HomeMy WebLinkAbout15-16122 CITY OF ZEPHYRHILLS
5335-8TH STREET
(s13)�so-oo20 161
'� -- BUILDING PERMIT
� PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16122 Address: 6552 TEAK CT
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: DRIFTVI/OOD
Est. Value: Parcel Number: 02-26-21-021A-00100-0040
Improv. Cost: 3,653.20 OWNER INFORMATION
Date Issued: 3/31/2015 Name: GREENSHIELDS CURTIS & PATRICIA
Total Fees: 82.50 Address: 6552 TEAK CT
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/31/2015 Phone: 813-780-8210
Work Desc: REPLACE 5 WINDOW S/S & DOOR UNIT
CONTRACTOR S APPLICATION FEES
L WE HOME E TERS BUILDI FEE 82.50
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Ins ections Re uired
F R 2ND ROUGH PLUMB M SC INSULATI E IN
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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: 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 f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement." �
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
Qity Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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o�ia-rau-uu�u ! l;liyOTLep Y��IIISF'@�fTlli'HPPIIC8il0� rax-ai�-ro�-vuci
t� I ; uilding Department
�. MC'N e�c_la
Date Received — up��� phone Cont ct for Per�n(ttin (,3 26 -- '`�'1�t�S
Owner's Name � � �p I /l t 2.�� 5 Owner Phone Number �3 ~7$� � ���o �
�
� -�Owner's Address /�r� i Owner Phone Number
Fee Simple Titleholder Name i Owner Phone Number � I
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Fee Simplo Titleholder Address � �
JOB ADDRESS �s�Z- �21�� GT �lLy�o�IjS f=L � � S� ��r k N �t y� I
SUBDIVISION y�`���W(1B� !b� Zr►l�ItSPA CELID# C�.Z'ZC�°�J 'OZIA -Qd.LC9� " OdL(O I
(OBTAINED FROM PRi�PERTY TAX NOTICE)
WORK.PROPOSED e NEW�CONSTR 8 AD /ALT � SIGN Q Q DEMOLISH
INSTr LL RE AlR
PROPOSED.USE . [�. SFRI Q CO M 0 OTHER C �
TYPE OF CONSTRUC�TION Q BLO K Q F ME � STEEL Q �
DESCRIPTION OF WORK �f� � � c.cl titN s 1�"S "H (;.n�r T Sr'7.�C.�s� Z� I
%L 1�7�6 �
BUILDING SIZE SQ FOOTAGE HEIGHT C� FL (T(a�(o
BUILDING $ 3�53. �e:� VALUA ION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SE VICE Q PROGF;ESS ENERGY Q W.R.E.C. '
QPLUMBING $ �
�� � 2v
QMECHANICAL $ VALUA ON OF MECHANICAL INSTALLATION �
[�GAS Q ROO�FING Q SP CIALTY Q OTHER
FINISHED FLOOR ELEVATIONS � FL OD ZONE AREA QYES NO �
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BUILDER L OMPANY L�+�-�S l�oM�, CeNT�2�i � �
SIGNATUFBE REGISTERED Y/ N FEEE CURRE� �Y/N-
Address O �O!� o ��J ��A� `' 3 Y'��� Ucense# ���o G � J � �5 �� _1 I
ELECTRICIAN
� COMPANY �I
SIGNATUFtE REGISTERED Y I N FEEi CURREA Y I N
Address License# �_ I
i �PLUMBER I COMPANY
SIGNATURE I REGISTERED Y/ N FEEE CURRE� Y/N
Address License# I
MECHANICAL , i COMPANY ,N —J
SIGNATUfiE REGISTERED Y/ N FEfi CURRE� Y
I �Address i License#
OTHER COMPANY � J
SIGNATURE � REGISTERED Y/ N FEE:CURRE� Y/N
Addross I License�# _.1
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RESIDENTIAL Attach(2)Plot Plans;(2)sets�of Buiiding Plans;(1)set of Energy Forms;R-O-W Pennit for��ew construction,
Minimum ten(10)working da s after submittal dat . Required onsite,ConsVuctlon Plans,8�tormwater Plans w/Silt Fence installed,
Sanitary-FacfilUes&1 dumps�er;Site Work Permit or subdivisions/large proJects
COMIIMERCIAL Attach(3)complete sets of B ilding Plans plus a LI e Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)workfng da�rs after submittal dat . Required onsite,ConstrucUon Plans,:�tormwater Plans w/Siit Fence�installed,
Sanitary Facilitles 8�1 dumpster.Site Work Permit or all new proJects.All commercial requii•ements must meet compliance
SIGN PERMIT Attach(2)sets of Engineeredl Plans.
""`PROPERTY SURVEY re4uired for all NEW co truction.
C]a1
Directlons: �
Fill out application completely.
Ovmer&Contractor sign back of appl(catior�,notarized
+• If over 5Z500,a Notice of Commencemer�t is requlred. (A/C pgrades over b7500)
Agent(for the contractor)or Power of Attorr�ey(for the owner)wo Id be someone with notarized letter frorri owner authorizing same
OVER THE COUNTER PERMITTING (Fro�t of Application Only
Reroofs if shingles Sewers Service U grades A/C Fe ces(PIoUSurvey/Footage)
Drlveways-Not over Counter if on public ro dways..needs ROW
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NQTIC�QF DEEB? RESTRICTl�PIS: The underslgned understands t at this permit m y be subject"fo"deed°restrictians"
whicii-rnay be more restrietive than:Ctounty cegulations: The undersi ned;assumes.responslbility for compliance with any
applicabie deed resfrictions. I
i UNLflCENSED=C+ONTRACTORS AFID CONTRACTOR RESPC1NSt ILITIES: tf the owner has hired a contractor or
contractors #o under#ake work, they may be requlred fo be licensed i accardance with sfate and��local regulations. If the
� contractor is not ifcensed as required bjr taw, both the owner and c ntractor may be. cited for a misdemeanor violation�
under stafe lew. if ffi� owner ar inf�,nded contractor ara uncertain s to what licensi g reqUicements may apply for the
� intendeci work, th�y are,advised to cc,mtact the Pasco County Buiidin Inspection Dfvisi n—Licensing Sectian at 727-84?-
8009�. Furthermare, (f�the owner has hlred a contractor ar contra tors, he is advis d to have the canfractor(s) sign
portions o€ the °contractor Block" af thls application for whlch they 'I! be responsibls !f you, as the owner sign as the
cnnfracfor, that may be an indicatiori fhat he is not properiy licensed artid is not entitled to permfkking privlleges in Pasco
County.; � �
TRANSP+DRTAT{QN lMPACTIUTILI'+TIES lMPACT AND RESQURC RECOVERY FE�S: The undersigned undersfands
that Transportation fmpact Fess and!Recourse Recavery Fees may pply to the const uction of new bulldings, change of
use in existing bui(dings; or expansi��n of existing buildings, as spec fied in Pasca Co nty Ordinance number 89�Q7 and
90-07, as amended. The undersigned atso understands, #hat such es, as may be ue, wiil be identifted at the time ofi
permitting. It Is furkher understoad #hat Transportation Impact Fees �nd Resource R covery Fees musf be paitl p�ior fo
; receiving a "certificate of occupancy" or final power release. If Ehe proJect daes nat Ir�volve a certificate of vccupancy or
final power release, fhe:fees must ��e,paid prior to permit issuance. Furthermare, if �asca Caunty Water/Sewer Impact
fess ar�due,they must.be pald priot'to permlt(ssuance In accordanc °with applicabie� asco Caunty ordinanees.
; COMST'RUCTlL�N l,IEN LQW(Chap�ter 715, Flortda Statutes, as a eniled): If valuaitlon of work Is$2,500A0 or more, !
� certify that (, the applicant, have 17een pravided wEth a copy of he "Fiorida Con Eruct(on Lien Law—Homeowner's
Protection Guide" prepared by the�F�larida Depactment of Agricuiture and Consumer`A�ffairs. If the applicant is someone
other,than the'bwner", ! certlfy that ! have obtalned a copy of the ab ve clescribed document and prom(se in good faifh.fo
deliver it to#he"c�wner°•prior ta cor�innencement. �
COiWTf�ACTOR'�IOWNER'S A�P1CiAVIT: I cer#ify fhat ai)the infor ation in fhis applicaEion is accurate and khat sil work
wil! be done in compliance with al! <�pplicable laws regulating constr ction, zoning an� (and development. Application is
herE:by made to obtain a permik tci do work and 4nstallakion as I dlcated. I certif�r that na wark ar Installation has
commenced prfior to issuance af a permit and that aii worlc will be performed to rneet standards of a!! laws regulating
conatruction, County and Cify code�s, zoning regu(ations, and (and develapment re �ulations in the jtarisd3c#ion. i aiso
cert�fy that I understand that the regulations of ottier governmen# ag ncies may apply�#o fhe 3ntended work, and fhaf if is
my responsibflity to identify what actiions 1 must take to be in complla ce. Such agenci s include but are not limi#ed to:
- Department of Environrnentai Protection-Cypress 8ayh ads, Wetiand Ar�as and EnvEranmentally Sensitive
Lands, Wafer/Wastewater Treafinent.
- SouthwesE �lorida W��ter Mat�agement Districf-Well , Cyp�ess Ba�heads, Wetland Areas, Altering
Watercaurses.
- Army Corps of Engineer�s-Seawalls, Docks, Naviga�le W terways.
- Deparkment of Health �& RehabiiilEaf(ve ServlceslEnvlronmental Heaith ni#-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmentai Prote�ction Agency-Asbestos abateme t. ;
- Federal Aviation Authority-Runways.
1 understand that"the following restrf��tlans apply to the use of ffll:� -
- Use of fill Is not allowed.in Flood Zone"V"unless expres ly permitted. �
- 1f fhe fiil materiai is #o be used in Fiood Zone "A", i is �understood t at a dralnage plan address�ng a
"compensating volume"'wil( be submitted at time of per itfing which is p�epared by a professiana! engineer
licensed 6y the State of�Florlda.
- If the fii materia! is to !be used in Fiood Zane "A" In connection wlth a'perrriitted bullding using stem wall
canstruction, I certify th�at fili wili be used only to fiil the a ea within the ste waii.
