL
DRAWN BY: OATE.
EMK O6/19/15
DWG#:
NOTE: INSTALLAT{ON OtJ TNIB BHEET ARE FQR SO�.ID POURED WAL1.S USEL7 �WS-1099 A
SPECIFICALLY IN THE VILLAGES,FL.OR FOR SIMILAR SOLID POURED scA�E: SHEET
NOTE:UNI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIQNS. ,�:1
7OF7
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https:/lwww.flaridabuilding.org/prtpr app_lst.aspx 7/3/2015
�
�i.� ��•Q•7Z��-e�. �4s'MAX. OVERALL FRAME WIDTH o 00
Z� '�'� 36.375" MAX.
SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.�.o. s7.5" MAx. -' C°
6'-8"DOUBLE DOOR WITH/WfTHOUT SIDELITES PANEL WIDTH ¢ p
W/ASTRAGAL � I FRAME WIDTH � �J
� �
Q
GENERAL NOTES � � � � � ��
1 EVALUATED FOR USE IN LOCATIONS ADHERING TO Z �U
THE FLORIDA BUILDINC CODE AND WHERE PRESSURE
REQUIREMENTS AS DEfERMINED BY ASCE 7, MINIMUM w �_
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ o � �U
DOES N07 EXCEED THE DESIGN PRESSURES LISTEO.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED ON m ^ � �F-
OPq4UE PANELS, 8UT IS REQUIREO ON GLAZED SIDELITES. x �
3. IN THE HVHZ, FACTORY PRIMED OOORS MUST BE PAINTED IN .vC'i �'O � � W
ACCORDANCE WIThI SECTION 2220 OF TH[ FBC. W �� 'c� = s
� � w
4. POLYURE7HANE CORE FIJ�ME SPREAD INtlEX OF 50 �
AND SMOKE DEVEIOPED INDEX OF 60 PER ASTM E84. y
5. Pt,ASTICS TESTING OF L1TE FRAME MATERIAL. � � U �
TESi OESCRIPTION DESIGNATION RESULT �
p v g z�','�
SEIF ICNITION TEMP ASTM D7929 740 'F > 650 'F 4 a�, o 0
$�W ���
RATE OF BURNING ASTM D635 0.77 IN/MIN �
SMOKE DEN517Y ASTM D2843 7J.4> W
TENSILE STRENGTH• ASTM D638 7.507, DIFF o m W y�U
i
' COMPARATNE TENSILE STRENGTH AFfER WEATHERING W o o ���
4500 HOURS XENON ARC IAETH00 1 �IW o 3 0
o`
DOUBLE DOOR UNIT W/SIDELITES
a a
Adder�m l0 W+MI �'���
3�33�"
p VI N(/7(n m
�2f11IIC21�011P�0.: h�100(tIl4,-.f�y
Reviened By. ��T- Z �
Dalefle' a/�,��x o z
a w
U���
�rU4j
� � � � � � � � � � � � � � � � Soa� �
UdfnN Z
J=Q �
o� � � � � � � �: O� � � �G � � � � O�a Z �.
� � � � � � � � � � �.�e � � � � �O o O
W
�N�N O
Q�-N.-
SING DOOR NIT DOU9LF 1]OOR UNI7 SINGLE DOOR UNI7 �INGLE DOOR UNIT SINCLE DOOR UNI7 W/SIDEUTFS DOUBLE DOOR UNIT�ID IT S
, WITH� WITH SIDFI!TF w o U m Z
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 757 OF DESIGN PRESSURE DATE: 7/��/OS
TABLE OF CONTENTS CONFIG MAX WI�TH INSWING OUTSWING INSWING OUTSWING '/ e /J��;
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z �
SIGNED AND SEALED BY LUIS R. LOMAS, PE o �
(FLORIDA #62514) W!TH THE LOWEST (LEAST) Q w
FASTENER RATING FROM THE DIFFERENT FASTENERS �ww-'
BEING CONSIDERED FUR USE. JAMB, HEAD, AND �Q a W
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �
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LOCATION TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a�Q= �
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FJ PINE ON CONTINUOUS HEAD AND SILL UNITS BACK TO AT 5-1/2�� CENTERLINE. �oo�
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES • �'N�N a �
CORRUGATED FASTENERS LOCATED 3." FROM EACH END - �
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ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM `S M DATE: ]����OS
OF 1-1/2" MINIMUM EMBEDMENT THE TAPCON MUST ACHIEVE ��_I I— _. c�—I I— AdderdomloNAAlI 5��: N.r.s.
