HomeMy WebLinkAbout14-15440 - _ " , CITY OF ZEPHYRHILLS
5335-8TH STREEf
<ss3)�so-oozo 154 O
BUIL�ING PERMIT
Permit Numbar= '15440 Addr@ss= 3905'1 1'ITH AVE
Parmit Typa= A��ITION/ALTERATION ZEPHYRHILLS, FL_
Class of Worlc: 434-A��/ALT RESI�ENTIAL Township: Range- Boolc=
Proposed Use: NOT APPLICABLE Lot(s)= Blocic= Sgction=
Square Faet: Subdivision: COLONY HEIGHTS
Est_ Valug: Parcel Numbgr= '12-26-2�-0260-00400-0290
Improv_ Cost: 4,350_00
�at@ Issued: 7/03/20'14 Name_ COFFLANO LIVING TRUST COFFLAN� J
Total Faes: 90_00 AddrBSS: 3905'1 '11TH AVE
Amount Paid: 90_00 ZEPHYRHILLS FL 33542-4455
�ata Paid= 7/03/20'14 PF�one: (8'13)788-0346
Worlc �esc= REPLACE '1'1 WIN�OWS,'t SLI�ING OOOR UNIT SIZE/SIZE
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FOOTER BON� �l.1CTS INSl1LATE� SEWER MISC.
ROIJGH ELECTRIC LINTEL MISC MISC
'IST ROIJGH PLVMB PRE-METER INSULATION WALL MISC
OUCTS INSTALLE� WATER MISC ORIVEWAV
PRE-SLAB SHEATHING MISC MISC.
CONSTRUCTION POLE FRAME MISC MISC.
REINSPEGTION FEES: Reinspection fees will comply with Florida Statute 553.80�2j(c)when e�ctra inspection
trips are necessary due to any one of the t'ollowing reasons: aj wrong address bj condemned worlc resulting
from fau�ty construction c� repairs or correc[ions not made wnen inspections cal�ed dj woric not ready for
inspection wF�en cal�ed ej permit not posted on job site� plans not at job site g) worK not accessible.
NOTICE: In addition to the requirements oP this permit, ttiere may be additional restrictions applicable to this property tF�at
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 Pailure to recoM a notice of commencement may result 7n your paying twice For
improvements to your proper-!y. If you intend to obtain Fnancing�consult with your lender or an attor�ey
before re�orrling your notice of commencement.^
Complete Plans� Specifications Mus[Accompany Application.AI� worlc sha�l be perPOrmed in accordance witF�
Ci Codes and Ordinances_ NO OCCUPANCY BEFO G_O_
���� l" Y�d�o� Y�a
CONTRACTOR SIGNA�URE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE�
PROTECT CAR� FROM WEATHER
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NOTICE�OF CO�VIlVIENCEMENT ��30/14 L. Ser i o, Dpty C 1 erk
Permit No. PRULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
TaxFolioNo. f�--�-�.1- 4Z60 - OO��n - OZ.`i0 060R BK ���2 iPGo3037
THE UNDERSIGNED hereby gives notice that the improvements will be made to real property,and in accordance with Section 713.13 of
the Florida Statutes,the following infarmation is provided in this NOTICE OF CONIlvIENCEMENT.
1.Description of property(legal description):�r�ir���t ae.�qi�,t S �n�t'_-eca�.�e�l P�hT �oT�� Q/k `!
a)Street(j ob)Address: 3�I ts S 1 f 1 �'�. r�+►�e_ Z�.Ph RY 1����5 'F� 33 s�t�-
2. General description of improvemen:ts:
,�, �[�.�I,� � �- o� 2.-c�p�AL�sv,.��7'
3.Owner Information
a)Name and address: �,Am2S Cs+Z,����n�c:� - 3�O 5'� t 1 T�. A w2.. Z.e.(�h�•1 h;1 I S _1=C, _3 3 S�jl 2
b)Name and addFess of fee simple titleholder(if other than owner) �—
c)Interest in property Owner
. ontractor Informarion
Name and address: Lowes Home Centers Inc. P.O.Box 81 93 Orlando.FL 32878
b)Telephone No: lJ,o 7-Ss',�,�-'�0� �' Fax No: GL.
5. Surety Information .
a)Name and address: NA
b)Amount of Bond: NA
c)Telephone No:_NA
6.Lender
a)Name and address: NA
b)Telephone No: NA . Fax No:_NA
7.Identity of person within the Stata nf Florida designated by owner upon whom notices or other documents may be served
a)Name and address NA
b)Telephone No:_NA Fax No._NA
8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as pruvided in Seetion 713.i3(I)(b),
Florida Statutes;
a)Name and address: NA
b)Telephone No. NA Fax No. NA
9.Expiration date of Notice nf Commencement(the expiration date is one year fa�om the date of recording unless a different date is
specified):
WARNYNG TO OWNER:ANY PAYMTNTS MADE BY THE OWNER AFTER THE EXPIRATION OF THIS NO't'ICE OF
COMMVIENCEMENT ARE CONSIDERIED IIbIPROPER PAYMENTS UNDER CAAPTER 713,PART 1,SECTION 713.13.FLORIDA
STATUTES CAN RESULT IN YOUR PAYING TWICE FOR II14PROVEMENTS TQ YOUR PROPERTY.A NOTICE OF C014f11�NCEMENT
MUST BE RECORDED AND POSTED ON TF�JOBSITE BEFORE TFIE FIItST IIVSPECTION.IF YOU INTEND TO OBTAIIV FINAATCING,
CONSULT YOUR LENDER OR AN ATTORN�Y BEFORE CONIlIZENCING�WORF:OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
Statc of Florida
County Of PA s c o 10.
Sig�u oiOwnu m Owner'a Au /DiratodPaAner v
r _LLn�� (X�
Prin ame
The forego)ng instrument was aclrnowledgod before me this �-�day of 5... 0 1�f .by ��
As Cqsr�Y �2 zo (type of authori ,e.g.officer,wstee,attorney in fact) ����
EOi �RM2 S �e�'�C/q..�.! (name of parfy on behalf of w 'nstrum nt was executed) D�IRES:U1AR 17,2018
°�"� Bonded tlkoupA 1�t Sble hiWml�
Ptrsonally Known OR Produced ldentificntion -� Notary Signature '�' �
Type of Identification Produced -+�`- Name(Print) ✓' (Z-'Ld t 4
—AND—
Verification pursuant to Section 92.525,Florida Statutes.Under peneldes of perjury,I declare thai I have read the foregoing and that the facts stated in it are true to the best of
my knowlcdgc and belief.
STORE# �
� Signetuie ofNatural e o Signing(in line 10)Above
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�'�'�`� �.�°.�*. �."Er'::E_ �.}i= F�_CbiatgA. C_.'QFJta�TY C}� PASCQ
Gj .� -�,ic, ;__-r(^j C��G?T!FY TN.A"r ThiF.. FORe:.:GOING IS A
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� � z � • T�:,�JE AtJC�CORi�-iE_GT(::�PY QF THE.OOCIJMENT
� ,, „# OiV F}LE C>L� Or f�k?t>t_l(_:R t;�RD ft�!THIS O�FIC�
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EPUTY CLERK
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Bufidin�peparbnent
r.t,'C 9
Date Reae ved ="�( phone ontact f�r Penmlttln l3 26�t — �i � �,,
OwnePs me Owner Phona Numbor -7.��- Q 3
Qvme�'s dresa ���J;� O�nmmer Phane Number �_T �
Fee 8impt Tftleholdar Nams Ow»ar Phons Numbes � 1
Fee Simpi Titteho#der Address
aos,�►�t� ss f}- 22�lati i ��. 33 2 �.oT� ��.�
sus�ro�sar� GeytoNy }leigk-t-s � PARCEI.iD# "ZC�,-�,1-t� -c',�t`3L#oo �a�.9Q
(OBTAINLb FROM PROPERTY TAX NOTIG@)
WORK P P08EC e NEW C4NSCR 8 Ap0lALT [� 5!O!+! � Q DEMOI.ISN
1NSTALL REPAtR
PROPOS D USE Q SFR � COMM �� OTHER
'Y'YPE OF ON37RUC'fiON Q BLOCK Q FRAME �„� STEEL Q
DESCRtP N C}F WQRK ��114 � I l.J t � S I 1►3� � L�F'.2+v i n} S S i 2.�.. S.`'�. `�' � S� i sa�
,l�oa:Q 4,��tS�Sit2
BUILDIN SIZE �� 84 600TAt3E�-�� HEtt#HT ��._��
[� UILDlNC3 � (�s���L� VALUATION flF TOTAt.CQNSTRUCTI4N
!w
Q LECTRICAl. � �( AMP SERVICE Q PROORH$3 ENERGY Q W.R.E.C.
J
[� LUMBIN4 �� t f��
� i�-ti
(� ECHANlCAL s VALUATION OF MECHANICAL INSTALLATION
C) AS Q ROOFIN(3 � SPECIAL'TY [,� OTHER
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA QYES NO
G C-k i2»c� 1�
BUI�DER ` �s � COMPANY L oc.r-e S Ejar�+{, G N��lt�s` 'n/c,
SIGNATU E ��7�"�' y��� �` REGI3T'ERED Y! N �e cuRRE� Y/N
Add ss C3 �O� A `��J +k-�A,^�{e�{sr �"��7�" IJcense# �,�� l ,��} .f"''S�1„��
EGECTRt IAN COMPANY
$ICaNATU E REG18TERED Y/ (V FEE CURREt� Y/N
Add ss t.lcense# 1 �
P�.ltMBE COMPANY
81ONATU E REGI3TER@D Y/ N FEE CURRE� Y/N
Add s: License# �� �
MEGHAN At. COMPANY
SIt3NATU E RE(iiBTERED Y/ N FEE CUR�EA Y/N
Add ss Ucense# �� �
C?THER �� COMPANY
SIf3NATU E REt318TERfD Y/ N FEE CURREN Y 1 N
Add ss �icense# � i
RESlQEN IA4 ABach(2)Plat Plans;(2}sets of BuAding Plans;(1 j set of Energy Forms;R-0-W Pertnit fo��ew consUucdon,
Minirnum ter►(10)w�o�rking days atter submittal date, Raquired onsite,Canstruction P[ans,Stormwater Plans w!SNt Fe�installed,
Sanikary-Padlitles!i 1 dumpster,Si#e Woric Permit for subdivisions/large proJects
CC?MME tA�. Attach{3)complete sets af Hultding P#ans piu9 a i.ife Safety Page;(1}set of Energy Farms.R-O-W Permit for new canshuctlon.