- If fill material is to be used (n any area, ( certlfy tha us;e of such fill wiil nat adversely affact adjacent
properttes. !f use of filL is found to adversely affect adJ cent propertles, t e owner may be clted for vlolating:
the condi�ions of th'e buiiding permit Issued under the ttached permft a�plicatEon, for lats less than one (9.� -
acre whlch are efevated by fill, an engineered drainage lan #s required.
If I �rr► the AGENT FQR THE OWNiER, [ promise [n good faith to Inf rm-the owner of�he permitfing condifions set forfh in
this affidavit prlor to commencing c:ans#ructian. I understand that a separate permlt may be required for elecfrical work,
piurnbing, signs,�weils, poois, air canditianing, gas, or other install tians not specifi�a!!y included in the applEcation. A
perm(t issued shall be canstrued fo�be a license to proceed with fhe work and not as aufhority to.uio(ate, cancel, aiter, ar
set aside any provisions of the technfca! cades, nor shall Issuance o a permit preven�fhe Huliding Officlal from thereafter
requiring a carrection of errors in pl�ans, construction or violatlons of ny;codes. Every permEt Issued�shall become Iiivalid
un(E3ss the work authorized by sucFi permit is commeneed within si months of perm#'t lssuance, or #f work at�khori2ed by
_ the permif is suspended or abandoned for a period of six(6j months affer fhe tlme the�work is commeneed. An exfension
may be requsst�d, !n writing;from-khe Building-Offlcfal-for-aperiod not-to-exceed-nir�efy-{90)-days_and_will_demanst�ate__ __
)ustifiable cause for the extenslon, !f work ceases for nlnety(90)con ecut�ve days, th�)ob is considered abandoned. �
WA.RNING TO OWNER: YOUR ,F,At1�URE Tt3 RECCIRD A NOTI E OF Ct3MMENCEMENT MAY RESULT iN YOUR
PA�ING TWIGE FOR IMPRQVEME:NTS TO�YOUR PROPERTY. I YOU INTEND T� OBTAIN FINANCING, CONSULT (
Wi1fH YOUR�LENDER QR AN ATT�RNEY BEFURE RECORDING YL1UR'NQTIGE F COMMENCEMEN.T.
FLORtDA JURAT(F.S.117.03) �
OWiVER OR AGENY CONTRACT R___ I
Subscribed and swom#o(or af8rmed)before`ma this Subscrlbed an swom ta(or af�rmed)before me this
by . . �Y
Who(s/are personaily known fo me or fias/htive produced Who isiare pe ortaliy known to me qr has/have produced
as idenUflcallon, as identificatlon.
Y rNofary Pubila Notary Pubtic
Commtsston No. Commission o,
Name of Notary typed,printed or sfamped Name of Nofa typed,prfinted'or sfa�nped
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �(N�
Date Received: ��� / S
Site: ��c�� ��wl �`
Permit Type: � '����"�� ��
Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑
,
, -
This comment sheet shall be kept with the permit and/or plans. ,
/ � ,
�" � � —
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Ka1vi wi ze —P aminer Date Contractor and/or Homeowner
(Required when comments are present) '
� I
�f��``s I II�III IIIII illll illll IIIII lilll IIIII fliil Illli IIIII Ilil IIII
�e(� 2015066322
, Rcpt:167821g •
' � �S� 0.00 Rec: 10.00
l � Z� 04/28/2015 K, KT, p•00
ParmilNumber ` oo�Q P y Clerk �
Parcel ID Number � -�,6 -LI-62./r� 'C5dLd0 PAULA S 0'NEIL,Ph D PqSCO CLERK & COMpTROLLEn
N O T 1 C E d�F E O.RA��IiA E�N C E�IVI��E N T 04��8�2015 10:49am 1 of 1
State of�F;fori,da ' OR BK ���1 PG ���� �
County of � ., . _ �
TWE UNDERSlQ1�ED-hereby glVes notice that improvements_�will be made to�certain real properfy, and�in �ccortlance with S�ction 713.�3�f the I
Florida�Statutes,the following friforr�atlon is provlded in this NOTICE OF COMMENC�MENT. p,g
1.Deacrlption of property{legal descrlptlon). Da��'rw��� o-��p��Y����s �Nda �'�Qs e �� Z� P� �3 4,"t-r Y
a)Street(fob)Address, C�5.�2 7—e�,tic cT Zevkay�.��/s FL 3 3�Y2 /j�/� / -t c�m��N ri�„�t,,,r=.
2.General descriptlon of Improvements; � a 2 �j��z .� i 9 z�
oo�- -E- w�Nd�� R��ac«�.►7
3.Ownet informatlorr or Leaaee informatlon if the Lesaee contracted�for the Improvement; •
a)Name and address; �Ar �,z�.�,sh;2(d.S - �SS 2%ea�c c% sA,� ��,T����'� �L 3 3.�5!�
b)Name and address of fee.simpie titleholder•(If different than Owner Ilsted above) —
c)lnterest in property: a:� n.►e.R-
A .Co tnctor Inforrnetlon
��� Name a�d address; � O w� 5 (�o rv�z l�.ti�:['c.�.S'��^�4�. �� L�O 7� � Sj S�i �' d K/��/1'/�eJ`d f L
b)Telephone�No.; �0'7 �- �3�'3 �����, Fax Na:�(optfonal) . 3,�Qy�
5.Suretjr(If applicatile,a copy of the paymen�3on�7s a'�'ached) .
a)Name and�address: ����a
b)Telephone�No.: , � •
c)kmount of�Bond: S �
6,Lend�r
a)Name and addre�s; _��q
b)Telephone�No,: •
7.Peraons w}tiiin�the.State of Florida dealgnated by Owner upon whom notices�or other documents m�y be served as provided by Secdon
; . 713.13(1)(a)7.,Florida Statutes; .
a)Name and address: _____��A
b)Telephone No,; Fax No.:(optional)
8.a.ln addtilon to himaelf or herself,Owner deaignatea _�I�r� of
to recelve a copy of the Llenor's Notice as provfded In Section 71�3,13(1)(b),Florida Statutes,
b)Phone Number of Person or entlty designated by Owner;
9.Ezpiration date of nntice�commencemant(the exp(ratlon date may not be before the completlon of cons�uc8on end flnal payment to the
coFltractor but will be 1 ear from the'date�of recordin .unless'a dlfferent date:is s eclfled ; yp.
W/..itRNiN.Q:..:��QWN�ftcAMYPAY t�TS(HADf��1f"FH��6WNEfti4F`TEftTHE�XPIRATI0N�0��tWE:NOTI.C��OF,CnI�MEN:,:E,E�`i'::, .,,:
CONSIDEf�D7MPR4P��AAYMENT'S UI��ER CHARrtER"713,P��K{t?I,SECTION.713�13,.F�ORI,F?A�$TATUT�S:�tNp�.�.-`�filil�iEBuE�:1N;1l.fiSU��
• PAYING TWICE�FOR'�IMRROVEMENTS TO YOUR PROP"ERTY,A�NOTICE OF C.QMMENCEM�NT Mf1ST�8:�RECOIZ13��:�kN�:��b'���f-Fp�
INSPECTION: IF�YOtI'IKITEND t0 OBT/tIN�fINANCING,CON�SULT YOUR LENDER OF!AM ATTOf�NEY�EFOftE Ci�I�I�ERCiNG�#�IOttK OR
. RECORDING XbUl��bOTIC�OF COM�fiEWCEMENT. •
Under penalt�of �Jury,I decla� th�at I�fiav read the foregoing ootice of commencement and�iat the.facts stafed therefn are true to the��esCiif iny�
knowl e Fl � eilef. `
�... .����t L� ��.�
( nature�of:�hwi�er or' �� � ;o�Owners or Lessee's(Auth6dzetl Ofilber/DlrectotlParfnedManager) ( dnt Name and Provtd9�Sigtighcfy��TtUeIpt6Ce)'
' The fioregoing�inshumen#was acknowledged before me this�'_23�'� day�of� -��t � . • . qp �c�
bY Pa-T C�►zP�,�s�,�lds as o4,,�.,� (iype.otauthor�ty�e.goffl6ef���eytritacq �
, foF ,as • '
� (Neme of Peraon} (tYPe of aulhority,...e.p.offlcer;inufee�abcrti�ey In taet) .
for • (name of pariy on whom Instrument was exectite�.
Rersonally Knowrr ❑ Produced�iD ,
Type;of�ID � 4��.- Notary Signature � ��.
. � � , p�int name ,Qn� I
.� ��a m � • '�
,� NATASHA A.FLANSBURG �...ro 2e ��C�—
�*`� MY COMMIS3tON�FF126061 � �
D(P1RES:JAN 30�2017
°1� Bonded throuph 1st State Insurance
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STATE OF FLORIDA,CbUNTY�F��1�C�
� • �°�► THIS IS TO CERTIFY THAT THE FOREGOING IS A
� TRUE P,ND CORRECT COPY OF THE DOCUMENT
�' � r�`c,���ve rr,+sr .� � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
� •' �� - o ••. � � WIT�JESS MY HAND AND OFFICIAL SEALTHIS
'� * U � �DAY OF 2-i 2 G��
y � � PAULA S. O'NEIL, CL K&COMPTROLLER
� itrbJ
�Y �'q,`,�;cl�':^.,'ri 8 0
�::;=�������,���� BY � DEPUTY CLERK
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NOTIC�TO CUSTOMER—PRICE CALCUI.ATIONS:In order to ro erl
Goods than actually wNl be installed based on the measured square footage of the Project Area.As a result, the parties agree that the lump-sum Price
stated in this Cont�act is calculated upon both the value of estimat d Goods equri ed to Ifulfll Ithe Cont act(n uding as QOnWh ct Price may include more
square footaga of the ProJect Area,and the labor which may be estimated based on the amount of Goods required to fulfill the Contract(inciuding waste}.
By signing this Contract below,Customer acknowledges receipt of this notice and agrees and understands fhat the Price includes he eeco tsdwhtch may
not be refunded once the Instal(ation Services are performed.