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4. WOOD BUCKS DY OTHERS MUST BE ANCHORED PROPERLY TO "J'"' RevicnedBy: �
7RANSFER LOADS TG STRUCTURE. ,•T•� Da�eReview�j,�r CHK. BY;
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5. MINIMUM DESIGIV VALU� STRENGTH OF ANCHORS 171 LBS. lYPICAL WOOD BUCK TYPICAL MASONRY Ma-r�o�za-cs '
AivCNUR iNSTALLA710N ANCHOR INSTALLATION "
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� hiO�:fIB C�PdRi112f?C� BCIS Home j Log In i User Registratlon i Hot Topics ; Submit Surcharge ; S[afs&Factr ; Publications : FBC Staff i BQS Site Map s Lfnks j`Search ;
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�f� Product Aooroval Menu>Product or Aoolication Search>Aoolicatton List>Appllption Detail
*R�tnt� �.-ajr
,�Y^�F�•.���g,�.�, FL# FL12500-R2
, Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived G
Product Manufacturer Norendex Building Materials Distribution
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Authorized Signature Christine Watson
Christine.Watson@norandex.com
Technical Representative Christine Watson
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(740)323-1787
Christine.Watson@norandex.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory � Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E/? Evaluation Report-Hardcopy Received
Florida Engfneer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contrect Expiretion Date 12/31/2015
Validated By John W.Knezevich, PE
C�'i Validation Checklist-Hardcopy Received
Certificate of Independence FL12500 R2 COI 2015 OS COI Nieminen.odf
Referenced Standard and Year(of Standard) Stand�rd Year
• ASTM D3679 2009
Equivalenee oF Product Standards
Certified By ,
Sections from the Code
https://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8L7aHd... 7/3/2015
Florida Building Code Online Page.2 of2- `- f
Product Approval Method Method 1 Option D
Date Submitted 04/22/2015
Date Validated 04/23/2015
Date Pending FBC Appr6val 04/24/2015
Date Approved 06/2Z/2015
Summar of Products
FL# Model,Number or Name Description
12500.1 Norendex Vinyl Siding Systems Vinyl Siding Systems
Li ' se Installation Instructions
Approved for use in HVHZ: No FL1Z500 R2 II 2015 04 FINAL ER NORANDEX SIDING FL12500-
Approved for use outside HVHZ:Yes R2.odf —
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-152 Created by Independent Third Party: Yes
Other: 1.)The DP noted fn this appiication Evaluation Reports
pertains to one particualr siding system. Refer to FL12500 R2 AE 2015 04 FINAL ER NORANDEX SIDING FL12500-
ER Appendix for all systems and design pressures. R2.odf
2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Parly;Yes
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Contact Us::1440 North Monroe Street,Tallahassee FL 32399 Phone:BSO-487-1824
The State of Florida is an AA/EEO employer.Copvriah[2007-2013 State of Florida ;;Prlvacv Statement::Accessibilltv Statement :Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mafi address released in response to a public-records reques[,do not send
electronic matl to this entity.Instead,contac[the office by phone or by[raditlonai maii.If you have any questions,please contact 850.487.1395."Pursuant Co
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supply a personal address,please provide the Department with an emati address which can 6e made available to the public.To determine If you are a Ilcensee under
Chapter 455,F.S.,please click here.
Product Approval Awepts:
�,.�� � ei'Fec• �
securit4�w.rn�ca
https:Uwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD vG4At 8UaHd... 7/3/2015.
q Y .
:
FLORIDA WIND ZONE COMPLIANCE WORKSHEET,Hefght(h)<30 ft,GCpf=+0.18,Kd=1,Kzt=1
FBC Section 1609 '
VINYL SIDING Wind 5 eed-V
P „it(mph)3-secand gust
v
Design � �
Product Profile Max.Nail �
Spac(ng Nail Engage Pressure 110 120 130 140 150 160 170 180 190 20D x r°�
(psfl
w
OK OK OK OK OK OK OK OK OK OK B
OK OK bK OK OK OK ,,,. OK OK OK OK C �nterior
American Classic D4,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK D Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZone
OK OK OK OK OK OK OK OK OK OK D 5
OK OK OK OK OK OK OK OK OK� OK B
OK OK OK OK OK OK OK OK OK OK C �nterior
American Classic D6 16"o.c, studs 111
OK OK OK OK OK OK OK OK OK OK D Zone4
OK OK OK OK OK OK OK OK OK OK e
OK OK OK OK OK OK OK OK OK OK � EndZone
OK OK OK OK OK OK OK OK OK '.:i;;::;:NO.,�,`! D 5
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � �nterior
Cambridge ;,,;,...,, 2one 4
6.5 Beaded � 16"o.c. Studs gs OK OK OK OK OK OK OK OK OK c,� :NO'i: �; D
Beaded � OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK ;.:NO'`� ":NO' ' � End Zone
:_,
' '..,. .......;
OK OK OK OK OK OK OK �:NQ�;�:.;;:. ' ;NO, ;�'"''++„i,NO. D 5
r... :;,;., � , ��, .;.
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK Interior
.,..;........
�;,;.