Minimum ten(10)woricing days after submittai date. Required onsi#e,Cqnstructlon Ptans,Stormwater Pians wf SNt Fem:e Instailed,
Sanftary Fadlities 81 dumpster.Site Work Permit for all new praJects.Ail commercfai racauirements m+as:mest cempAan.ce
SIt3N PE tT Attach{2�sets of Et�g#n�red PIanB.
•'"'PROPERTY SURVEY required for aii NEW constructlon.
Dts�sction :
Fill o t applicatlon completely.
ONm &Contractnr sign back of application,notarfzed
N a r t'1Q00,a Natice of Commencemerrt is ropulred. {A!C upgradss over STS�}
" Age t(for the conUactor)or Power af Attomey(for the uwner)wauld be sameone with natarized letter firom ovmer audwrizing same
OVER T £OUNTER PERM{TTINt3 {FroM o#Applica�on Qnly}
Reroois If sh(ngles Sawers Service Upgrades A/C Fences(PIoUSurvey/Foatage)
Driv rvaya-Not over Counter if on pubtic roadways..needs ROW
NOTICE OF OEE�RESTRICTIONS: Tha undarsignad undarstands that tF�is parmit may ba sub)act to"dBad'rastrictlo s^
wFNch may bB more re�G'ictive than County ragulatlons_ Tha umdersignad assumas rasponsibility for complia�ca'WitF� a y -
applicabla dasd rastrictions_
UNL/CENSE� CONTRACTORS ANO CONTRACTOR RE8PONS�BILITIEB: If the ownar F�as hirad a contractor or
contractors to undartalc�worlc, thay may ba raquirad to ba Iicgnsad tn accordanca with state and local reguiatlons. If t a
contractor is not ifcanaed as raquired by law, botF� tha ownar a�d contractor may ba cited for a misdamBanor vlolati n
undar stata law. If tF�a ownar or intandad contractor ara uncartain as to what licansing raqaiirBmants may apply for t e
intendad worlc, tFiey ara advisad to contact tha Pasco County Building Inspactton Oivisfo^—�icansing Saction at 727-8 7-
8009. FurtF�armora, if tha ow�ar F�as hirBd a contractor or contractors, F�a is advised to hava the contractor(s) si n
portlons of tha °contractor Blocic° of ti�is application for wF�ich tfiay wili ba rasponsibla. If you, as tha ownar sign as t a
contractor, tF�at may ba an indication that ha is not proparly iicansad and is not entitlad to pa�mitting privilagas in Pas o
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AN� RE30URCE RECOVERY FEES: Ths�ndarsignad undarsta s
that Transportation Impact Faas and Recoursa Racovary Faas may apply to tF�a construction of naw buildings, cF�anga of
usa tn axfsting buildings, or axpansion of existin9 buildings, as spacffiad in Pasco County Ordinanca number 89-07 d
90-07, as ama�dad. The undarsfgnad also undarstands, that such faes, as may be due, will be idBntiflad at the tims of
parmitting. It ts further undarstood that Transportation Impact Faes and Rasourca Racovary Faas must ba pafd prfor to
recafving a 'cartiflcata of occupancy° or fi►ial powar ralBasa. If tha projact doas not involve a cartiflcata of occupancy or
final power raleasa, tha feas must ba pafd prior to permit issuanca. FurtF�armora, K Pasco County Watsr/Sewer imp ct
faas are dua, thay must ba pald prior to parmit issaianca l�accordancs with applicabia Pasco County ordinancas_
CONSTRUCTION LIEN I.AW(Chaptar 773, Florlda Stacu!@a, as amandad): If valuation of worlc Is$2,500.00 or mor . 1
certNy that 1, the appl�cant, have baen provided witF� a copy of tha °FlorTda Co�struction Lian Law—HOmeown r's
Protaction Gulda^ praparad by tha Florida Oepartment of Agricultura and Consumar Affairs_ If tha applicant is soma na
othar than tha'ownar^, I cartffy tF�at 1 hava obtalned a copy of tha abova dascribad documant and promisa in good faft to
delivar it to tFia'ownar"prior to commencamant_
CONTRACTOR'3/OWNER'3 AFFIOAVIT: 1 ca�-tify tF�at all tF�a Information in tF�is application is accurata and that all w rK
will ba dons in compliancB with all appl(cabla laws ragulating constructton, zoning and land devalopmant. Appllcatio fs
hereby mada to obtain a parmit to do woric and I�stallation as indicatad_ 1 certify that no worlc or t�staliation as
commencad prior to issuance of a permit and tFiat all worlc will be parformed to maat standards of all iaws ragutat ng
construction, County and City codas, zoning ragulations, and land davalopmant ragulations In the jurisdictfon_ I so
cartify tF�at I understand that tha ragulations of otlhar govarnment agencias may apply to tFie intended worlc, and that i Is
my rasponsibility to idantHy what actions 1 must talca to ba in complfance. Such agancies Includa but are not limited to:
- 06partment of Environmantal Prot@ction-Cypr@ss Bayhaads, Watland Araas and Environmentally Sensi ve
Lands,Watar/Wastawatar Traatmant_
- Southwast Florida Watar Management �Istrict-Walis, Cyprass BayF�eads, Wgtiand ArBas. Alta ng
Watarcoursas.
- Army Corps of Eng(naers-Seawalis, �ocics. Navigabls Watarways.
- Oapartmant c�f Health 8 Rahabilitative Sarvicas/Envlronmental Haalth Unit-Walls, Wastewatar TrBatm nt,
Saptfc Tanlcs.
- 11S Environmental Protectfon Agency-Asbastos abatamant.
- Faderal Avfation Authority-Runways_
1 t�ndarstand that ths followit�g rastrictlons apply to tha usa of flll:-
- lJsa of flll is not allowad in Flood Zona°V°unlass axprassly parmfttad.
- If tfia ffll matarial is to ba used in Flood Zone °A", it is undarstood tFiat a drainaga plan addrasain a
°compansatin9 �ol�ma° will ba submittad at tima of parmitting wFiict� is preparad by a professionat engin er
IicBnsBd by tF�a Stata of Florida.
- If th� flll matarial is to ba usad in Flood Zona °A" In connaction with a parmitted bullding using stem all
constructio�. 1 cartify that flll wili be usad only to flll tha area within thB stem wall_
- 1( fill materlal is to ba usBd In any area, I cartify that usa of sucFi fltl wlll �ot advarsely affact adja nt
propartlas. If usa of fill is found to advarsaly affect adjacant propertias, tF�e own@r may ba citad for viola ing
tha conditions of the building parmft issuad undar thB attachad parm(t appltcation, for IoYs lass than ona ('1)
acre wFilct�ara alavatad by flll, an anginaared drainage pla� Is raqulrad_
If 1 am tha AC3ENT FOR 7HE OWNER, 1 promisa in good faith to inform tFia ownar of tha parmitting conditfons sat fort 1�
this affidavit prior to commancing construction. I undarstand ihat a saparata psrmit may ba raquirgd for alactrical w rlc,
plumbing, signs, wetls, poots, air conditioning, gas, or otF�ar Installations not spacffically includad in tF�a application A
permit issuad shai� ba construsd to ba a licansa to procBad with the worlc a�d �ot as authority to violata, cancal, alte or
set asida any provisions of the tachnical codes, �or shall issuanca of a parmit pravant tha Buildtrig Offic(al from there ar
raquiring a corractfon of errors in plans, constructlo� or vlolatfons of any codas. Evary parmit{ssuad shall bacoma inv Iid
unlass the work authorizBd by sucFi parmit is commancad within six months of parmit IssuancB, or K work authoriz6 by
tF�a parmit Is suspanded or abandonad for a pariod of six(6) montF�s aRar tF�a tims the woric is commancad_ An axter� ion
may bB raquastad, in wNting, from tha Building Official for a p�riod not to axca6d ninety (90j days and will d@monst ata
justiflabla cause for tha axtensfon. If worlc caases for ninaty(90)consacutiva days, tF��job is considarad abandonad.
WARNING TO OWN��- YOUR FAIL_URE TO RECORU A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR
PAYING TWICE FOR IMPROVEMENT3 TO YOI.IR PROPERTY. IF YOU INTEN�TO OBTAIN FINANCING, CONS LT
R NOT�GE OF G'OMMENCBMENT
_.� _ _a.t s� - ) --
OWNER OR 6ENT ���� CONTRIf►CTOR
Subaalbad a o(or aHlrmad)bafore ma this Subacritled and swom to(or aflirmad)batore ms tlila
by bY
V1R�o is/ara parsonally Rnown to ma or Fias/hava producad Who s/ara personaiy Icnown to�ma or has/hava Producad
as idantlfl�atlon. as IdantlHCatlon_
Notary Public Notary Public
Commisslon No. Commtssion No.
Nama of Notary typa<f.printad or stampad Nama o/Notary typad.printad pr atampad
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C3QOds than:ect�ity ri���nskatlQd ba,�=P�1i�.�asutet#�sqti�re i�s�O��he F,rojas6w.�tre.a=�As�� cii�,the pa�rtieq,a�@e U�a��.ivaaxs,sur�th�ce
e , in t�s,�,ctn�d t�•�kule�at!•uponbpUa•ti�e,v$lue�of eatlp�eted 600d�t��rpd taf�+ffjl�l�t,e.�atr�et n�uu� .�iast�),.w#ich.ma�eX�t��al
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Sy St�l th�Co;�tr�ct�ot+�,Castort�el,�4#�ed9!�'receipt of tfils nottCe�nd��aes.a�und� tt�at the Price_3nctudsa fhese c�w�1ch t�ay .
i
nat be act anx tite tnsmile#ion Servloea a►rs perifiomned. " � .
• N0710E TO CUSTOINER: Fed�br81 taw roqulros Lovre',a to provide y�au wltg the '
p x��►,�.�r�z�,►a���n����,��,c������ con,� T+aEaE ' � �S�
fi�received a capy of this�3ampitiet Mfair+e woMc began rmin�Cusfamer �
r+e
of tt�e potontlal rFsk of tha Iwd hazerd�xposure ttam reno on adlvity ta be *.appf�cable es tnc� ed � :�
rtorn�ad 1�C�stai�'s dwNtln9 unit, ' . ;
�ro � s� �cavered g tnstat a n . ar�p+�s w� : o n a cn�o an e�c ange o
must be:com�leted�and by the custompr tor arry' dltlo � char�eS: �to . . enust 1 1: .
'My work or d�!not s he rwt In�lud�d ln itib qp�r►traet rx •w►I!4e a n i the m del and labo�.