VOTICE TO CUST,OMER: Federal law requires Lowe's to provlde you wtth the
�amphlet Renovale RIgIrL By signfng this Contract,Customer acknowledges
iaving received a'copy of this pamphlet before work began informing Customer Contract Total � c� �
�f the potential risk of the lead hazard exp�sure from renovation activlty to be �J ��
�erformed in Customer's dwelling unit. #BPpIICBbI@ tBXES IfICIUd2d
�OTE; If rotted iwood is discovered during installation additional charges will a ) You will be given a quote and a change order
Any work or maeriat not ap e Ifled Iseo ibnc ud d�ln hts ont c�rAnyY an�ge�s�o addCo srwiA be at ena ditional charge for the materlal a
9 Custotner must initial.
�OTICE TO OWNER: — ACCORDING TO FLORIDA'S CQNSTRUCTION LIEN LAW (SECTlONS 713.001 7�3.37, FI,ORIDA
;�TATUTES , THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVtCES AND ARE NOT PAID IN
0�L HAV�A RIGHT TO ENFORC�TMEIR Cl.AIM FOR PAYMENT AG
S T R U C T I O N L l E N. 1 F Y O U R C O N T R A C T O R OR A SUBCO TRACT R P AILS R 0 7PAY U'CONTRAC'TORS r
UB-SUBCONTRACTORS, OR MATERIAL SUpPLtERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR +
ROPERTY FO;R PAYMENT �VEN 1F YOU HqVE ALREADY PAID YOUR CONTRACTOR(N FiJLL. fF YOU FAIL TO PAY YOUR I
ON7RACTORy YOUR CON�TRACTOR MAYALSO HAVE A LI�N ON YOUR PROPERi'Y.THIS MEANS i�A LlEN IS FILED YOUR �
ROPERTY�COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERV(CES THAT YOUR
ONTRAC70R�OR A SUBCONTRACTOR MAY HAVE FAfLEp TO PAY.TO AROTECT YOURSEl.F, YOU SHOULD STIPULATE '
I THIS CONTRqCT THAT BEFORE ANY PAYM�NT IS MADE,YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU W1TH A
'RITT'EN RELEASE OF LIEN �ROM ANY PERSON OR COMPANY THAT HAS PROVIDED 70 YOU A "NOTICE TO OWNER."
.ORIDA'S CONSTRUCTION LlEN l.qW 1S COMPLEX,AND I?'IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
IOTO R�LEASE:i Customer grants to Lowe's and Lowe's erriployees and fndependent contractors the right to take photographs of the Premises where
tallation Servlces will be pertormed and all work performed at the Premises related to this Contract, and Irrevocabl
�rest in and to the photographs for use in all markets and media,worldwide, in perpetuity,Customer authorizes Lowe's to copyright, use and publlsh the
y grants to Lowe's all right,title and
�tographs(n print:and/or electronically,and agrees that Lowe's may use such photographs for any lawful purpose,including,but not limlted to,marketing,
�ertising, publicity illustration, tralning and Web content. By Initialing here,•Customer agrees to the foregoing. [Customer to initlal to the leftj, �
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Page 1 of 6
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Product Approval
USER: Public User
Product Approval Menu> Product or Application Search> Application List> Application D�etail
FL # FL 11646-RS
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be
reviewed and r�tified by the POC and/or thf;
Commission if necessary.
Comments
Archived � i
Product Manufacturer Atrium Companies Inc.
Address/Phone/Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336) 731-9550
tbatten@atriur�iwindows.com
RE°/1�
Authorized Signature Jason Seals C�TY r���T�3^'�''l S�
jason.seals@atrium.com P����������'HyR��LL�
S EXAEti�l�iER
Technical Representative Jason Seals
Address/Phone/Email 9001 Ambassador Row
Dallas, TX 757.47
(214) 637-2696
jason.seals@atrium.com ��►-���•?�,;��,T �����t�����
c�.z.�1'�.,ICF��3L„BaJI�,I�ING,
ELEC?'RI��,�PLL�.�ING '
Quality Assurance Representative Tommy Smith �����-�='ti!�s,��;��J `�
Address/Phone/Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336) 764-6400
tommy.smith�),atrium,com
Category Exterior poors
Subcategory Sliding Exteriar poor Assemblies
Compliance Method Certification Mark or Listing
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Page 2 of 6
f
i 1 �
Certification Agency ' ' American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S. 2/A440 2005
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
ASTM E1300 2004
ASTM E1886 2005
ASTM E1996 2006
E uivalence of Product Standards
q
Certified By
Product A roval Method Method 1 O tion A II
pp p
Date Submitted 11/13/2013
Date Validated 07/28/2014
Date Pending FBC Approval
Date Approved 07/29/2014
Summary of Products
FL# Model, Number or Name Description
11646.1 311/312/378 Sliding Glass R-PG35*-1797x2019 (71x80)-SD (311),
Door R-PG35-2407x2019 (95x80)-SD (312),
R-PG30-1899x2426 (75x96)-SD (312),
R-PG35-1829x2083 (72x82)-SD (378)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11646 RS C CAC ADW-08 311 312 �D
Appi•oved for use outside HVHZ: Yes XO SD-R30 75x96 AAMA APC D2326.01_
Impact Resistant: No 801-47-r0,�df
Design Pressure: N/A FL11646 RS C CAC ADW-08 311 312 :�D
Other: 311/312 utilize steel rebar; 378 utilizes XO SD-R35 71x80 AAMA APC D0985.01_
aluminum rebar. All doors shall utilize safety 801-47.pdf
glazing per 2010 FBC Section 2406. All frame FL11646 RS C CAC ADW-08 311 312 5D
XO SD-R35 95x80 AAMA APC D0985.01-
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Page 3 of 6
, ; � �
components are fabricated froin extruded vinyl 801-47.pcif
(PVC). FL11646 RS C CAC ADW-08 311 SD XO
SD-R35 72x80 Finless AAMA APC U6923.01-
801-47.pdf
FL11646 RS C CAC ADW-08 312 SD XO
SD-R30 75x96 Finless AAMA APC I)6923.01-
801-47-r0.pdf
FL1164f� RS C CAC ADW-08 312 SD XO
SD-R35 �Sx80 Finless AAMA APC I)6923.01-
801-47.pdf � �T.
" FLl 164E RS C CAC ADW-08 378 SD :XO
SD-R35 72x82 AAMA APC D0986.01-801-
47.pdf �
FL1164� RS C CAC ADW-08 378 SD XO
SD-R35 72x82 Finless AAMA APC I)6923.01-
801-47.pcif
Quality Assurance Contract Expiration Date
08/28/2017
Installati.on Instructions
FL11646 RS II ADW-08 311 312 378
Installation FBC 2012 ATR023 Rl.pd.f
Verified By: Hermes F. Norero 7377�3
Created by Independent Third Party: Yes
Evaluatimn Reports
FL11646 RS AE ADW-08 311 312 378 PER
FBC 2012 PER2920 Rl.pdf
Created by Independent Third Party: Yes
11646,2 332/388 Sliding Glass Door SD-R40 '12 x 96 (388), SD-R50 72 x f32 (388),
SD-R50 71 x 96 (332), SD-R50 95 x !30 (332)
Limits of Use Certi�cation Agency Certificate
Approved for use in HVHZ: No FL1164Fi RS C CAC ADW-08 332 SD XO
Approved for use outside HVHZ: Yes R50 71x�6 Fin AAMA APC D5177.01-801-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL1164Ei RS C CAC ADW-08 332 SD XO
Other: Series 388 utilizes aluminum rebar; R50 71x>6 Finless AAMA APC D51'17.01=
Series 332 utilizes steel rebar. All doors shall 801-47.pr�f
utilize safety glazing per 2010 FBC Section FL1164Ei RS C CAC ADW-08 332, SD XO
2406. All frame components are fabricated R50 95x��0 Fin AAMA APC D5177�01-801-
from extruded vinyl (PVC). 47.pdf
FL1164E RS C CAC ADW-08 332: SD XO
R50 95xf�0 Finless AAMA APC D51'17.O1�
801-47.,�df
FL1164Ei RS C CAC ADW-08 38E SD XO
R40 72x�6 Fin AAMA APC D5179.01-801-
47.pdf
FL1164� RS C CAC ADW�08 38E SD XO,
R40 72x�6 Finless AAMA APC D51'79.O1_
i
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I
Page 4 of 6
' 801-47.pcif
FL11646 RS C CAC ADW-08 388 SD :x0
R50 72x82 Fin AAMA APC D5179.01-801-
47.pdf
FLl 1646 RS C CAC ADW-08 388 SD :x0
R50 72x82 Finless AAMA APC D5179.01-
801-47.pcif
Quality Assurance Contract Expiration Date
02/14/2018
Installation Instructions
FL11646 RS II ADW-08 332 388 SD
Installation FBC 2012 ATR025 Rl,pdf
Verified By: Hermes F. Norero 7377�i
Created by Independent Third Party: �Yes
Evaluation Reports
FL11646 RS AE ADW-08 332 388 SD I'ER
FBC 2012 PER2950 Rl.�df �
Created by Independent Third Party: Yes
11646.3 352 Sliding Glass Door, SD-C60 96 x 96
Non-Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1164E RS C CAC ADW-01 352 SD C60
Approved for use outside HVHZ: Yes 96x96 Nan Impact AAMA 101 APC
Impact Resistant: No A7352.01-801-47-RO.pdf
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: All doors shall utilize safety glazing 02/04/2015
per 2010 FBC Section 2406. All frame Installation Instructions
components are fabricated from extruded vinyl FL1164� RS II ADW-01 352 2352 SD Non-
(PVC). Impact In.stallation ATR027-2010.pdf
Verified By: Alexis Spyrou 68101
Created by Independent Third Party: Yes
Evaluation Reports
FLl 164� RS AE ADW-01 352 2352 Non
Impact Sl� PER 1582-2010.pdf
Created by Independent Third Party: Yes
11646.4 352/2352 Sliding Glass SD-C60 �6 x 96
Door, Impact
Limits of Use Certification Agency Certificate ,
Approved for use in HVHZ: No FL11646 RS C CAC ADW-01 352 2352 SD
Approved for use outside HVHZ: Yes C60 96x96 Impact AAMA 506 APC
Impact Resistant: Yes A8319.01-801-18.pdf
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: All doors shall utilize safety glazing 02/04/2015
per 2010 FBC Section 2406. All frame Installatiion Instructions
components are fabricated from extruded vinyl FL11646 RS II ADW-01 352 2352 SD
(PVC). Impact Installation Florida 121913.pdf
http://www.floridabuildin�.or�/pr/pr app dtl.aspx?param=wCJEVXQwtDqsQFcSK%2fTr... 3/25/2015
Page 5 of 6
� � Verified ;By: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluatia�n Reports
Created�iy Independent Third Party:
11646.5 4000/R4000 Sliding Glass SD-R45-1829x2032 (72x80) XO, SD-:�t20
Door, HP, XO 2438 x 2438 (96 x 96) XO, SD-R30 1E29 x