Finish Works 058, ;.:�i:i:�!NOi!I;.::.�:::;I�.,,NO: :";�:;='a;;?;;NO C
OK OK OK OK OK ��;r;;;,_,..: .:.';:;,,.;;_;, i,,;,.,:,:-,.;;,.�. Zone4
Single 6.25 16"o.c. Plywood 56 , NQi,;':;;; NO'�i:,. :;;i,:;..NO,r:;;;'`:�;'�;';';.;NO`''�:" :`��'.�;:.-NO„ D
oar &Batten
,,;:,.,,,,:: �: ��.,;,. ... ..
,:;
and/or5tuds OK OK OK OK OK OK OK OK '""!NO: ='NO� : B
,,.... .... ..
�-.
OK OK OK OK OK �,,,._:.,NO;'.;���ji;�''.;`'..:ND�:;:.�::�;"=i!NO,_.,�:i; ;�=:i.NO�.�,. .�.. . ''NO�,,i C n n
. E Zo e
OK OK OK� OK �,.. .. ... ..... . .. ... ... .. .... 5
,<:N0::4;=,� '- N�;''.;::;;';:°,:>;:,:-.._. , ,
,....,,.
.: :.,..... NO;�:.;_.!:�!,...i.;NO.; ..:. :,.� , � ...,
. . ...
..._
�.._.:�,,:;,. . . ., ... �-�:-,: :. � .; �<:..�.NO.�:.;;' D
OK OK OK OK OK OK OK - OK OK OK B
OK OK OK. OK OK OK OK OK OK OK C �nterior
D4,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK p Zone4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZone
Generations or OK OK OK OK OK OK OK OK OK OK D 5
Polar Wall Plusl'� OK OK OK OK OK OK OK � OK OK OK e
OK OK OK OK OK OK OK OK OK OK C �nterior
D6 16"o.c. Studs 111
OK OK �OK OK OK OK OK OK OK OK D Z°ne4
OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � EndZone
OK OK OK OK OK OK OK OK OK �'!��`'NO':i;;'''�i p 5
� OK OK OK OK OK OK OK OK OK OK B
OK OK OK OK OK OK OK OK OK OK � �nterior
, Great Barrier D5,DSDL 16"o.c. Studs 152
OK OK OK OK OK OK OK OK OK OK D Z°ne4
OK OK OK OK OK OK OK OK OK OK B
r' � OK OK OK OK OK OK OK OK OK OK C EndZone
�1.t �
�,('r�-�yt� OK OK OK OK OK OK OK OK OK OK D
EXTERIOR RESEARCH DESIGN,LLC. • • - -
Certi£cate of Authorization#9503
Norandex-FL32500-R2
Robert Nleminen,PE-59166 • 04/21/2015
Appendix 1,Page 1 of 2
\ • , /
EXTERIOR RESEARCH&DESIGN,LLC.
- Certi�cafe of Authorization 1t9503
TRINITY I 353 Christian Street
�11� Oxford,CT Q6478
PHONE:(203)262 9245
, FAX:(203)262-9243
EVALUATION REPORT
Norandex Building Materials Distribution Evaluation Report C13820.04.09•-1-R2
300 Executive Parkway West,Suite 100 FL125G0-R2
Hudson, OH 44236 Date of Issuance:04/28/2009
' Revision 2:04/21/2015
' SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
� construction materials in the State of Florida,The documentation submitted has been reviewed by Robert Nieminen, P.f=,for
use of the product under the Florida euilding Code. The product described herein has been evaluated for compliance with
, the 5`h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Norandex Vin I Sidin S stems '
Y g Y
LAeeurtc: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
the minimum provisions of FBC 1404.9.
CONTINUED COMPLIANCE: TI11S Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance oi�this
Evaluation Report by the named client constitutes agr.eement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report.number preceded�-by•the-words •"Trinity � ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPecrioN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer ar its
distributors and shall be available for inspection at the job site at the request of the Building Official.
- This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix.
Prepared by: �y�«ll,=�,,,,,—
���.���.a3.�:i.-,'�,,,�
���.�y�;.r�'s���:i'; -
kj C.���g?S`.3'�•%
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` y 7tc
%�':"Su+f-,pr'r"��trw'
:p,, � .._ - r;;�;.
�!�T�:'•�C?�1�:�r�.,+;� The fauimile seal appearing was authorized by Robert Nieminen,
RobertJ.M.Nieminen,P.E. � s'"�••�•
Y�i��lp!y�,V'��•`k' P.E on O4/21/2015.Thls does not serve as an electronically si�;ned
Florida Registrotion No.59166,Florida DCA ANE1983 �'"���""'�'�"� document.Signed,sealed hardcopies have been transmittedto the
Praduc[Approval Adm(nis[rator and to the named cllent
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity � ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity � ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
, 4. Robert Nieminen,P.E.does not have,nor will acquire, a financial interest in any other entity involved in the approval process oi�the
product.
5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.