FtOTICE T8 pWC�]ER:'-�AC OR4}INt3 T J FE D •CON . GT18N M�I•k {3 � 't3. 1•7fi3:37`, �kOR�DA
,
. STATU'�ES),�7#OSE WHp WORK ON Y . P � k'�Y�R PROVIQE .ER�AI. A�VD SERVICES AI�D ARE NOT PAID IN
�FULL HAiI��A►�GI�fT TO�NF.ORCE THE��t��F0��AY�fENT�t�AiN ••YC1UR� OP�R't'�.'�`HIS�U�#[�!S�CN4WN AS A
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� � Product Approval
�; USfR au6tic use�
P�oduct Anaroval Menu>{�roQ4 cr[o�AnnfjENpn Search>Avalicatlon Ust>Appllcstlon Dttalf
FL # fL11834-R8
Applitation Type Revlsion
Code Versian 2010
Application Stakus Approved
*Approved by DBFR.Approvals by DBPR sh t!be reviewed and rati�ed by the
PpC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Atrium Companies Inc.
Address/FhonejFinail 9001 AmtrBSSadar Row
Dal/as, TX 75247
(214}583-1828
jason.seals@atrlum.cam
Authorized Signature lason Sea/s
jason,seals@atrium.com
Technicai Representative Jason Seais
AddressJAhoneJEmaii 9001 Ambassador Row
Dallas, TX 75247
(214)637-2b9b
jason.seals@atrium.com
Quality Assurance Representative Tommy Smlth
Address/Phane/Email 300 Welcome Center 8/vd.
4Yetcame, NC 27374
(336) 764-64p0
tomm y.smith�5arrium.cam
Category Wtradows
5ukcategory Single Hung
Compliance Mekhod CertiflCation Mark or Usting
Certification Agency Amerlcan Architectura/Manufacturers Asso lation
Validated By AmerJcan Arch/kectura!ManufBCturers Asso iation
Referenced Standar�d and Year{of Standard) g�an��� Year
AAMA 450 2006
AAMA/WDMA/CSA 101/I.S.2/A4Q0 2p05
AAMA/WDMA/CSA IOI jI.5.2/A440 2008
ASTM E1300 1QQ4
ASTM E1886 2005
ASTM E1995 Z006
Equivalence of Product Standards
Certiffed 8y
Produtt Approvai Method Methpd 1 Qptton A
http:/lwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu °lo2fM2eroZ.,. b119/2014
t�loricla tsittlaing t.,oae vntine i ��� ° "j "
. ' ,
, s
Date Submitted Ol/10/2014
Date Valydated 04/17/2014
Date Pending FSC Approva!
Date Approved 04/20/2014
Summary of Products
'Ft# Madel,Number or Name Descrt ilon
�11834.1 120 Viny/S/ngle Hung H-R30 48 x 96(Std.), H-R40 48 x 96(NP), H-R3S 48 x 84(Std.}, �
H-R45 48 x$4 HP H-R45 48x 2 Std. , H-R50 Q$x72(HP)
;tfmils af Use Certfficatlorr Age»cy Gertfflc te
Approved for use ln HVN2:No FLIi834 R8 C CA ADW- 1 20 H IWl H-R30 48x 6 AAMA
` Approved for use autslde HVH2: Yes APC C6696,,01-801-R7 vdf
Impact Rcsistant:No L 1 4 R AD - 1 2 N 1 W N-R 48x 4 AAMA
� Deslgn PreSSUre:N/A AP�„�'669b•0,�-801-R7.Odf
! Other:All frame and sash components are fabricated from FL 4 A 2 H 1 H-R4 48x AAMA
extruded vinyi{PVC). - 1' 7 f
Ft 4 R ADW- 1 2 I 1 H-R 4 xT
AMA AP 1- 1- 7, f
FL21 4 R C CA ADW- 1 20 N HP 1M1 H-R40 4 x96
AF - 1-
L 4 A H HP Hl H-R4 4 x 4 5 ,
h A 6. 1- 1- 7, f
Qr�alfty AsSUrance Cantract pfratran Date
OS/i0/2017
Installatlon instructlons
FLI 4 R 77 Ab - 1 n t !! ! n-FJn. f
Verif/ed By:Amer/can Archltect ral Manufacturers Association
Created by Independent Th/rd arty:
Evalua#!on Reports
Created b Independent Th/rd a .
11834.2 12Q VJnyl Single Hung, CHS Twin and H-R3Q 96 x 84 Twln(Std), H-R 96 x 84 Twln(HP, H-R45 96 x 72 '
Tripie Twfn(Std},N-R4Q 208 x 84 Trl e(Std�: H-R45 10&x 71 Trrpte
HP H-R50 108 x 72 Triple H Sash
tfmfts af Use CertJflcat/on Agency Cerliffc te
Approved far use!n NYHZ:No L 4 R AD - 1 2 H N Tri J 1 N3 H-R 0
Approved for use outside HVHZ: Yes 72 A A P 71 . - 1-4 . df
; Impact Reslstaet:No F 1 4 ADW- 1 CH Trl le iW3 H-R40
s Design Pressure:NjA 1 4 AA AP 71 . - . f
Other:Twln and Trip/e Wlndows wlth continuous head and sill.All FL 34 AD - 1 2 H Tr! 1 1W3 -R45
frame and sash components are febrJcated from extruded v/nyl 1 8 2 AMA A 7i . - 1-47. df
`(pVC), FL21&34 R8 C ADW- I 2 SH CN Twin 1 H2 N-R4Q
4 AA P .0 - -4 f
L C D - 1 2 H Twin 1 W2 H- 0
x AA A -4 f
ADW- 2 H N Twfn W2 -R4
7 AA AP . f
QuaJfty Assurance Contract ptretfon Date
D5/07j201?
Installatlpn InstructJons
L21 34 II ADW-01 120 Ins alla/ n-CH Fin. df
Verlfied By:American Archltec r81 Manufacturers AssoC7atton
Created by Independent Thlyd arty:
Evaluatlon Reports
Created b Inde endent ThJrd a .
�11834.3 120 Vlny/Sing/e Hunq, Mu/led LC-PG50*-1219x1756(48x109) H PW/SW, LC-PG50*-1842x2756
(73x109)-H PW/TwJn SH,R-PG -2451x2134(97x84)-H Twin, LC-
FGSD*-2769x1456 109x77-N N Je
'�imits of Use Certlficatian Agency Cerfif/c te
� Appraved for use in NYHZ;No f 4 R ADW- 1 2 30 t ck N-L 50 48x109
Approved for use outs3de HVH2:Yes F/n AMA D 1. 1- -4 . f
°, impact Reslstant:No L 34 AD - 1 2 S Trl le H-L 0 x77
Design Pressure:N/A fi MA A D 17 1- -4 . f
` Other:Rlt frame and sash componen[s ere fabrfcated t`rom FL 1 34 R ADW- 1 2 13 Twin N-LC40 7x84 fin
extruded vinyl(PVC). AA A AP - 1-
F 4 D - 1 H Twin ck H-L
T x Fl A D 1. - -47 f
Quadty Assurance Conlract piratlon Date
OS/1 D/2017
astaifatfan Irrstructlons
FL 4 R II -0 I! 1 . f
Verffled By:AmerlCan ArchJtect ra/Manufacturers Assoclatlon
Created by Independent Third arty:
http:/lwww.floridabuilding.nrg/pr/pr_app_dtl.aspx?param=wGEVXQwtI7q %2fM2eroZ... 6/19/2014
r 1or�aa tsuiiaing �,.oae vnime = u�� � �, �
• , " , .
. , �
EvFivatlon Reparts
Created 6 Inde endent Third a .
`11834.4 130 Sing/e Hung, fln and Flange, Single LC-PG50-1346x1956(S3x77)-H l.C-PGSp*-i119x27S6(48x109)-H �
and MUlled PW/SH, LC-FG50*-1842x2756 j 3x209)-N PWjTwln SN,LC-PG50*- ;
2769x1956{S09x77)-H Triple S , R-PG40-2451x2134(97x84)-H ;
TwJn SH
Limiis of Use Certificat/on Agency Certiflc te
� Approved tat use in NYNZ:Na f 1 R AD - H- S x77 Fln AAMA
� Appraved for use outside HVHZ: Yes APC D5167.01-801-4y.odf
Impact Resisianf:No F 4 C O - N- 0 xT?Fint s AAMA ;
Deslgrn Pressure:N/A gP_C 05167.01-80.�-47.ndf
Other:All frame and sash components are fabrfcated from F 118 4 AD - N- 50 48 0 Fin
;exiruded u7ny1(PVC}. AF D 1. 1- 1-47.
1 4 H-L 48x10
Fn A 1. 1- -47. f
F 1 4 R AD - H Tri l H- 1 x77 Fin
MA P 7 - 1-47
F 1 4 RS C ADW- X SH Trf 1e N-LC50 10 x77
FI I A 1- . f
F 18 4 AD - N Twln N-L 4 7x 4 Fin
M A D51 . - 1-4T.
F 1 D - ! -L 4 7x 4 Finless
A 1 . 1° I-47�
4 D -0 Twin k H-L 73x109 `
F A P - -4 f
F 11 4 RS C ADW-Q SN Twfn 5ta k N-LC50 73x109 ;
FI AA A 1. - - 7. f
Quality Assurance Contract xpiratia»Date
QS/10/201 T
Installatfon Instructions
F 8 I W- In !! i n FB 2 i ATR b6
S�•�d.f
Verif/ed By: Hermes F. Norero 3778
Created by lndependent Thrrd arty: Yes
Evaluatlon Reports
1 4 F D - 1 P P 1 PFR27 I S .