2438 (72 x 96) XO
Limits of Use Certificai:ion Agency Certificate
Approved for use in HVHZ: No FL11646 RS C CAC ADW-01 4000 SD XO
Approved for use outside HVHZ: Yes SD-R20 96x96 AAA APC D2325.01-f�01-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL11646 RS C CAC ADW-01 4000 SD XO
Other: All frame parts are fabricated from SD-R30 72x96 AAA APC D2325.01-f�01-
6063-TS extruded aluminum. 47.pdf
FL11646 RS C CAC ADW-01 4000 SD XO
SD-R45 72x80 AAMA APC C3400.01.-801-47-
RO.pdf
Quality A,ssurance Contract Expiration l)ate
10/25/2016
Installation Instructions
FL11646 RS II ADW-Ol 4000 SD �[P
Installation- Fin.pdf
Verified ]3y: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11646.6 4000/R4000 Sliding Glass SD-R25-1829x2032 (72x80) XO
Door, Standard, XO
Limits of Use Certification Agency Certi�cate
Approved for use in HVHZ: No FL11646 RS C CAC ADW-01 4000 SD XO
Approved for use outside HVHZ: Yes SD-R25 72x80 AAMA APC C3400_01-801-47-
Impact Resistant: No RO.�df
Desi�n Pressure: N/A Quality A.ssurance Contract Expiration 1)ate
Other: 10/25/201.6
Installation Instructions
FL11646 RS II ADW-Ol 4000 SD STD
Installation- Fin.�df
Verified I3y: American Architectural
Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
�
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wG:EVXOwtDasOFcSK%2fTr.., 3/25/2015
Page 6 of 6
, : ' � �
� 11646.7 411 Acoustical Sliding SD-LC40 96 x 96 XO (standard), SD-:LC50 96
Glass Door x 96 XO (HP), SD-LC25 108 x 96 Ox:O (HP),
SD-LC35 108 x 82 OXO (HP)
�
Limits of Use Certifica�tion Agency Certificate
� Approved for use in HVHZ: No FL11646 RS C CAC ADW-00 411 SD OXO
Approved for use outside HVHZ: Yes SD-LC25 108x96 AAMA APC D3444.01-901-
Impact Resistant: No 47.pdf
Design Pressure: N/A FL11646 RS C CAC ADW-00 411 SD OXO
, Other: All doors shall utilize safety glazing SD-LC35 108x82 AAMA APC D344��.01-901-
per 2010 FBC Section 2406. All frame 47.�df
components are fabricated from extruded vinyl FL11646 RS C CAC ADW-00 411 SD�O
(PVC). SD-LC40 96x96 AAMA APC D3234.01-801-
47_R1•pdf
FL11646 RS C CAC ADW-00 411 SD XO
SD-LC50 96x96 AAMA APC D3234.01-801-
47-R1.pdf ���
Quality �ssurance Contract Expirat:ion lDate
11/20/2017
Installati�nn Instructions
FL11646 RS II ADW-00 411 SD Installation
, . Instructions.pdf
Verified :By: American Architectural
Manufacturers Association
' Created �,y Independent Third Party:
Evaluatia�n Reports
Created�y Independent Third Party:
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqsQFcSK%2fTr... 3/25/2015
ATRIUM COMPANIES, INC. A.,,R��n�r
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2. THENUMBEROFINSTALIATIONANCHORSDEPIREDISTHEMINIMUM vN:(zta)63�-2696 FX:(21a)a2a-b7a4
NUMBER OF ANCHORS TO BE USED FOR PRODUC!INSTALLATION.
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DETAIL(I.E.,WITHOUTCONSIDERATIONOFTOLERANCES). �N p�- a j i°n ^
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION 1. THE PRODUCf SHOWN HEREIN IS DESIGNED ANO �Q Q Z �m� a
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SHIM(5)SHALL BE CONSTRUCTED OF HIGH DEN517Y PLASTIC OR tn � �Z�'+ a
BETTER. 2. ADEQUACY OF THE E%ISTiNG SfRUCR1RAL uj ¢�w a a
5. FORNAILFIN:WOODBUCK:USE#8WOODSCREVJ57HROUGHTHEFIN CONCREfE/MASONRY,STEELSTUD,AND2%FRAMINGASA --
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SUFFICIENTLENGTHTOACHIEVE AMINIMUMOF3THREADS � c�i �o
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9. FORTHRUFRAME:STEELSTUD:USEp10TEK5CREW57HftOUGHTHE SPECIFICDOCUMENTSFORUSEWITHTHISDOCUMEM. ` at �
FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 3 B ANCHOR LAYOUTS J � � w
THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 5.APPROVED IMPACT PROTERIVE SVSTEM IS REQUIRED ON q g VERTICAL SECTLONS w p N H
THIS PRODUR IN AREA$REQUIRING IMPAR RE515fANCE. �
30. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL 5 B HORIZONTAlSECTIONS d GLAZING DETAL V �
FINISHES,INCLUDING BUT NOT LIMRED TO STUCCO,FOAM,B0.1CK 6.WINOOW FRAME MATERIAL.WHRE OR BEIGE VINYL � m
VENEER,ANO SIDING. �
7.GIA55 MEEfS THE REQUIREMEMS OF ASTM E 1300 GIASS
v 11. INSTAUATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEEf 5 FOR GIAZING DETAIL
MADE OF CORROSION HESISTANT MATERIAI OR HAVE A CORROSION �{ ���m7/�
4 , RESISTAMCOATING. �
5� DESIGN PRESSURE RATING `�� O ���
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- IM'OFACESHELLOFBLOCK. ' � .��
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= ANCHOR MANUFACTURER'S INSTALIATION INSfFtUCT10N5,AND 95"X 80° �35.0/-35.0 PSF �y � �
o A N C H O R S S H A I L N O T B E U S E D I N S U B S T R A T F S W I T H S i R E N G T F i$L E S S NOT RATED i�7i�'-.,�\.���
' THAN THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR ��� � t �°
x MANUFACTURER. 75"X 96" •30.01-30.0 PSF /� y P� ���
.�3' O T���1 j71�� w
14. INSTALUITION ANCHOR CAPACITIES FOR PRODURS HEREIN ARE 72°X 82'" �35.0/-35.0 PSF w� �°� m Z -�'�1
� BASEO ON SUBSTRATE MATERIALS WITH THE FOLLOW ING PROPERTIES: ¢N Z� _= V Z
� A WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. `UNIT USES ALUMINUM REINFORCEMENTS,AU,OTHERS USE STEEL �'�" � V �
_ B. CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF3000P51.
- C. MASONRY-STRENGTHCONFORMANCETOASTMC-90,GRADE DWG#: ^
N,TYPE 1(OR GREATERJ. A TRO��J
D. STEEL-MINIMUM YIEID SfRENGTH OF 33 K51.MINIMUM WALL
� THICKNE55 OF 33 MIIS.(20 GUAGE) .!:".:."..,
�"}'y,'�'�gtk Digitally signed by Hermes F Norero,P.E. SHEET � O C {.�
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Page 1 of 5
:
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�� ��M� Product Approval
�=�;p ����USER: Public User
Product Approval Menu>Product or Ap�licatian Search> Application List>AppIicatian Detaii
FL# FL 14706-R3
Applicatian Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR. Appravals by DBPR shall be
reviewed and ratified by the POC and/or the
Commission if necessary.
' Comments
Archived wj
Praduct Manufacturer Pe11a Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval @pel la.com
Authorized Signature Jon Hoogland �s�l���
jshoogland�apella.cam �,. ��'���,�
�r ,�-,��
P����������p-,..���__1
TechnicaI Representative Joseph Hayden '�Xq�,��� ��`�'/���'"�-..�..,
AddresslPhaneJEmaii 102 Main Street �_����.
Pella, IA 50219 -�.,,�.
(641) 621-6496
jahayden a�pella.com
��r���,,
uali Assurance Re resentative Pat Bortscheller F�"`L�'�LI�A��l���'"'�� �
Q tY P ����, ��,��� �- ����,
Address/1'hone/Email 102 Main Street "'���=�3�-��-����,�G.i7�,r��X�''�
Pella,IA 50219 �.�g_ 1y�
(641) 621-1000
PJBartscheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing �
http:/1www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzZ... 3/9/2015
Page 2 of 5
Certification Agency Window and Door Manufacturers Association �
Validated By Charles A. Pagen P. E., Ph. D. Fenestration
Technology
1!� Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted O1/25/2013
Date Validated O1/21/2015
Date Pending FBC Approval
Date Approved O1/28/2015
Date Revised 02/17/2015
Summary of Products
FL# Model, Number or Name Description
14706.1 High Performance Pella Size: 40" x 63"
Viny1350 Series Single
Hung (non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1430-12-13.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/12/2020
Design Pressure: +60/-60 Installation Instructions
Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E 13 00; 2) Frame 45 SH l.�df
type shall be 3.25" Pocket, Fin, 4.5" Block, or FL14706 R3 II PELL0005 SERIES 350-
Flange 325SH l.pdf
Verified By: Robert J. Amoruso 49752
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GV zZ... 3/9/2015
Page 3 of 5 '
� Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
SH Revl.pdf
Created by Independent Third Party: Yes
14706.2 High Performance Pella Size: 54" x 89"
Viny1350 Series Single
Hung (non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1430-08-09.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/12/2020
Design Pressure: +50/-50 Installation Instructions
Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E1300; 2) Frame 45SH l.pdf
type shall be 3.25" Pocket, Fin, 4.5" Block, or FL14706 R3 II PELL0005 SERIES 350-
Flange; 3) Largest vent equal split shall be 54" 325SH l.�df
x 78" or largest vent contemporary split shall be Verified By: Robert J. Amoruso 49752
54" x 84-1/8" Created by Independent Third Party: Yes
Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
SH_Rev l.pdf
Created by Independent Third Party: Yes
14706.3 Standard Performance Pella Size: 40" x 78"
Viny1350 Series Single
Hung (non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1324-OO.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/11/2019
Design Pressure: +40/-40 Installation Instructions
Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E1300; 2) Frame 45SH l.pdf
type shall be Fin, 4.5" Block, or Flange Verified By: Robert J. Amoruso 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
SH_Revl pdf
Created by Independent Third Party: Yes
14706.4 Standard Performance Pella Size: 54" x 99"
Viny1350 Series Single
Hung (non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1305-06-07.�df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzZ... 3/9/2015
Page 4 of 5
• .
Impact Resistant: No
� 03/14/2023
Design Pressure: +25/-25 Installation Instructions
Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E 13 00; 2) Frame 45 S�
type shall be 3.25" Pocket, Fin, 4.5" Block, or FL14706 R3 II PELL0005 SERIES 350-
Flange; 3) Largest Vent Equal split shall be 54" 325SH l.pdf
x 78" or Largest Vent contemporary split shall Verified By: Robert J. Amoruso 49752
be 54" x 96" Created by Independent Third Party: Yes
Evaluation Reports
' FL14706 R3 AE PERNo1803 Series350-
SH Revl.pdf
Created by Independent Third Party: Yes
14706.5 Standard Performance Pella Size: 40" x 63"
Viny1350 Series Single �
Hung (non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1316-OO.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/04/2019
Design Pressure: +40/-40 Installation Instructions
� Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E1300; 2) Frame 45SH l.pdf
type shall be 3.25" Pocket, Fin, 4.5" Block, or FL14706 R3 II PELL0005 SERIES 350-
Flange 325SH l.pdf
Verified By: Robert J. Amoruso 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
SH Revl.�df
Created by Independent Third Party: Yes
14706.6 Standard Performance Pella Size: 146" x 78"; 3-Wide.; Fin Frame
Viny1350 Series Single
Hung 2-Wide or 3-Wide
(non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14706 R3 C CAC 411-H-1272-OO.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/07/2019
Design Pressure: +25/-25 Installation Instructions
Other: 1) Configurations of glass shall FL14706 R3 II PELL0004 SERIES 350-
conform to current ASTM E1300; 2) Frame 45SH l.pdf
type shall be Fin, 4.5" Block, or Flange; 3) Verified By: Robert J. Amoruso 49752
Widths not to exceed 54" for each individual Created by Independent Third Party: Yes
single hung Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsx W4GVzZ... 3/9/2015
Page 5 of 5
SH Revl.�df
Created by Independent Third Party: Yes
14706.7 Standard Performance Pella Size: 146" x 78"; 3-Wide; Pocket Frame
Viny1350 Series Single
Hung 2-Wide or 3-Wide
(non-impact)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL 14706 R3 C CAC 411-H-1309-OO.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/23/2019
Design Pressure: +25/-25 Installation Instructions
' Other: 1) Configurations of glass shall FL14706 R3 II PELL0005 SERIES 350-
conform to current ASTM E1300; 2) Widths 325SH 1_pdf
not to exceed 54" for each individual single Verified By: Robert J. Amoruso 49752
hung Created by Independent Third Party: Yes
Evaluation Reports
FL14706 R3 AE PERNo1803 Series350-
SH Revl.pdf
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzZ... 3/9/2015
Q
�
PELLA CORPORATION � � =
SERIES 350 4-1/2" YINYL SINGLE HUNG WINDOW � W
� �
INSTALLATIONANCHORAGE DETAILS � �4 F
� �: -
� i6
a
o�
GENERAL NOTES: '
1.THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT INSTAW1T10N NOTES: a �
EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING � pRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. � '�
TO THE PERFORMANCE 57ANDARDS LISTED BELOW AT THE DESIGN PRESSURE(S)STATED F
HEREIN.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SFALED ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK Z �
VENEERANDSIDING. W m
7EST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFlED BY WDMA �- � °o
AND DOCUMENTEO IN THE�R HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE(CCL). �Z � � "
2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR 7YPE AND GRADE OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR O� o z� O
1,1, AAMAIWDMAICSA10111.S.2fA440-OB
SPECIFICAT70NS,INCLUDING MINIMUM NOMINAL SIZE.MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE Z LL a "
DISTANCES. �� ° i
2.THIS PRODUCT EVALUATON DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE �7� `o~ o
ZONE(HVFi�. 2.1. EDGE DISTANCES SHALL BE MEASUREO FROM CENTERLINE OF ANCHOR TO EDGE OF STRUC7URAL SUBSTRATE ERHER TO ?Q
THE INTERIOR OR EXfERIOR OF THE FENESiR4T70N PRODUCT, z =F-
3.ADEQUACY OF THE EXIS77NG STRUCTURAL CONCRETE/MASONRY,2X FRAMING AND METAL °�
FRAMING SUBSTRA7ES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 22. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRA710N INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE �i j m�W .,x F ¢
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE �2 0�~ Y~ Z
3.SEE SHEETS 5,6 AND 7 FOR SPECIFlC ANCHOR INSTALLATION DETAILS. O F-�v�� �
RESPONSIBILfiY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ��Q}Z o
ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. z— a
4.ONE(1)INSTALLA710N ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. V Q J�O p � �
4.'IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER 5.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MA)CIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER a a W?S �,5
ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLA710N IS THE RESPONSIBILITY OF -i o a�� �w
THE LICENSED PROFESSIONAL�ENGINEEt2"OR-REGISTERED"ARCHITECT"AC7INGASTHE DESIGN -(O.C.)SPACING PLACEMENT-OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2.END.DISTANCES AND O.C. ._ W� ...Q R��
P R O F E S S I O N A L O F R E C O R D FOR THE PR0.IECT OF INSTALUITION. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE a o Z �i g
6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL rNi y
5.WHEN INSTALLED IN LOCA710NS WHERE WINDBORNE DEBRIS PROTECTION RE�UIREMENTS �
BE CONSTRUCTED OF WOOD COMPOSRE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. �W ^
EXIST,THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC W F- "
RE�UIREMENTSFORWINDBORNEDEBRISREGIONS. �p o���
6.1. FOR BLOCK 8 FLANGE FRAME INSTALLATIONS,SHIM AS RE�UIRED AT EACH INSTALLATION ANCHOR �� �„�i
6.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENTARE SUBJECT TO Q � �
ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR 62. FOR FIN FRAME INSTALLATIONS,SHIM'i/2'FROM EACH INTERIOR CORNER OF THE WINDOW,BENEATH INTEGR.4L W W �
REGISTEREDARCHffECT. MULLION(S),AND18'O.C.7HEREAFTER. C W ° frg�"
7.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. F � °
LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN.
8.INSTALLA710N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAILATION
8.WINDOW FRAME MA7ERIAL-VINYL(PVC) INSTRUC710NS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM ST2ENGTH
SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2.
9.GLASS MEETS THE REQUIREMENTS OF ASTM E7300-04e1.
'10. DESIGNATIONS"X'AND'O'STAND FOR THE FOLLOWING(AS APPLICABLE):
'10.1.X:OPERABLE LITE,SASH OR PANEL
'10.2 O:FIXED LITE,SASH OR PANEL
�7. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEI SCREWS T}iHT COME INTO CONTACT S E E S H E ET 2 RoDe�J.Artaiuso,P.E
WITH aTHER DISSIMILAR MATERIALS SHALL MEET T}iE REOUIREMFMS OF THE CURRENT Fbrida P.E.No.a9752
EDRION OF THE FLORIDA BUILDING AND RESIDEN7IAL CODES. �tdttOEtgt9
FOR DESIGN ta't4A`1���E'S.9�,`•�,I
12. THE IFAST DESIGN PRESSURE SPECIFIED ERHER IN THIS DRAWING OR IN THE PRODUCTS v�o �L�.+•••- '�l�BR�
CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. PRESS U RES. TABLE OF CONTENTS `��e�;•��G ENS�,��C a��
13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATER PROOFING OF THE SHEET REV SHEET DESCRIPTION `Q: Nd d9752 'd'�
INSTALLEDWINDOWISNOTPARTOFTHISINSTALLATIONCERTIFICATION.THAT SEE GENERAL -• ,
1 GENERAL NOTES,INSTALLATION NOTES 8 TABLE OF ��`':� /:�'�
RESPONSIBILITY SHALL BE THAT OF THE MANUFAC7URER AND/OR THE INSTALLER. — CONTENTS � ? *� fi^ �� '�
NOTE 12 FOR —�:� (,1�, t�� � ,cr:
'14. SECTION VIEWS ARE SHOWN WITH ALUMINUM ST7FFENER BARS INCLUDED IN THE SASH. AL/�1 I 1 Ol VAL 2 — ANCHOR SCHEDUIES AND OP CHART �� : Tr1T� F :�1�
EACH STiFFENER BAR MAY OR MAY NOT BE RE�UIRED BASED ON UNIT SIZE AND DESIGN o�: :'�a
3-4 — ELEVATIONS 8 ANCHOR LAYOUTS �'��• Q'�C♦
PRESSURE. .��F•.<p p 40,.• ��e
REQUIREMENTS 5-7 — INSTALLAl10NCROSSSECTIONS "�>;;SjQ�;jAyE,�;�`'
8 — BILLOFMATERIAIS �f�ld�[����g�16ti�
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INSTAL1AilON ANQfOR S0IEDULE 41/2"FRAME-NAILING flN&BLOQ(/FLANGE FRAME INSTALLATION-SINGLE CONF.