Created d Inde endent£htrd arty: Yes
11834.5 I SOf16Q Vfnyt Stngte Hung H-LC30 48 x 96, N-LC4Q 36 x 9 , H-L[SCJ 36 x 74,R-LC35 73 x
109 Twln w/Transom
limlts of Use Certifica[fon Agency Certiffc te
; Appraved for use i»NYNZ:No f 1 4 DW-4 1 H H-L 4 4 x AAMA
; Approved for use ou[side HVHZ: Yes ��'B8797.01-80X-47�.DCIf
impact Resistant:No F I 4 R8 D 1 -L 4Q 6x AAMA
Desiqn Aressure:N/A P�88797.01-801-47-RO.nd�
Other:All frame and sash cpmpdnents are fabricated from F 1 4 D - 1 N N-t 0 6x74 MA
extruded vinyl(PVC). APCB8747,01-&0'-�4.7-RO.odf
f 11 4 R AD - H M Il T ST H-R35
73x2D MA C2749.01- 1-4T. df
Qua/!ty Assu�ance Contract xplratfon Date
OA/18/1016
Instatlalton Insttuctlans
FL 4 1 DW-0 5 1 /! Tw S s ll ion-
F! F
F 4 t -Q i 1 f J !n n !l i n. f
Verif/ed By:Amerlcan Arch/tec ral Manufacturers Associa[ion
Created by Independent Th)rd arty:
Eva/uation Reports
Created b Inde endent Third art :
1 i834,6 150/i60 Vinyl Sing/e Hung, Triple w/ H-LC30 Sq8 x 74(Standard), H LC50 I08 x 74(HP)
Cont. Nead and S!!J
;tfmils of Use Certificatlon Ageacy Certific te
Approved for use in HVHZ:No L21834 R8 C ADW-08 0 160 SH HS Tri le H-LC30
Appraved for use outside HVHZ:Yes x74 MA P 1 1- -47. f
Impact Reslstant:Na 18 4 D - 1 H HS ri f H-L 0
Design Pressure:N/A 7 I- -4 - f
pther:CNS Triple configuratfan also qualifies twln and sfngle Quattty Assurance Cvnfrect ptratlan Date
corafrgurations using windows not exceed/ng 36"x 74"!n slze.All 10/23/2016
frame and sash components are fabrlcated from extruded v/ny! InstalJatlnn Insiructtons
(PVC)� f 11 $ ADW- 1 H In ! i n FIN. f
Verlfled By:Amerlcan Architec ra/Manufacturers Association
Created by Independent Third arty:
Evaluation Reports
Created b Inde endent Thfrd arty:
1 Y 834J 200 S/ng/e Hung, Sing/e and Mulled N-LC30 48x78, H-LCSD 36x74, -LC40 72 x 108 Mu1/ed Twin wJ
transom,N-LC50 109 x 74 Mu!! d trlple
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDq °�o2fM2eroZ... 6/I9/2014
r ioriaa tst,uiaing �.,oae vniine i a�� T �ji �
;Llmits af Use Certlficatfon Agency Centlflc e
� Approved for use in HVHZ:No 4 ADW- 8 H - 4 x78 AAMA AFC
i Approved for use outslde HVHZ: Yes D 843 7,01_gpi-47-RO.Odf
Impact Resfsfantr Na fft 1834 R AOW- & N H-L D 36x74 AAMA APC
� Desfgn Pressure:N/A D3$47.01-SQJ-47-RO.odf
Olher:All frame and sash components are fabncated frpm F 4 AD - H M ll Tr -L 1 9x74
extn.rdeG vinyi{PVC). A 4 - -4 .
L 4 R A N M ! Twt k -LC4
7 1 ^ -8 - 7. f
Qua/fty Assurance Contracf piratfon Date
1211$I2Q1�
Installatlon Ins[ruCtions
FL 11 lla i n-F! u/l f
f 9 I A 5 I! ' -
VeNfled By;Amerlcan Architect ra/Manufac[urers Assoclation
Created by Independent Third rky:
EvaJua#fort Reports
Created b Independent Third
11834.8 300 Aluminum Sin le Hun H-R40 48 x 84 Std H-RSO 4B 72 HP
:Limtts af Use Cerlfffcafion Agency Certfffc e
: Approved for use in HVHZ:No 4 AD - 1 1 H-R4 4 4 AAMA ;
Approved far use oufs/de HVNZ: Yes AP - 1- -7 RO.ndf
impact Resfsfanf:Na FL 4 AD - 1 N NP NI -R Q x72
' Design Pressure:N/A A AP 4 . - 1- -R f
Other:F�ame and sash are fabricated from extruded a/uminum. gu�llty Assurance Contract pira[lon Date
07j1012D17
Instaliatton Instructlons
L 4 II lla i n. df
Yerifled 8y:Amerlcan Archltect ra!Manufacturers Assaetatfon
Created by Independent Thlyd rty:
Eva/uatfon Reports
Created b Inde endent Thtrd rt :
11834.9 300 Aluminum Sing/e Hung, GHS Twln H-R35 108 x 77 TNp/e, H-R45 8 x 72 Twin, H-RSO 72 x 72 Twin
and Tri le
'tfmits of Use CertJticatJon Ayency Certfffc e
Approved for use ln HVHZ:No F 34 ADW- 1 H Tr H- 10 x 7 A�MA :
Approved for use outs/de HVHZ: Yes APC 8880�Q1-801-g7-RO.adi
< Impacf Reslstants No L 4 AD - N N w N- 4 x 2 AAMA
Desfgn Pressure:N/A g_P�,B8800.01-801"47_RO•��
Other. Twln and Trfp/e wlndows wlth contJnuous head and slll. FLi 834 8 C CA ADW- 1 SH CHS Tw H-R50 71x72 AAMA
Frame and sash are fabricated from extruded atuminum - 1- T-
QuaJity Assurance Confract E pfratlon Date
04/OS/2018
Instattatfore Insiructfons
L 4R IIA - 1 In !! fn f
Verlf/ed By:Amerlcan Architect ra/Manufacturers Assoclation
Created by Independent Thl�d rty.
Evaluatiort Reports
Created by Independent Thlyd
11834.10 375 Rluminum 5in !e Nun N-RRO 48 x 84,N-R50 48 x 72
Limlts of Use Certi�catlon Agency Certlflca e
; Approved for use!n HVHZ:No 4 R AD - 1 P H -R 4 72 A ApC
Appraved for use outside NYHZr Yes D2�4.Q1-801-47-rt7,ndf
Smpact ReslstanG No FL11834 R C CA ADW-01 N N-R40 48x 4 AAMA APC
i D�sign Pressure:N/A D2323.01-$QI-47- ,vdf
i 8therr Frame and sesh are fabrltated from extruded a/uminum. Quatlty Assurance Cantract E pfratfon Dale
10J0712017
installatian Instructiona
34 R A R Il i f
Verlffed By:Amerfcan Archffect rat Manufacturers Assocfation
Created by Independent Third rty:
Evaluatlon Reports '
r�ated b Inde endent Thfrd
11834.11 375 Alumfnum Sing/e Hung, CHS TwJn W-R45 108 x 77 Trlp/e, H-RSO 8 x 72 Twln
and Tr! !e
Lfm/ts of Use Certi�catian Agency Certiffca e
: Approved for use!n HVH2:No L11834 R C ADW-01 3 SH CHS Tri le -R45 p8x77
� Approved far use autsfde HVNX:Yes A - 1- 7-R
` Impect Resistant:No 4 AD - N Tw7n - 5 72
� Design Pressure:N/A A A 1 - - 7-R f
� Other:Frame and sash are fabrtcated from ext�uded aluminum. Qua/tty Assurance Contract E pfratlon Date
04j17j2016
Inst�allallpn InstrucNons
L 4 R !I A - 1 I l! io - W
http:(lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wCrEVXQwtT7qu %2fM2eroZ... 6/19/2014
r ioriaa t�uiiamg �,oae vniine 1 U�L � �. ..
. �
� � ��
Werifled Sy;American Architec ra!Manufacturers Association
• Created by Independent Third arty:
Evaluattan Reports
Created b Inde endent Thlyd a .
11834.12 5700/BO50/105 Vinyl SJng/e Hung, H-LC25 48 x 96, H-LC35 44 x 9 , H-LC35 48 x 84, H-LCSO 36 x 96, :
,Single, Twirt,and Trrple Conffguratfons N-LC40 108 x 84 Trlple, N-LCS 108 x 72 Tripte, N-LC35 84 x 84
Twln H-LC35 96 x 72 Twln
Llmits of Use Certiflcatlon Agency Certlfic te
° Approved far use!»HYNZ:No 4 AD - 1 N N Trr ! N-LC40
� Approved for use outsJde HVH2: Yes 1 x 4 AA AP 7 -8 1- f
' Impact Reslstani:No 8 4 AD - 1 7 H Tri le -LC 0
" Desigrr Pressnre:NjA 1 x 1 A A 7. - 1- , f
Oiher:57p0!s new construction/fin frame;8050 is 4 AD - 1 7 N N Twin N-L 35
;replacement/fin/ess frame;All frame and sash components are 4 AAM AP . -4 . f
fabNcated from extruded viny!{PVC). 4 AD - 5 H Twln -LC3
2 M A -
FL118 4 R C ADW- 1 7 0 8 H H-L 25 4& 96 AAMA ?
p f
8 4 R ^ AD - 1 7 & N N- 44 AA A '
APC C6699.QI-80t-47.vdf
4 AD - 1 0 H H- 0 3 AAMA
APC C6G44.01-801-47.odf
Quallty Assurance Contract xpJration Date
03/22/2017
Insta!latfon Irrstructions
L 4 II -01 I i n In r i n -Fin. f:
L 8 11 AD - 1 I tall i n In r ction -
Ffn . df
Verlffed By:Amerlcan ArChitec ra/Manufacturers Assoclatron
Created by Independent Thlyd arty:
Evatuatlon Reports
Cr�ated b Inde endent Thlyd a
11834.13 7100 Acoustica/Single Hung LC-PG35-1219x2134(48x84)- DW, LC-PG35-1267x1908(89x75)-
X-DW
Limlts of Use Certlfication Agency CertJfc te
Approved for use Jn HVHZ:No F 4 AD -0 S -OW-L 48x 4 AAM
; Appraved far use outsfde NYH2: Yes !n AAC C9851.Q1-8�t1-47.�df
Impact Res/stant;No F 8 4 D - 7 i N -bW-L S 9x7 Twln f n ,
� Design Pressure: +35/-35 AA APC 852. 1-801-47.
Other:A!!frarr:e and sash companents are fatrrlcated from Quatity Assurance Contract xpfratian Dafe
extruded vinyl(PVC). 07/09/2017
installatlon instrucilons
4 tl - 7 tt t n-F N. f
Verlf/ed By;American Architec ra/Manufacturers Assoctatian
Created by Independenf Thlyd arty:
Evatuation ReporCs
Createrl b Inde endenf Thlyd art ;
11834.14 8100/i 100/3100/10/i 000 VFT Sing/e H-R25 48 x 78, H-R50 36 x 74
Nun
;Lim/ts of Use Certlficalton Agency Certlffc te
App�oved for use Jn HVHZ:No F 8 4 AD - 48 AAM P
Appraved far use outstde HYN2:Yes 4 .01- 1-47, f
� Impact Res/stanG No FL218 4 R C CA ADW-08 1 0 SH R 0 IF9x�4 Mutt Tri !