m�wucarn,nm mwc.wmoows¢e ouonu7a'cElml � o
6 MAX O.G(in
WINDOWf11AME f0.5TENE1tNFA�T'VE FASIMERSIIF SUBSIPATE ANO/Ofl FMBFDMINiIQiI EOGE06fANCEIPlI ANQ10NfAPAQf�S FRAME AN610R�$� � Oi
ttvE SvEaFl[aiqrv R) RI ansmon AN[HOR DP�P�1
CONFIGURA7ION SCHEUULE
IIGAUGEa00flnG apprmimattly WOODWITNAMINIMUM I �N(in) H(in) HFAD/SILL JAMBS HFAD/SILL IAMBS �
NAWNGiM ROOi1NGNA0. I1GNIGE W000 3�� i � �
WYLrl-1/2'tDNG 1-U3' SPEUiICGRI�VIlYOF0A3
inN rMCO�a111 1-I/3' 1-1/8' MIN.3000 VSI CONCREIE 56 99 60 # � i
54 89 60 C.) �S
F
ncou�mncoru ia/e- r Minxsoovs�conrn� 11GAUGE
CorvCncrE NAILINGFIN 40 63 60 4 4 Q 4 � �7 'a'
p[pCpEtE.ctF7tSSO 2' 1-7/d' MIN.2500PSICONCREfE ROOFINGNAII O
40 63 75 � W 3
wrncwiK�onn 1-]/2' 1-1/8' MIN.ZOOOPSICANCREfE d
MiOf111�JJIMFAD 3/16' 60 78 60
t
ITV TMCOt6(1) 1' 1'
SmENGMCONfaPMM10E 54 99 40 19 14 p
MASONRY QGOIILTPhCOtd 1•1/<' 1' Q
TO(SiTA CAO,MEOIIIM 54 99 60 175 13
ilANGEFMME (BIOCIVCMU) pLOCREiE-FtfXSYI 1-1/4' 1.7/8' WEIGNT
54 89 40 19 14
�� MILTIKWIK10NI1 1' 1•1/B' S4 89 60 175 11.5
eto«ma�.a NO_10 WS
�yNC M1SI B1B.6.1 40 63 40 6 6 39 14 �
TIIOOWHi1NME (WOODXPEW�(2) �.'OODNn1HAMIMMUM (ANSIBlSb.l) _ o m
WOOD 1-1/2' 1' 0 � ..� O
pNCNON ASMEele.6.a SPECIFlCGRAVIT'OFOA2 40 63 60 19 14 0
oa (iavrirvG s[atw11x1 FLANGE FRAME q� 63 75 19 125 Z °o a �
�ANOIOR 20G�W(iE(0.03a6' qSR.1a6535TEEL33161 AND 40 78 d0 19 14 �
MIN.IXK�STEEL /SMEB38b.a BLOCKFRAME �Q o �
3' hE1D5TRENG111SiEELON
INQUDINGSfEEL (TP➢F�NGSCREW�(3) B�R �NG 40 78 60 19 16 Z=
iIATONVI�IIHFND r10.30 �� iULLYYENEfPATE
SuBSmaTEwin� 7NROUGHFRAME 54 99 40 �V
1/8'MIN.iHK. lSMEB38.6A 31NRflDS �T�+�ad6STEE1361(51 pNCHOR � a
$i[El (TFFiING$CREW��2� FROTRUDING 1' YIFIUSTNENGIHSTEEIOR 3�16' $4 99 60
O W m�O x N Q
iN��r acrha OR CONQtEIE 54 89 40 W N Z Z '� ~
0.060'MIN.THK ISMEBIH.6A 1� 606}BILLl1M�NUMOR a�P���R SCREW w
54 89 60 O���1 raq � .Z
raumirmnn RnvvwesrnavlRl et�a pp a y Q.�w � � a
NO.10 40 63 40 6 6 19 36 �Z—y�
Nons: 40 63 60 � Q�J>W $°�
1�V'JIEN ITW TMCON$ME LLSm fOP CONCAEfF/MlSONRY�NSTPLAPON,TNEYSIWl BE 1HE PDVANCm 7HRFAOi00.M TECHNOIOGYTYVE TAPPING
2�FORWOODMIDTAVVINGSCREWSIFSVIITi1NG15ACONCEPN,DRILL7/6G'PIIOTNOfEFOPFW�GE/BIDC[FPAMEINSTPLA7IONOF3(31'VIIDTNOIEfORWUUNGFIN $�qE1Al(ASME 40 63 �$ � J O d�(J �w�
fn _
utsrnwnoN. 818.6a1_ ao . 7a _ 40 , W P.�
NOTES: ao �8 6o a �_ ����
MU y
9_ INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR 41/2"FRAME-NAILING FlN&BLOQ(/FLANGE FRAME INSTALLATION-TW IN&TRIPLE CONFIGURATION w Z p
SPECIFICAT10NS BASED ON THE WINDOW FR,4ME 7YPE AND SUBSTRATE ¢ to't"
TRANSRION 8AR W �°o�
ENDDLS'fAN�(ED) N W��o
2. 4'1!2"FRAME-NAILING FIN 8 6LOCKIFLANGE FRAME INSTALLATION-SINGLE FRAME ANCHOR(SFE rvinx.wwnow svE ANCt10RQU5TERAT �.�� nnax-o.�(in) � g <
CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. coNFi�uiwnoN ANCHOR OP(psfJ N�+o/sn� � �F$F�m
SCHEDULE� MW O.G � g t�
W("m) H(m) Qty. HEAD/SILL JAM85 HEADISILL 1AM65 _
�
2.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE.
2.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON 1a6 7a eo 5 '1
ELEVATION DRAWINGS. iieau�e iac 7a 6a 7 i 4 4 4 4
2.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE NAIIING FIN ROOFINGNAIL 7zi �a ao a i
FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. izi �a so � i
2.3.1. QUANTITY OF ANCHORS BASED ON MEETING TFiE O.C.SPACING ia6 7s ao 5 i ls
REQUIREMENTS.
2.4. ' MAXIMUM WINDOW SIZES(W x H) No.iaws iac 7s eo � i 13
2_5. MAXIMUM DESIGN PRESSURE(DP) FLANGEFRAME (AN51818.6.1j lZ1 7a ao q i 6 6 19 is
121 78 60 6 1 34.5
3. 4'll2"FRAME-NAILING FIN 8 BLOCK/FLANGE FRAME INSTALLATION-7VYIN 8 �Q��ME 1a6 �s ao 3 i RaOert J.Amonao,P.E
TRIPLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 3/i6- Floddaa.ENaas�sz
USING 166 78 60 5 2
3.1. REQUIRED ANCHOR 7YPE BASED ON SUBSTRATE. TMRANaoa�E Cosertew lzi �s ao n z 6 6 i9 15 ``e,b�t���i�+ES ,et rfpi�.p
3.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON oR lzi �a 6o a z ,4��,Z�,`G ENS�1p9,r��+
ELEVATION DRAWINGS. _ uiParvaoR __ No_lo iae �s ao 3 1 .0�,. 1. F ••G�p -
TAPPING � 146 78 60 5 1 4<C'7 {V 4$7$2 :O=
3.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BEfWEEN THE 6 6 i9 is
SCHEW(lSME 121 78 40 3 3
FRAME END ANCHORS DIMENSIONED ON ELEVATION DR,4WINGS. =�:� i �� /�'��
3.3.'I. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.SPACING Bl$'6A) 1zi �s eo a a +�� i 1��' i�q',<7:�y
3.4. M A XR MU4 M W N D O W S I Z E S(W x H) r�_+j�T�T= F ;•��u?
3.5. MAXIMUM DESIGN PRESSURE(DP) '!��S.0 Q R lO Q'�\;:�
33.6.1.T�QUTANTITY OF CLUSTERED ANCOHO,RS,ANDR CLUSTER INCLUDING sss�ls'j�h�A�EC��`o�
3.6.2. MINIMUM SPACING OF CLUSTERED ANCHORS. �r:aasa��
�
MAX. UNIT WIDTH SEE MAX. UNIT WIDTH SEE TABLE SHEET 2 INSTALLATION ANCHOR �
TABLE SHEEf 2 INSTALLATION ANCHOR CLUSTER SEE TABLE SHEET 2 �
SEE TABLE SHEET 2 SEE NOTE 2 FOR SIZE AND MAX. o _,
A O.C. SPACING. (SEE ` "
4" MAX. A 4" MAX. FOR SIZE AND MAX. 5 �THIS SHEET 4� � NOTE 7 THIS SHEET) `
5 O.C. SPACING. (SEE NOTE 4" MAX. � �
� 1 THIS SHEET) . _ . - # �
4" MAX. ~ gs F
4" MAX. . � �< �
T � Wo
I � � j / SEE NOTE a �� �
O 3 SHEET 3
O O �
B /// B % a
5 MAX. UNIT 5 3" MAX. E GHTUS E
HEIGHT SEE e
TABLE 5• � TABLE ; g m
SHEET 2 � .� SHEET 2 o F � ° o
� � zp `�gw
� o�a m
SEE NOTE �� g �
3 SHEET 3
�—. j X �_ j X X � �o
U
OW�J Q ..= N Q
4" MAX. 4" MAX_
Q c� F.:
KKO�°d m~ ..z
t ' . . . or�nv�m 3 W
. �_i CLUSTER zZa>o � � �
SEE NOTE 2 °a -Z� N a^�
o S�a �
S"ERIES 350 STNGLE VINYL SINGLE HUNG WINDOW THIS SHEET Q N W N W �s
FIN FRAME EXTERIOR VIEW SERIES 350 TWIN VINYL SINGLE HUNG WINDOW �°a�J �
W._ �=�
- - - - - FIN FRAME EXTFRIOR VIEW a c w g2°
o� fi �
_ MAX, UNIT WIDTH SEE TABLE SHEET 2 INSTALLATION ANCHOR n� y °
CLUSTER SEE TABLE SHEEf 2 �LL ,�Q��
FOR SIZE AND MAX.
p� SEE NOTE 2 O.C. SPACING. (SEE NOTE � °���
4" MAX. 5 / \ THIS SHEET �_ 4" My(, � THIS SHEET) � �g��
- ' - B "c
4" MAX.
j
� / O / O / O 3ESHEETE3
B MAX. UNIT
5 HEIGHT SEE
�_� TABLE
3" MAX. � SHEEf 2
� 5" MAX. NOTES: Rooen�.wronno.P.E
1_ QUANTIN OF ANCHORS BASED ON MEETING THE O.C. Florida P.E No.astsz
� � � � j � SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES. 'S'1;1Be�E£Qll�fp
SEE NOTE 2 MINIMUM SPACWGCCLUSTERED ANCHORS SHALLIBEAND ,l�`��,�.�Ga�� a��Ft�,�s
s'-•.9 .
X X 3 SHEEf 3 EVENLY GROUPED ON EACH SIDE OF THE INTERNAL ,e���,•'�1.� F ,G��e
�_- j � - - '� j j —° - - - MUCLION CENTERLINE WITHSUBSEQUENT SPACING �cr� Nd 49752 :0,'"~,
BETWEEN ANCHORS AS INDICATED ON SHEET 2 TABLES.
4" MAX. 3. ALL FRAME SIZES IN THE 1WIN AND TRIPLE _ �'`���I�� fr- � ��*�
CONFIGURATION WILL HAVE(1)INSTALLATION ANCHOR 3' ="E1� � � ;� _�d
� � � � \_� � � � � � � `_�, � • • • • ABOVE AND 5'BELOW MEETING RAII CENTER LINE. p�:. ST:�,F� F :��1�
CLUSTER 4. ANY SINGLE HUNG WINDOW IN A TRIPLE CONFIGURATION °o�.C���'�O�l QQ��e�o`�
CLUSTER SERiES 350 TRIPLE VINYL SINGLE HUNG WINDOW MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED �
SEE NOTE 2 SEE NOTE 2 gY TESTING AND CERTIFIED BY THIS PRODUCTAPPROVAL �°�s��'I(j�AyE�tia��
THIS SHEEf F1N FRAME EXTERIOR V1Ew THIS SHEET DOCUMENT. i�a�f:tsae��
SEE NOTE 4 SHEEI'3
MAX. UNIT WIDTH SEE MAX. UNR WIDTH SEE TABLE SHEEf 2 INSTALLATION ANCHOR �
TAB�E SHEET 2 INSTALLATION ANCHOR CLUSTER SEE TABLE SHEEf 2 �
6" MAX. 6" MAX. SEE TABLE SHEEf 2 6� M�' �SEE NOTE 2 6" MAX. a =
FOR SIZE AND MAX.
C E FOR SIZE AND MAX. THIS SHEET O.C. SPACING. (SEE �
O.C. SPACING. (SEE NOTE 6 � NOTE 1 THIS SHEET) � �
� 6 1 THIS SHEE7) 1_
8" MAX 6° MAX. W �3 c
�y a
�— % O 7 % o j a W a °
F O SEE NOTE u�
D � � D � 3 SHEET 4
a �
� MAX. UNIT
HEIGHT SEE
6 8" MAX. 6 3" MAX. m
(SEE NOTE 5 MAX. UNfT � 5• M� TABLE _ � o m
THIS SHEEf) HEIGHT SEE � � SHEET 2 �� ' � LL
� � TABIE o¢ o g w °
S H E E f 2 j a w 3 a
SEE NOTE �o� o
/ � 3 S H E E T 4 j a
� � / � � / Z =w
�W N Z W m�
W
6" MAX. 6" MAX. �'w r'cJ7 w>> � ¢
} ' �— ) SEESNOTE 2 a�¢��� sZ�
�z-r =
SFRIES 350 SINGLE VINYL SINGLE HUNG WINDOW THIS SHEEf �a g?a " $e�
SERIES 350 TWIN VINYL SINGLE HUNG WINDO W <��'J
BLOCIV FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION —�N W N U �g�
EXTERIO[tV fEW ._._ _ ._.._ _ _ BLOCK/FLANGE FRAME THROUGH FRAME OR CLIP iNSTALLATION �o a�o ��e,
MAX, UNIT WIDTH SEE TABLE SHEEf 2 EXT'ERIOR VIEW a �W ��g jw
INSTALLATION ANCHOR �+�
- 6� MAX CLUSTER 6" MAX. SEE TABLE SHEEf 2 w� aa
SEE NOTE 2 " ��o°
THIS SHEET FOR SIZE AND MAX. w= �„oz
C E O.C. SPACING_ (SEE NOTE �O . ge�
� 6 7 ' � �\ 1 THIS SHEEf) ��I �8 �
n = �� ��
6 MAX. � ~�
j
�
F / O � O / Q SEE NOTE NOTES:
7 3 SHEEf 4 1- QUANTITY OF ANCHORS BASED ON MEEfING THE O.C.
SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES.
� � MAX. UNIT 2' SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND
6 3" MAX. HEIGHT SEE MINIMUM SPACING.CLUSTERED ANCHORS SHALL BE
TABLE �ENLY GROUPED ON EACH SIDE OF THE INTERNAL
5" �X. SHEET 2 MULLION AND SPACED 3'FROM THE MULL CENTERLINE.
1 SUBSEQUENT SPACING BE7WEEN ANCHORS SHALL BEAS RoEenJ.Amo�uw.P•E
. l j l � j � INDICATED ON SHEET 2 TABLES. Floeaa a.e No.asrsz
I I SEE NOTE 3. ALL FRAME SIZES IN THE 7WIN AND TRIPLE �zgll;��Elfg�
CONFIGURATION WILL HAVE(1)INSTALLATION ANCHOR 3' odt� �!ES �lt�
� � X V � � X 3 SHEET 4 ABOVE AND 5"BELOW MEETING RAIL CENTER LINE. ��Q,'S ��� � ��i
11 �.°4�:'�\�+�$/cS���.��'ri
4. ANY SINGLE HUNG WINDOW IN A TRIPLE CONFIGURATION e�� �, �c G
----—- ------ ----- --—_--------- - ---- -- ----- --- - ------ - MAY 8E REPL-ACED WITH A FIXEO WINDOW-AS QUALIFIED - :�=� -�- �`P
o _
6° MAX. BY TESTING AND CERTIFIED BY THIS PRODUCTAPPROVAL ��: N 49752 •:�s
� / DOCUMENT. _�':� �r� �'*�
� � �_� 5. ALL FR.4ME SIZES IN THE SINGLE CONFIGURATION WILL =—�,,�j���� ��1 f I�:�=
CLUSTER CLUSTER HAVE(1)INSTALLATIONANCHORABOVEAND(1) �"`�r?�� ST:�T^ Y'JF o�u�
SEE NOTE 2 SERIES 350 TRIPLE VINYL SINGLE HUNG WINDOW SEE NOTE 2 INSTALLATION ANCHOR BEIOW MEETING RAIL SPACED 8° e�,c-..,c Q.����
THIS SHEEf gLOCK/I'LA[JGE FRAME THROUGH FRAME OR CLIP INSTALLATION THIS SHEEf MAX�MUM O.C.ABOUT THE MEETING RAIL CENTER LINE. %.��`S•�O R 1�• ��,.°
EXTERIOR V1EW fss,�s,a���se����,
SEE NOTE 4 SHEET 4
� II
MIN. EMBEDMENT �
SEE TABLE SHEET 2 ,�
INTERIOR FINISH o -
EXTERIOR FINISH BY OTHERS �
BY OTHERS v
INSTALLATION ANCHOR 2X WOOD FRAMING ° �
SEE TABLE SHEEf 2 BY OTHERS � " �
U �� F
APPLY EXTERIOR � �i o
FLASHING ACCORDING TO a
- MANUFACTURER'S INSTRUCTION MIN. EDGE DIST. �
SEE TABLE SHEEf 2
MIN. EDGE DIST. 7/4" MAX. a �
� O O Q��� 1/4" MAX. SEE TABLE SHEEf 2 SHIM
� SHIM
INTERIOR FINISH qpPLY INTERIOR o m
Q o o � V � APPLY INTERIOR BY OTHERS - � �
SEAIANT ACCORDING TO ° LL
^ D SEALAM ACCORDING TO o �°w °
MANUFACTURER�S INSTRUCTION MANUFACTURER�S INSTRUCTION Z o i a �n
�J 1 2 �o 0 0
INTERIOR =�
2X WOOD FR,4MING ="�
BY OTHERS � � �w�,z� ��� ~ a
2 o m z
p��°nin� ;
` � . m o o atAQ�U 4� a
O? ZZ a
MIN. EMBEDMENT p c�¢�"� N $a�
EXTERIOR . __ ° � �, INTERIOR SEE TABLE SHEEf 2 � �J�~
- - � 0 4 �oa�3 _I �a�
J^ J �^w
3
Q a o N �"�
o � �— o� � m? ; w
4 ��
INSTAUATION ANCHOR a � t��a�
SEE TABLE SHEET 2 � 9 N ��g°
d � �a�s
� 2 EXTERIOR FINISH EXTERIOR � a gK��
BY OTHERS �� � g �
APPLY INTERIOR
1 SEALANT ACCORDING TO
� MANUFACTURER'S INSTRUCTION APPLY EXTERIOR
FLASHING ACCORDING TO
, �O�� � MANUFACTURER'S INSTRUCTION
�M ,,�� 1/4" MAX.