' Deslgn Pressurec N/A AP 7 - 1-
Other:Att frame and sash tomponents are fabrtcated frnm 4 AD - 1 SN 0 6x 4 AAM APC
extruded viny!(PVC}, A1454.01-�Q1-4T.ndf
Quality Assu�ance Conlract xpiratlon Date
��/�s�1ozQ
Znsta!latfon IrrstructJans
8 4 II 0 T 2 f
Verified By:A/exix Spyrou 681 1
Created by Independent Thfrd arty: Yes
Evaluation Reports
F 1 4 AE 0 E 7c f
Created 6 Inde endent Thfrd a : Yes
'11834.15 9000 Sing/e Hung LC35 48x96, LC45 48x75, LC50 48x75 HP, LC40 i08x72 TR, LC50
10&x72 TR HP, LC40 96x72 TW, LC40 98x10$PW/SH, LCSO
4$x10$PW/SN NP, LC30 4Bx10 SNjPW, LC50 48x108 SNjPW NP,
LC40 72x108 1W w/Transom, 35 108x96 Trlple PW/Tri le SH
Lfmlts af Use Centfffcation Agency Certfffc te
Appraved for use!n HYNZ:Na F 8 X Trt i X-L 4 1 x72
Approved for use outsld�HVHZ: Yes M AP - 1-
Impec!Reslstantr No f 1 4 AD - SH HS Trl l H-LC 108x72 '
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extruded viny!(PVC). 1 8 AAMA AP 4. f
F 4 R DW-„ CN wtn N-L 4d 96x72
AA A -4
4 A - 0 H C Twin Tr H- 40
x AA AP -4 . f
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F ADW- H H- 4 x 6 AA A APC '
B8979.01-901-44-RQ.vdf
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4 R D - H - 4 A AP
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4 D - 0 H-F N N- 3Q 4 x108
M APC 18 . 1-80i-4�. d
F 4 ADW- 0 H-P HS H- CSQ xl &
M A 1-
QualJty Assurance Contract plratJon Date
OS/14/2016
Instaltaffon Instructtans
F 1 4 11 A n t ll ! nDe il .
Verif/ed By:Ame�ican Architect �a/Manufactu�ers Association
Created by Independent Thlyd rty:
Evalua!!on Reports
Created b Independent Thlyd rt :
http://ww�v.floridabuilding.arg/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2fM2eroZ... 6/19/2014
�
INSSHOWN.ON NOTES. �T R I U M C C?M PA N!E S, �N C. '���t�
COYI�Mi�S��t
1. 6NE(1)iNSTAItATiON ANCHOR!S REQU7RE0 AT£ALH ANCMOR tOCATiON
2. THE NUMBEN OF INSTALLATION ANCHOR$OEPICfED IS THE MINIMUM SERI ES 130 ��AN�ASSADOFI YOW
NE7MSER 6�ANCHORS TO BE USEO FOR PR6DUC71NSYALtATWN Oi THE DAI,US,TEXAS 152�]
MIU(IMUMS�ZEUSTED. n+:{tta�e3t.ta%t�r27•}u�e�3a
3. iN57Ali.INDIVIDUA4INSTAitATIONANCHORSWITFiiNATOLEttANCEOFF3/2 SING�E HUNG !1!l1ND(�W vy Cl�
INCH OF THE DEPICTED LOCATIQN IN THE ANCNpN LAYpIfT DETAIL(LE., �, �+ M�� ^
WttNOUT CONSIDEft4TipN Of TOLfRANCESf.70tERAFK£5 ARE HOT
CUMUTATIVE FROM ONE INSTAUATIpN ANCNOR TO THE NE%T. �� z� �1 j g 3
�t� �� 4m"' 7+
4. 5HIM AS REQUIREO AT EACH IMSTAILATION ANGHOR WRM LOAD 9EARING w 3 � � 'i�.'� °�
SNiM(S).MAIC�MUM A�t,OWASLF$Fi{M STACK SO SE 1J41Hpi.SHIM WHERE w sq yi< ��s�
, Z z �t>
OF HIGx D£tKlTV PtASTiC OR BFCf£R. 6E!l�RAL N6TE5. � Z m A�m w°
5. ?HROUGM FRAME:FOR INSfAUAT10N INTO WOOD FRAMING USE N10 y.�.s "' � ~Z K !
W O SCR WS NROUGH TNE FR/tME Of SUFFK�ENT LENGTH TO ACtitEV£1 1. 7Nf FRODllCf SH(TWNlifREiN iS 4ES16NEp ANO MANUFACNRfp H � �p� �
1/2 INCH MINIMUM EMOEDMENT IN70 WOOD SUBSTNATE. 70 COMPLY WITH THE 20091RC/IBC ANO 2010 FL4RIpA BUIIDING W h K W d a
C04E{FBC},EXQUDIld6 tiYHZ AND MA$SEEN fYA�UATEQ � �a m
ACCORDINGtOTHf FOUAWING:
6. THROUGH fRAME:FOR IN$TAUATION THROUGM 1%OIKK TO TA O�CONTENTS �+ � � �
CONCR MASONRY,OR 61RECRY tNT4 C6MCR£TEJMf50tiRY.USE 311fi • �MNWQMl+SO3JI-52JAQCp�06 SHEEF REHSZON SNEE'f OEXRIFnqV
INCH DIAMETER 11W TAPCONS Of$UFFIGENT IENGTH TO AGMIEVE 11/4 Z qpEQUACV OF TXE E%1STING STRUCTUMI.CQNC.itETE(MASpNRY �
tNCH MINtt/ttM£M$EDMENT. ANO 2%FRAMING AS A MAtN WiND FORtE RfS�S?iNG SVSTEM 1 - 6ENERAL d ZNSTAL4ATIOP7 NpTES �
7 THROUGM fRAM�fQR INSTAltAT10NlNTO ME7Al5"!UD OR APPItOVEO �PAB�E OF WITH$TANp�NG ANO TRANSFERRING APPUED
, . MULLI N U E N10 GR.S SELF TAPPING$CREWS THROUGH THE fRAMf Of �QD(7CT IQADS TO THE FOUN4A7�N IS TH£RE$P4NSiSEt17Y OF x - ELE�AnQNS y,
7ME ENGINfER OR ARCMITER OF RECORD fOR TME PROIECT OF 3 • �NC:HOR 4AYOUTS-THROU6H FRAME °�
SUFFICIENT LENGTH TO ACHI E A MINIMUM OF 3 THRFAD$VENETRA710N ��AlAATipN.
BEYOND METAL FRAME$t}BSTRATf. 4 - ANCFiOR t.AY0UT5-THRpV6N FIN �
S. THROIiGFI F�:FOR iNStAUATlQN INF6 W�0 FRAMItt6 USE#8 WOQD 3- SX AND 2X 6UCK5{WHEN USED)SHA11 BE DESIGNED ANO ry 2
$LREWS THROUGH THE FIN OF SUFFIGENT LENGTH TCI ACHIEVE 3 21Npi �*N�OREO TO PIipPER1,V TRAFISfER ALC 40AD5 TO THE ���'��Q�
- MINiNk/M EM8E4MENT tNTO VJOQD SUBSTRATE. '���RE.BUCIC DESIGN AND INS7AUATION 1$THE 6 ' HOR'I�q�7AL 5ECTtayS
RESPONSI8141iY Of TH£ENGINEER OR ARtHf3EC'i'Q�REC6R0 F4R �{ �
9. THROUGN f1N:FtlR INSTALLA710N INTO METAlSTUD OR APPROYED 7HE PROJECT OF�NSTAUATIpN. � ' MUL4ION bETAIlS 6 6LAZ2N6 OETAII. � 4
MISW N'(T�l 5E M8 5€LF TAPPiN6 SCREWS THROUGH THE FIN Oi SUFflt�fNi g . �p�s d B�����,� � f�
LENGTH TO ACNI E A INIMUM OF 3 TNREA05 PENETRATION BEVONp 4. THE INSfAUATION OEfAILS pE5CA18ED HEREIN ARE GENERIC ANU �i
MEfAt FRAME SUBSTRATf. MAX NpT REfI£C7 ACTUAL C6NDtitONS FOR A SPEGFIC 5l7E.IF � �y
SITE CpNDITIONS CAUSE INSTAUAl10N Tp DEVIATE FROM THE W N
REQUIREMENTS DETAILED HERElN,A LKENSED ENGIkEER OR
iQ. MINtMUM EMBE6MEHT AND E06E OISfANCE flCU.UOE WALI FINi5t+E5, ARtNiTER SHALL OREPARE SrTE SCEGF7C OOtUMENT5 WR USE � A
INCWOING 8UT NOT UMREU TO STUCCO,POAM,BRICK VEMEER,AND 51DING. yy�7M15 DOCUMENT IN NON-HVHZ AREAS.
31. INSTAlLAT10N ANCFiORS AND ASSOCIATEO HARpWARE MVST 8E MADE OF S APPROVED IMPACT PRpTECiNE SrSTEM IS REQUIREO ON THIS
tORRq510N RESISiANT MATERIAI OR HAVE A CQRRp$ION RE5ISTANi ARODUtT tW ARfAS REQUIRiN61MPqCf RE$iSTANCE. IMX O.A,5IZE
CBATING.
CONFI6URAttON OESZbN XS55II.E
12. FOR HOLi.OW$tOCK ANO 6ROUT FiLtEO BLOtK,DO NOT INSTALt 6. WINDqW FRAMF MATERIAI.OVC WIDTH HEI6HT ?RESSURE IMPACf RATIN6 �
INSTAILATICIN ANCFiORS INT4 MORTAR 141NT5,EOGE DISTANCE NS 53�' 77" O/X �/-50 PSF NON-IMPA4T �� j�/ '�^
MEASUREQ fR6M ffSEE f06E Of 9tAtB OR fD6E Of MORTARlOIN71NT0 � IN ACCORDANCE WITH THE 2030 F9C SEC 2003,$.4 DISSIM�UIR `��� * �
fACE SHELL OF BL4CK. METAtS INQitDiNG iASTENER$FHAT MdY tOME iNTO CONTACi � �O . 3���
qg• 2�Yt" O/O/X ,/-50 PSF hK3N�ZMA+tC'f �
WITl1ALUMINUMUNITFRAMINGSHALLBEPROTECTEDASDEFINED y.," �G.,�'�' ' ..�
13. INSTAIUlT10N ANCHORS SNAIt BE�NSTALtED tN ACU3RDANCE WiTH ANCHQR ��'7 SfC 2003.8.II1, T2 Yt" I�Y�' O t OOU&.E OIX •7-5Q RSF NQN-ZMPACT �'
MANUFACILRER'SINSTAW7IQNINSTRlK710NS,ANDANCHORSSHAlLNOT ` ��• *'l
BE tlSED IN SUBiTRATES WRH STRENG7HS 1E55 THAN TFf£MtNIMUM $� GtASS$kiAU.MEET Tt1E RfQtf1REMEMS Of ASTM F 1300-04 6tASS 46�t� 84" DOUBLE O/X •I-40 PSF NON-IhAVACT � �
i 5TRENGTH 5VEGIFIEO BV THE ANCHOH MANUFACTURER. CIiAR7S.SEE SHEEi 7 FOR GLAZING DETAIL �: F- =
109" 77" TRIYIE O/X +/-50�SF NON•IMPAGT N� F
14. INSTALLATIpN ANCHON CAPACITIE$FOR PAODUCTS HENEIN ARE BASEO ON j+�L�.-.
A.WQOD-MINMRU 5 EGFItGMV1LL7�VOip,{$ROPERTiES: ���;�3 ., . ,•',�
B.CANCRETE-MINlMUM COMPRESSNE STNENGTN QF 3000 PSI. �� k •��R�\�
C.GROtTi-FILLEDCMU�UN(T$TRENGTNCANFt7RM$TOASfMC-96WiTH � j, (�11
MINIMUM CpMPRES5IVE'STRENfiTH pF 20pq P51 AND GROUT CONFORMS � cp� �v)
Tt3 ASTM C 876,MINIMUM GR01}T COMPRf55iV£SiREFYG7H OF 2000 PSi. �O �h Y� K f'
D.MOLLOW BIACK CMU-UNIT STNENGTH CONFORM5 TO ASTM CAO WfTH Q t�t 3 f" V Z �Z
MtNiMUM C4MPRESSIV£STRENGTH Of 20W PSl.
O p
E.STEEI•MINIMUM YIEID STRENGTM pF 33 K51.MINIMUM 18 GA WALL �I ItB�� 51 ned b Hermes F.Norero,p.�. awfr#�
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BY OTHERS SHIM SPACE gy p ERS � SHIM SPACE ``�����p. �21�1�� }
``O�• ,.. ,,.���^
SEALANT OVER SCREW HEAD ^ t ° , � � EXTERIOR FTNISH • ^ -
EXTERIOR FINISH , � � � ' � 1 1/4"MIN. BY OTHERS • , T " - •- 1 1/4'MIN. �LL : _
EMBEDMENT � • . EMBEDMENT F- -
BY OTHERS ' a • Uf:; �
PRECAST SILL OR CONCRETE/ . �
PRECAST SILL OR CONCRETE/ s � ' ' . —� CMU BY OTHERS � ' ".� � y � .
CMU BY OTHERS • ' ' � • a • ��':•, • � �~
• , �6"IT1N TAPCON • , . � '�b� "' '� F
�6"I11N TAPCON � � 1 1/2"M1T1.EDGE INSTALLATION ANCHOR 1 1/2"MIN.EDGE � �'r ��,PR w,`
INSTALLATION ANCHOR
DISTANCE NOTES: DISTANCE �',o "� m Z ��
g VERTICAL SECTION 1. SILL ANCHORS ARE FOR FACTORY °0 3a�' �_ �Z
MULlEOVNIT50NLY,5EE5HEET3. � VERTICAL SECTION DW6#:
� � SILL-PRECAST CONCRETE Z. USE(1)SILL CLIP PER ANCHOR 5 SILL-PRECAST CONCRETE A TR06 6
THROUGH FRAME �OCATION.SILL CLIPS ARE TO BE THROUGH SILL CLIP
USED IN MINIMUM 14�/4"LENGTHS. SHEET � OF $
3'i'FfREApS MiN.
PENETRATION BEYOND ��,���l�i
' METAL 57RUCTUkE 1 1/4"MIN. CG7NCRE1'E/MASph1RY BY p7HER5
METAL STUO FRAMIN6 � 214"MAX. EMBEQMENT $�AIAtdT BETWEEN t q��a� �; w�
BY OTHERS SNIM SPACE 1ld�MAX' CONCREIE/MASONRY d 1X
SHIM SPACE WQOD BUCK BY OTHERS
#10 SEL�-TAppIN6 SCREW Ir1TERIOR INTERIOR IX WQQD BUCK
ZNS7AU.ATZON ANC�iiUR ' vm��+u�ss�ooacow
13C 7 8 8 7 $Y OTHERS w+�z»�eow.rs.Tausanx.x�.e».
�z'Mn,J.ED� e 3/6"ITW TAPGON m
� DZSTANGE • IN5TALl.A1ZON AhiCHC}R � � N�� �
��. �� p
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..
f--�—. . . ._.._ . ..
BY 07HERS �. L • N �"�m W
EXTERIOR FTNZSH W� m �~� ^
° ,.-'_,Z< <
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BY OTNERS 1 SEE GLAZING SEE GLAZII�16 1 � w� � m w o p
EX"TERIOR bETAIL bE"�AIL �XTERIOR d
P E A I M E'T E R S E A 4 A N T � w C�m
$Y OTHERS Q.A. O.A. PERIME7'ER SEALANT �-+ 4 �; �
UNIY ---� ..._ V� 8Y OTHERS
WIDTH
��TH EXTERIOR FINISH
BY OTHERS a
. , �_ HORIZONTAL SECTION � HORIZONTAL SECTION m
� SIN6tE HUNG 1AM8-METAI STUD fRAME �fi SINGLE liUN61AM8-1X WOOD/COtiC.f MASC?NRY �
THR011GN FRAME THROUGH FitAME 2
� Z
- ' '�z"MIN.EDGE �-{
; �- DISTANCE 2112"MZN. COhK,RETEIMASdNRY BY OTHER`s (J� �+
METAL 5TUD FRAMIN6 1/4"MAX. EMBEDMENT '� SEAUINT BE'►WEEN H �
SY OTHERS SHIM SPAtE 114"MAX. � CONCRE7E!MASONRY Q 2X W �
WOOb$UCK BY 4lNERS
#8 SELF-TRPPING 5CREW SHIM S?aCE � a
INSTALUITION ANCHOR INTERIOR INTERIOR ' �• ZX WdO�BUCK
BY OTHERS
s a �o waoa sccizew
. � INSTALLATION ANCHQR o
3 THREApS MIN.PENETRATION
z
BEYO»D METAl,STRUCtURE � `t�,t�a �a�`rf �
SHEATI-ITN6 \ , 3/a"MTN. y��` �t,�••'" •:�
�...,,, .....
BY QTHERS 1 EQGE DTSTANCE „ p ' �`
n�
SEALANT BETN/EEN� —��� }u. - � _
FIN c4 5HEA7HING `- �`. �,��';_ � '
EXTERIQR FZNISH 22 SEE GLAZIN6 SEE&IAZING !2 �i��Ld;= .
BY OTHERS EX7ERIOR b�AI4 bETAIL E�RIOR PERIMETER SEAUNT ����i�y••�c P¢���`
O.A. O.A. BY OTHERS v >. ��n �
°n mZ s�
�� -' ""— �D� EXl'ERTOR�TNISN �o Z F =i v Z
BY OTHERS a p a � �n
� HURIZ{�NTAL SECTION � HORIZQNTAL SECTlQN bWa:�.,����
� �-TRANSOM JAMB-METAL STUD FRAME 6 TRANSOM JAMB-2)(WOOD BUCK
`'��� THROUGFI PIN THRQUGH FRAME
_ SHEET: � OF O
Ca
�
�— ATR�'�
C6Y9aMiEi
INIERIOR EXTERIOR ��35��
ouus.�us�sza
rN.(27116])-269p F%:(2H)�2/d�N
I 4 ia �a a i
#8 X 2�"SCREWS THROUGH B4TH 12 8 �
FRAMES(OFfSE 7')/IT 4"fR4M ENDS � �� N� �
h 13°O.G.THEREAFTER
11 � IN7ERIOR ^��o O�� �
9 N� °s� a=�
� �, .
SEE G4AZIN6 8 N �`$ m a,,�,,o �
DETAIL #8 X 2�/z"SCREWS TNRQlJ6H$OTH � W m o 2 �
�RAMES{OPFSE7}AT 4"FROM ENOS �
1 11 9 1 G4AZIN6 6 27"O•C•THEREAFTER � SEE 6LAZIN6 i-'� w�W� �
a
EXi'ERIOR SILICONE --- -.� OEfiAIL � a `"' �
� HORIZONTAL SECTION � � I",�RI°R K VERTICAL SECTION �
7 a
ij2"VERTICA�MULUON �°&t.A55 7 tf2"NORtZONTAI MULUON
. gx7� / m
� � Z
• 6L 5 SHA1.L MEET THE REQUTREMENTS EXTER2QR ,I I -.�._
, OF ASTM E 1300-04 G4A55 CHARTS. I-•----�{-- 3/a"O.A.INSUUI"TED 6LAS5 � �
GLAZING DETAII EXTERIOR > �
TNTERIOR
$ � w
1 4 14 24 4 1 I2 � °
#8 X 2�"SCREWS THROUGH BOTH
FRAMES(OFFSE'17 AT 4"FROM ENDS
d 23"O.C_T}{EkEAF'FER �i
10 INTERIOR OZ
1t -t��R
11n
i _~ � ,��`�[�O��t'#C��� �
ETAIL ZING rx8 x a s�•sca�ws�aoucN eoTM l 8 =a.' � _
FRAAAES(Of�SE'1')AT 4"FROM ENDS
! 11 20 1 &27"O.C.7HEREAFI'ER � u- , � � -
EX7ERIOR 5EE 6LAZINf �N�;. F �
ae�`nzi. ���: . ��
� HORIZONTAI.SECTION ��b� ��
�""� � VERTICAL SECTIQN "' y *pR `�
� a ���� �,
7 11(4"VERTlLAI MULUON � 21J4'HORIZONTAI.MUI.t10N �'� �' G6 Z —'�
(oanoNa�r (OPTIONAL) o� 3� s i �z
0 o v in
bWf�#:
• ATRf�6b
SHEET � OF Qj
BILL OF MATERIALS A��T�LTM
ITEM NO PART NO. DESCRIPTION MATERIAL O SZNGLE HUN6 FRAME O SINGLE HUNG SILL
1 " SINGLE HUNG FRAME PVC PVC PVC �O+��w�Ei�.�
2 - SINGLE HUNG SILL PVC
Po01�MYASSnpOR 4pW
�.��� DAl1w5,TEXw5152�7
3 - SASH RAIL PVC TYP .�.cx�.>en-zess rx a�.�,z.a�x
3.875' 0.055" 3.31"
4 - SASH STILE PVC Trr ^' e
5 ' FIXE�MEETIN6 RAIL PVC o$�; ��g ?