O QI° lo _��
APPLY EXTERIOR B HORIZONTAL CROSS SECTION
FLASHING ACCORDING TO MIN. EDGE DIST. 5 F1NINSTALLATION RoDeM1J.Amotuso,P.E
MANUFACTURER'S INSTRUCTION SEE TABLE SHEET 2 FbridaP.ENO.49752
I SEELTABI�E S EET 2 .�`'�oQ'�,,G�EA1"9�d�8�4
- WTERIOR'FiNISH ,`�p�:��"� SF�'9���0. -
BY OTHERS
„�C: N d9752 :d;
EXTERIOR FINISH :�;, i��t�
BY OTHERS y�:i��('� �� �' ,'I���
MIN. EMBEDMENT 2X WOOD FRAMING `����G.��T���`
BY OTHERS
SEE TABLE SHEEf 2 ��,�•_�c p,:�5�:
A VERTICAL CROSS SECTION '-r,�;-.<,o R ti�:��e�a�
ssr�s�a`�i'�Nt��s
$ FIN INSTALLATIOIJ
� _
i
� a
' MIN. EDGE DIST �
�SEE TABLE SHEET 2
v rv
SUBSTRATE VA!?IES � �
SEE TABLE SHEET 2. <'*
I SUBSTRATE BY OTHERS v �
OPTlONAL 1X SUCK BY MIN. EMBEDMEtdT � _
OTHERS, 'SX BUCK TO 8E SEE TASLE SHEET 2 ' �� a
I PRQPERLY SECURED. SEE I �
GENERAL NOTE 4 SHEET 1 + � �4 °
I MIN. EMBEDMENT 1/4" MAX. a �
SEE TABLE SHEET 2 SHlM �
APPLY EXTERIOR �- �
SEALANT ACCORDING TO � a � o � APPLY INTERIOR ¢ �
MFtNUFACTURER'S INS7RUCTtON ������.�� i/4° MAX. _
� SHIM SEAtANC ACCQRDING TO
� D APPLY INTERIOR MANUFAC7URER'S INSTRUCTION � o m
SEALANT ACCORDING TO o p � ¢ o
1 � MANUFACTUftER'S INSTRl7GTIdN z F:. o�a a m
��_� �- 1 2 �oi: �
INTERIOR "`�'
tNSTA�lATION ANCH6R M�N. EDG£ DIST. z ��
SEE TASLE SHEET 2
SEE TABLE SHEET 2 � �W��2 = N
� F a
. 2 �` 0 4�oN� �~ z
U � 4 a�a�-� D � "
�a�>ai
EXTER.I(�R � � °�0 INTERIOR INSTALLATION ANCHOR Q 4 ��� 8=�
- -�� - -- SEE TABI.E SHEE7 2 ..� � 1 o Wa�� � �n
o �. W � ��
Q �Q °' `r� ��ig
" OPTIONAL 1X BUCK BY �� M" � W
4 dTHERS, 2 X BUCK TQ BE �� � �
PROPERLY SECUREp. SEE O ao ��=a�
2 GENERAL NOTE 4 SHEE7 1 � 9 �n= �� o;�i
� � AT Sl�l TN£RE MUST � EXTER�OR a �g��
BE APPROVED SEACANT 10 Q � oW
UNDER ANCHOR HEAD SUBSTftATE VARIES
5EE TABLE SHEEf 2.
APPLY INTERIOR $u���+SE BY OTHERS
SEALANT ACCORDING TO APPLY EXfER)OR '-
APPLY EXTERIOR oq+ �o (�,� MANUFACTURER�S INSTRUCTION SEALANT ACCORDING 70
SEALANT ACCORDING TO ���1���� t( 1 � � ��4^ � MANUFACTURER'S INSTRUCTION
MANUFAt�7llRER'S lNSTRUC7ION ��Q ��-�""U''�o � SHSM
D HORIZONTAL CROSS SEGTION
OPFI4NA(. 7 X BUCK BY j 6 BLOCK/F1,ANGE FRAME THROUGH FRAME 1NSTALLAT101V
OTHERS, 1X BUCK TO BE
PROPERLY SECURED. SEE � RobertJ.Mqnuo,P.E
GENERAL NO7E 4 SHEET 1 FlorWa�.ENo.49752
SEE TAB�E S EET 2 ��t�t�`a������ri°�`>
SUBSTRATE VARIES �'w�.�'\G��y�5,''-�,�'�,�.i
SEE-TABLE SHEET 2. ���.• � F :�',�:'_. _
SUBSTRATE BY 07HERS �<Ce N 49782 �:a�
INSTALIATION ANCHdR ='k tt
SEE TABLE SHEET 2 �I'� '�� ''����
MIN. EDGE DIST_ -�0' U� ��� f�
SEE TABIE SHEE7 2 ;� 3T:�T= F o kl+
a�i ,t, ,kr'
�� VERTICAL CROSS SECTION '`�.��:;•-.o a tia�"�`'.`
. c
6 BLOCKJFLANGBFRAMEI"HROUGHPRAME 1NSfALLAT'lON '1et�S/4i i�xt����~�
i
Q
¢
MIN. EDGE DIST.
INSTALLATION ANCHOR SEE TABLE SHEEf 2 � �
SEE TABLE SHEET 2 � °i
SUBSTRATE VARIES � '
SEE TABLE SHEET 2. MIN. EMBEDMENT
SUBSTRATE BY OTHERS SEE TABLE SHEET 2 � �
OPTIONAL 1X BUCK 8Y MIN. EMBEDMENT 7/4" MAX• W �3 €
OTHERS, 1X BUCK TO BE SEE TABLE SHEET 2 SHIM -� �7 „
PROPERLY SECURED. SEE � � W e °
GENERAL NOTE 4 SHEET 1 INSTALLATION CL1P a
+ T- V�
I
APPLY EXTERIOR APPLY INTERIOR a �
SEAIANT ACCORDING TO � � Q�p 1/4" MAX. MIN. EDGE DIST. SEALANT ACCORDING TO
MANUFACTURER'S INSTRiCTION �p�p ° � SHIM SEE TABLE SHEET 2 MANUFACTURER'S INSTRUCTION _ P
Q D (2) SCREWS PER CLIP ' o m
APPLY INTERIOR INSTALLATION CLIP THROUGH CLIP HOLES o o�W o
� SEALANT ACCORDING TO �a r
MANUFACTURER'S INSTRUCTION � 2 �z"' o w
��o
(2) SCREWS PER CLIP INSTALLATION ANCHOR INTERIOR �W
SEE TABLE SHEET 2 Z s
THROUGH CLIP HOLES � o W�J� = N Q
2 SUBSTRATE VARIES ��o�� m~ z
O r��V 3
� , m SEE TABLE SHEET 2. � a N¢� � � Q
, � SUBSTRATE BY OTHERS z r Z o
00 �<g�° � a'
a o � INTERIOR g o a;g �R�
EXTERIOR _ �� . 0 4 _ a.- ��..I . #°;
_�� -- -- D-- -- -- - - - - a �a �Z ����
0� W U 11� �'�
' OPTIONAL 1X BUCK BY a a;o�
OTHERS, 1X BUCK TO BE w ��$a
4 2 PROPERLY SECURED. SEE � 9 �' � °g;�
GENERAL NOTE 3 SHEET 1 � e �g °
D �z) SCREWS PER CIJP EXTERIOR � g � �u
1 THROUGH CLIP HOLES �p
APPLY INTERIOR APPLY EXTERIOR
� SFI�LANT ACCORDING TO SEAIANT ACCORDING TO
APPLY EXTERIOR fl o(�L,�,,,� O MANUFACTURER'S INSTRUCTION MANUFACTURER'S INSTRUCTION I
SFI�LANT ACCORDING TO v�� ° INSTALLATION CLIP F HORIZONTAL CROSS SECTION
MANUFACTURER'S
� INSTRUCTION � � Q�� � 7 BLOCKJFLANGE FRAME CLiP INSTALLATION
OPTIONAL 7X BUCK BY ��4� MAX',
OTHERS, 1X BUCK TO BE SHIM RobanJ.Artnmw,P.E
PROPERLY SECURED. SEE � FbrldaP.ENO.a9752
GENERFiL NOTE 4 SHEEf 1 MIN. EMBEDMENT z4�itt!'����rga�l
SEE TABLE SHEET 2 `�da,` �jaf+��S,q��i�f�
SUBSTRATE VARIES ������'�v�C'E��.F��G���_ _
SEE TA66E-SHEE7'-2, -- - -- - ---- ----_. _. _ --- - ---- -
SUBSTRATE BY OTHERS ��'� N 49752 t O g
INSTALLATION ANCHOR ' ��' �� �r
SEE TABLE SHEE7 2 MIN. EDGE DIST. `�'���� �' ��� •��°
SEE TABLE SHEET 2 :"�+� STAT- �r .��
��0�• ,c�O � Q,��,C�1C/`�
E VERTICAL CROSS SECTION '�s� '� �'�`
- F•� � a. .�
7 BLOCK/FLANGE FRAME CLtP 1NSTALLATION ir�ps�a��f,E�`,,,
�f
Q
K
v
61LL OF MATERIALS ° °i
Qrr �
ITEM NO. DESCRIPTION FIXED WITH � �
�WIDE 2 WIDE 3 WIDE FLANF�RS U �
f�R Q
'I FRAME ASSEMBLY > > > � -' �� �
2 LOWERSASHASSEMBLY 1 Z 3 Z � �o
3 HALF SCREEN ASSEMBLY l(OP� 2(OPn 3(OP� 2(OPn a �� o
4(SEE '17/'16'IG ASSEMBLY(3MM ANNEALED) 1(OP� - - - `
NOTE 'I'IG ASSEMBLY(SMM ANNEALED) 1(OP� - - - a �
BELOW) 1 114"TRIPLE IG ASSEMBLY - � - -
11/16'VENTGLAZING BEAD,RAIL,WIiH WEEPS(SHOWf� 7(OP� - - -
5 1'VENTGIALNG BEAD,RAIL WITH WEEPS 'I(OPn - - � : o m
1'i/4'TRIPLE GLAZJNG BEAD,RAIL WfiH WEEPS - 1 - - �
'11/'16'VENT GLAZING BEAD,RAIL(SHOWN) l(OPn - - - ° °�a m
6 'I'VENTGIAZING BEAD,RAIL ��OP� - - � � • 3 W
1�/4"TRIPIE GLAI�NG BEAD,RAIL - � - ' Z a ° »
'11/'i6'VENT GLAZING BEAD.S71LE(SHOWN) 2(OP� - - - Z =
7 1'VENTGLA7JNG BEAD,ST1LE Z��P� ' - Z O F J� N I
'I'I!4'TRIPLE GLA7JNG BEAD,ST1LE - 2 - " �W°i c�a �� � <
�W N Z� h
8 GLAZING SEALANT p��°n�n w � w Z
9 FILLER BAR Z 4 6 4 a�a''a � � �
'10 FILLER BAR SCREWS d8 X 1-314"(SEE NOTE 2) 8"O.C.(REQUIRED FOR HIGH PERFORMANCE ONLY-NOTE 2) �¢g�LL � a �
��>O E
s . NOTE: ---------°-------------- --------- - --- -- �'a�� �st�
a`�8 --
1 GLASS lHICKNESS IS BASED ON PERFORMANCE GRADE RATiNG AND SIZE OF WINDOW PER ASTNI E1300-09a. a �m ��y�
M IN IMUM USED IN TESi1NG SHOWN. �
�
m y
, 2 HIGH PERFORMANCE DENOTES WINDOWS WffH A DESIGN PRESSURE EXCEEDING+/-40 PSF. � tSryao
�n gI �g�V
�
B � �
RoEert J.Arta(uso,P.E
Florida P.E.No.49752
, ���°�°�jA�'°ES�+frie
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