6 - OPERABLE MEETING RAIL PVC 3. "'�3` ��j °
3� �3 "� °�x
�< �
_ w�Eo �
O SASH RAIL O SASH STILE W V m m °�m �
8 - GLAZING BEAD Av� pyC PVC � � � m o z �
< �
9 ' 1/2"MULLION PVC �"' W(�m°
10 - 1 1/4"MULLION PVC '�—� o.oes^ � o.ob5•
� d ^� :
1.318' TYP 1.349" n'P
il - MULLION REINFORCEMENT 6063-T6 L. �
0
12 ' TRANSOM FRAME P�� —�-, 1.898• i.aer�-- m
� �
13 ' MEETIN6 RAIL REIIVFORCEMENT 6063-T6 N
14 ' SASH REINFORCEMENT 6063-T6 O
H Z
, � VCED MEETING RAIL O OP�RABLE MEETIN6 RAIL O pVC ER SASH COVER O pVCZING BEAD O PVC MULLION > �
� � 1� � W
� �
1.274' �yP• 1.25" 0.786'
2.444` 0.060` --� �0.343" 3.16' 0.050'
I TYP. I
1 1.349"� �-^0.3%' 1YP
�— O
--I1.244 Z
13 MEETIN6 RAIL REINFORCEMENT � 11,� `��.�` *a3�� �
6063-T6 AWMINUM .� �0,,,......,���
,.� 0.090° ,�o``�• ^ '�s
TYP
10 P����MULLION 11 6063�-TG AL MINUMEMENT 12 TR�NSOM FRAME 1.30,. ��0.%3� ;�'; ��
:`id;••., .
� 0.0�5• �''.��y�"*pROF`.
ivP
3.205• z•s<r � Z-��'' SASH REINFORCEMENT � m��m�z ��
0.065' � 0.085' I 14 �-'~
r,p � � 6063-T6 AI.UMINUM o N 3 F =_ �Z
I 0.080' �
. l.325'}�- I }--0.355` 3" y�� TYP DW6#: U
o.��-���.0�4• SHA 8 Ob8
rioriaa t�u��aing �,oae vnime rd�c � �� �
�, Product Approval
USER:Pu61lc User
Product perova!Menu>p�p,Quct or Annllcat/on,carch>�plicatlon Llsf>Appllutlon Dsta!/
FL# FL1182$-R7
AppliCation Type Revislon
Code Verston 2010
Appiicatlon Status Approved
*Approved by DBPR.Approvals by DBPR s ll be reviewed and ratlfied by the
POC and/or�he Commissron if necessary.
Comments
Archfved
Product Manufacturer Atrium Compan/es Inc.
AddressJPhone/Email 9QD1 AmDassador Raw
Dallas, 7X 75247
(214)583-1828
}asonseatsC�atrtum.cam
Autharized Signature lasan Seats
fason.sesls@atrfum.cam
Technica!Representafive lason Seals
Address/Phone/Emall 9001 Ambassadar Row
Qatlas, 7X 75247
(214)537-2648
jason.seals@atrlum.com
quality Assurance Representative Tommy Smlth
Address/Phone/Emat! 300 Welcome Center Blvd.
Welcome, NC 273�4
(336)764-6400
tommy.smith@atrium.com
Category Wlndows
Subcategory Nortzontai Slider
Campltance Methad Certfffcatlon Mark or Llstfng
GertrffCation Agency Ame�lcan Arthltectura!Manufacturers Asso lation
Validated 8y Amer/can Archltectural Manufatturers Asso fatJon
Referenced Standard and Year{of Standard) Standard Year
AAMA 4Sp 2010
AAMA/N/DMAfC5A IQ1/1.5.2/A444 2005
AAMAJWDMAjCSA 101/I.S.2jA440 2008
ASTM E1300 2004
ASTM E188b 2D05
ASTM E1996 2006
Equivalence af Produck Standards
Certified By
Froduct Approva!Method Methad 1 Optlon A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2fM2eroZ... 6/19/2014
r ioriaa tsuiiaing �oae �nime 1 a�� � �1 �
Date Submitted 01/10/1014
Date Valldated 04/29/2014
Date Pending FBC Approval
Date Approved 05/04/2014
Summary of Products
°FL# Mode/,Number o�Name Descrlption
11828.1 120 Horizonta/Slider HS-LC40 72 x 60,XO;HS-LC50 72 x 48,XO; HS-R30 108 x 72
XOX;
Limits of use Certf�catlon Agency Certiflc [e
Approved for use in HVHZ:No F 11828 R7 C CAC ADW-Ol 20 HS XO HS-LC40 72x60 AAMA
; Approved for use outsfde HVHZ: Yes ApC C6703.01-801-47.ndf
Impact Resistant:No F 11 1 R ADW- i 2 HS XO H -L 72x48 AAMA
� Deslgn Pressure:N/A APC C6703.01-801-47.vdf
Other:AI!frame and sash components are fabrlcated from f 1 R7 AD - 1 2 H X X R 108x72 AAMA 101
extruded vinyl(PVC). C6700.01-801-47.pdf
QualJty Assurance Contract piration Date
03/27/2017
irtsta//atJon Instructlons
F 1182 R7 ll A W- 1 12 In talla i n n ruc i n . df
Verlfied By:Amer/can Archftec ra/Manufacturers Association
Created by Independent Third arty:
Evaluatfon Reports
Created b Independent Third art :
11828.2 130 Horizonta/Slider,XO and XOX, Fin LC-PG40-1880x1600(74x63)- XO, LC-PG50*-1880x1270
and F/ange (T4x50)-HS XO,LC-PG30-2743 1600(108x63)-HS XOX, LC-
PG50*-2743x1270 108x50)-H
Limits of Use Certiflcat/on Agency CertJfic [e
Approved for use In HVHI:No F 1 i 2 R7 A W- 0 H X HS-L 4 74x6 Fin
° Approved for use outside HVHZ: Yes AA A A 71. -8 1-47.
Impact Resistant:No 1 R7 ADW- H XO H -L 4 74x6 Finle
Design Pressure:N/A A�1MA AP D 172. 1-8 1-47.
Other:All freme and sash components are fabricated from F 11828 R7 C CAC ADW-00 30 HS XO HS-LC50 74x50 Fin
extruded vinyl(PVC). AAMA P 172. 1- -47.
11 2 R ADW- 0 HS X H -L 0 74x Finles
MA AP D 172 1- 1-47.
11828 R7 ADW- 3 H X X H -LC3 108x6 Fin
MA AP D 1 . 1-8 1-
1 2 R7 W- H X X HS-L 108x63
Fln/e AAMA AP D 72 1- -47. f
F 11828 R7 C ADW-00 30 HS XOX HS-LC50 108x50 Fin
AAMA A D 172. - 1-47.
11 7 D - H X HS-LCS 1 x 0
F!n/ MA AP D 17 - -47.
Quallty Assurance Conlract plratlon Date
02/13/2018
Insta!lat/on Instruct/ons
1 2 R7 11 ADW- !n ll i n FB 201 ATR 67
S�•�f
Ver/fied 8y:Hermes F. Norero 3778
Created by Independent Thlyd arty: Yes
Evaluatlon Reports
11 2 R7 AE ADW- 1 S PER FBC201 PER27 2 . f :
Created b Inde endent Third art : Yes
11828.3 I50/160 Ho�lzonta/SNder HS-R25 108 x 60 XOX, HS-R30 2 x 48 XO
Limits of Use C@rtlflcatlon Agency CertJflc te
Approved for use!n HVHZ:No 1 82 R7 ADW- 8 1 H XO R 0 72x4 AAMA
Approved for use outsfde HVHZ: Yes PC 86832.01-80i-47-RO.vdf
' impact Res/stant:No 1 2 R7 DW- 8 5 1 0 H XOX 2 1 8x60 AAMA
Design Pressure:N/A APC 86832.01-801-47-RO.odf
, Other:All frame and sash components are fabricated from Qua/ity Assurance Confrac[ piration Date
extruded vrnyl(PVC). 02/21/2016
Installation instructlons
11 2 R7 I ADW- I S 1 HS!n Il i n Instru i ns. df
Ve�ifled By:Amer/can Architect ra/Manufacturers Association
Created by Independent Th/�d arty:
Evaluatlon Reports
Created b Independent Third a .
11828.4 200 Horizonta/Slider R-PG30-1829x1219(72x48)-HS(XO), R-PG30-2438x1219
96x48-HS XOX
Limils of Use C�rtificatfon Agency Certlf/c e
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2flVl2eroZ... 6/19/2014
r ioriva tsui►aing �oue �niine 1 a�� -' "1 �
Approved for use!n HVHZ:No F 1 82 R7 ADW- HS X H -R 72x4 AAMA
Approved for use outslde HVHI: Yes APC D3852.01-801-47.ndf
� Impact Resistant:No 7 ADW- 8 HS X HS-R30 96x48 AAMA
Design Pressure: +30/-30 AC D3852.01-801-47.Ddf
Other:All frame and sash components are fabrlcated from Qoality Assurance Contract piration Date
ext�uded vinyl(PVC). 12/19/2017
Instal/atlon Instructlons
i1 2 R7 II ADW- 2 !n a/ i n-Fin. f
Ver/fied 8y:Amer/can Arch/tect ra/Manufacturers Association
Created by Independent Thlyd arty:
E�aluatJon Reports
Created 6 Inde endent Thlyd a
11828.5 300/375 A/uminum Horizontal Sdder R-PGIS-1829x1829(72x72)-H XO, R-PG40-1829x1219(72x48)-
H3 XO
;Limlts of Use Certlflcation Agency CerYiflc te
; Approved for use in HVHZ:No 1 R7 ADW- 1 7 RI 72x 2 AAMA APC ;
Approved for use outs/de HVHZ: Yes C3401.01-801-47.odf
� Impact Resistant:No F 1182 R7 C ADW-01 00 375 HS R40 72x48 AAMA APC �
' Design Pressure:N/A C3401.01-801-47.pdf
Other:All frame components are fabrlcated from 6063-TS Quality Assurance Contract piratlon Date
extruded a/uminum. 07/11/2017
installation Instructlons
F 1182 7 11 ADW- 1 H In lI i n. f
Verifled By:American Architect ra/Manufacturers Association
Created by Independent Third arty:
Evaluation Reports
Created by Inde endent Third a .
11828.6 451/461 Ho�lzontal Sdder HS-R25 70 x 49 XX, HS-R25 96 48 XOX
�Lfmits of Use Certlflcatlon Ayency Certific e
Approved for use in HVHZ:No F 182 R7 ADW- 1 4 X X HS-R2 6x4
Approved for use outslde HVHZ: Yes A MA APC D415 .O1-801-47-R df
Impact ResJstant:No f 11828 R7 C C AOW-08 1 4 1 HS XX HS-R25 72x48
Des/gn Pressure: +25/-25 A A D41 1- -47-R f
; Other:A/l frame and sash components are fabricated from Quallty Assurance Contract piratlon Date
i extruded vinyl(PVC). 12/10/2017
Installatlon Inst�uctlons
182 R7 I AD - 4 1 4 1 H 'n Inst ll i n. f
Verif/ed By:American Arch/tect ra/Manufacturers Association
Created by Independent Thlyd rty:
ENaluatfon Reports
Created by Inde endent Thlyd rt :
11818.7 500 Horizonta/Slfder R-PG30-1829x1219(72x48)-HS XX, R-PG40-2438x1219(96x48)- �
HS XOX
Limits of Use Certif/catlon Agency Certlflc e
Approved for use Jn HVHZ:No F 11828 R7 C CAC ADW- 8 0 HS XOX HS-R40 96x48 AAMA
; Approved/or use outside HVHZ: Yes A�C D3845.01-801-47.vdf
Impact Resistant:No F 11 28 R ADW- 8 H XX H -R 72x48 AAMA
Design Pressure:N/A gPC 03845.01-801-47.pdf
Other:All frame and sash components are fabricated from Qaality Assurance Contract pi�atlon Date
extruded vinyl(PVC). 12/13/2017
Insfa//ation Instrucfions
118 R7 1 A W- H ns lla i n-Fin. df
Verifled By:American Architect ra/Manufacturers Association
Created by Independent Third rty:
Eva/uaflon Reports
Created by Inde endent Thlyd rt :
11828.8 5700/8050/105 Horizonta/Slider HS-R20 96 x 60, HS-R20 72 x 7 , HS-R25 72 x 48
Limits of Use Certlflcatfon Agency CertlfJca e
� Approved for use/n HVHZ:No F i1828 R7 C CAC ADW-01 0 8050 105 HS XO HS-R20
Approved for use outside HVHZ: Yes 7 2 AAMA i 1 A 92 . i- 1 47-r0. f
i Impact Resistant:No 1 2 R ADW- 1 0 0 105 H X HS-R2
! Design Pressure:N/A 7Z 48 M 101 A . 1- 1 7- . f
Other:All frame and sash components are fabricated from � F 7 D - 1 H X H -R20
extruded vinyl(PVC). 60 AAM . - 4 -r0.
Qua/lfy Assurance Contract E rplrat/on Dafe
OS/06/2015
Ins[a/latfon Instructlons
P 82 7 11 ADW- 1 7 S fin In tal/a ion. f
Verified By:American Arch/tect ra/Manufacturers Association
Created by Independent Third rty:
Evaluatfon Reports
Created 6 Inde endent Th/rd rt :
11828.9 65/265 Impact Hor/zonta/Slider,XX R-PG50-1829x1219 72x48 -HS XX)
Limits of Use CertiflcaHon Agency Certi�ca e
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2flVl2eroZ... 6/19/2014
r iuriva nuiiuiri� �,uuC viiiiiiC 1 us� -. �1 �
Approved for use/n HVHZ:No P 11 2 R ADW H XX Fin H -R 72x48
Approved for use oufslde HVHZ: Yes m AAMA AP 1 . 1- -44. f
' Impact Res/stant: Yes 1 7 D XX F/n/ ss HS-R50 72x48
Des/gn Pressure: +50/-50 Im ct AAMA APC D2519. 1-8 -44. df
; Other:AI!frame and sash components are fabricated from Quality Assurance Contract xpiration Date
�extruded vinyl(PVC). OS/03/2016
7ns[allallon instructfons
FL ADW- 2 H In /l i n. f
Ver/fied By:Ame�lcan Archltec ral Manufacturers Association
Created by Independent Thlyd arty:
Evaluatlon Reports
� Created b Inde endent Thlyd a .
11828.10 7000 Acousdcal Hor/zonta/Sllder HS-DW-LC30 72 x 60 XO, HS-D -LC30 96 x 60 XOX
Limits of Use Certiflcation Aqency Certiflc !e
! Approved for use Jn HVHZ:No FL1 2 R7 ADW-07 H XO H -D -L 3 72x60
; Approved for use outside HVHZ:Yes AAMA A 8 . 1- 1-47.
; Impaci Resistant:No 1 R AD - 0 H X X -DW- 96x 0
Design Pressure:N/A AAMA AP 8 1 6.01-801-47.
' Other:All frame and sash components are fabricated from QuaNty Assurance Contract xplration Date
i extruded vinyl(PVC). 12/07/20i5
xnstal/atfon Instruct/ons
1 2 R7 II ADW- 7 n llat/ n-FIN. f
Verlfied By:Amerlcan Arch/teC ral Manufacturers Association
Created by Independent Third arty:
Evaluatlon Reports
Created b Independent Third art :
11828.11 8100/1100/3100/10/1000 VPT HS-R30 72 x 48 X0, HS-R20 10 x 48 XOX
Horizonta/Sllder
Limiis of Use Certificatlon Agency Certi�c te
� Approved for use In HVHZ:No F I1 2 R7 C A W- 8 10 H X HS-R 72x4 AAMA
� Approved for use outslde HVHZ: Yes APC A4445.01-801-47-r1.vdf
' Impact Reslstanf:No FL11828 R7 CAC ADW-08 100 HS XOX HS-R20108x48 AAMA
' Design Pressure:N/A APC A4445.01-801-47-rl.odf
i Other:A!I frame and sash components are fabNcated from Quality Assurance Contract pirafion Dale
�extruded vinyl(PVC). 10/06/2014
TnstallatJon Instructlons
FLII R II DW- 1 0 n lla i n In r ! n
040312.vdf
Verif/ed By:Amerlcan Arch/tec ral Manufacturers Association
Created by Independent Thlyd arty:
Evalua[fon Reports
Created b Inde endent Th/rd a .
;11828.12 8300/8301/121/131 Horizontal Sl/der HS-R40 78 x 48 XO, HS-R30 96 x 48 XOX
�Limits of Use Certf�catJon Agency CeKific te
; Approved for use ln HVHZ:No FL11818 R7 C ADW-08 3 1 XO HS-R40 78x48 AAMA APC
, Approved for use outside HVHZ: Yes 83274.01-801-47-RO.�df
Impac�Reslstant:No FL 182 R7 AD -0 3 1 X X HS-R3 96x48 AAMA APC
Des/gn Pressure:N/A 83274.01-801-47-R0.vdf
Other:Afl frame and sash components are fabricated from QualJty Assurance Cont�act piration Date
extruded vinyl(PVC). 09/30/2015
Inslallatfon InstruclJons
FL 1 R7 I ADW- 1 Ins Il ion ATR 2-2 1 . df
Verlfied By:A/exJs Spyrou 681 1
Created by Independent Th/rd arty: Yes
� EvaluatJon Reports
F 1182 R7 E DW- 8 1 H n ll lon PER 17192 1 . df ;
Created b Inde endent Third a : Yes
11828.13 8300/8500/8700 XX Horizonta/SHder HS-R30 72 x 48,XX
Cimits of Use Cert/fication Agency Certiflc te
� Approved for use in HVHZ:No FL218 7 ADW- 8 HS XX R 72x48 AAMA AP
; Approved for use outslde HVHZ: Yes ¢6836.01-801-47-RO.adf
Impact Resistant:No Quality Assurance Contract pirat/on Dafe
Design Pressure: +30/-30 02/22/2016
Other:All frame and sash components are fabricated from Installatlon Inslrucffons
extruded vinyl(PVC). L 82 7 AD - 7 H XX In tall i n
jnstructions.pdf
VeNfied By:Amer/can Architect ral Manufacturers Association
Created by Independent Third arty:
Evaluation Reports
Created b Inde endent Thlyd arty:
11828.14 8900/90/8000/1800/3900 Horizontal HS-R35 78x48 XX, HS-R50 72x 8 XX, HS-R50 96x48 XOX, HS-R50 �
Sllder �2x90 O/XX Mulled
i Limits of Use Certiflcation Agency Certiflc e
' Approved for use/n HVH2:No FLil 2 ADW- 0 H O-XX H -R 0 2x90 AAMA
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2flV12eroZ... 6/19/2014
• •v��w`a u�.a��wai�b v�+v VaaalaaV 1 ll��. ✓ VL J
App�oved for use outside HVHZ: Yes � P 8 .01- 1-47- f
Impact Reslstanf:No FL11818 R7 CA ADW-00 900 HS XOX HS-R50 96x48 AAMA
Design Pressure:N/A -47- f
: Other:All frame and sash components a�e fabricated from L11 2 R7 A H XX HS-R 5 7 x48 AAMA
i extruded vinyl(PVC). P B 7 1- 1-47- f
2 ADW- 0 HS XX H -R 72x48 AAMA
P B - 1-4 -R f
Qual/ty Assurance Contract xpira[!on Date
OS/02/2016
Insta//atlon Instructfons
FL11828 R7 II ADW-00 8900 S Instal/at/on fBC 2010 ATR055
SS.vdf
Ve�ified By:He�mes F. No�ero 3778
Created by Independent Th/rd arty: Yes
Evaluatfon Reports
FL1182 R7 AE ADW- 0 H PER FB 2 1 PER2 71 S. df
Created b Independent Third art : Yes
11828.15 9000 Horizonta/Sllder,XO, XOX, O/XO, HS-LC25 96 x 72 XOX, HS-LC3 96 x 60 XOX, HS-LC25 72 x 72
XO/O, O/XOX XO, HS-LC45 72 x 48 XO, HS-L 50 72 x 48 XO HP, HS-LC30 72 x
90 O/XO, HS-LC35 72 x 96 XO/ , HS-LC30 96 x 84 O/XOX, HS-
�C35 96 x 84 O/XOX HP
Lim)ts of Use Certiffcation Agency Certfflc te
' Approved for use in HVHZ:No 1 2 R7 ADW- H HS O-XO H -L 0 72x9
Approved for use outslde HVHZ: Yes C0447.01-801-47.odf
� Impact Resistant:No FL11828 R7 C CAC ADW-00 000 HS CHS O-XOX HS-LC30
: Design Pressure:N/A x 4 AA A A 2. 1- . f
i Oiher:AlI frame and sash components are fabNcated from 11 2 R7 ADW- H HS -XOX HS-L
�extruded vinyl(PVC). x 4 MA 44. f
L 1 2 R7 A H HS X - HS-LC4 72x 6
MA A 2.01-8 1-47.
FLII 2 R ADW- X HS-L 2 72x72
C0447.01-801-47.ndf
FL11828 R7 CA ADW- 0 DO HS X HS-LC45 72x48 AAMA
�01 B9913.01-901-44-RO.pdf ��
fL1182 R7 ADW- H X H -L 72x4 AAMA '
APC C3398.01-801-47.2df
1828 7 ADW- H XOX H -L 2 9 x72
C0447.01-801-47.vdf
LI182 R7 AD - 0 H X H -L 9 x6 AAMA �
APC C5181.01-801-47.vdf
Qua/ity Assurance Con[�act piration Date
06/27/2016
ins[a//aHon InstrucNons
F 2 7 I ADW- 0 In ll i n-Fin. f
Verified By:AmerJcan Arch/tect ra/Manufacturers Association
Created by Independent Th/rd rty:
Evaluatlon Reports
Created by Inde endent Thlyd
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu %2flVl2eroZ... 6/19/2014
ffi
INSS�OWN ON NOlES. �T R i 11 M C C}M RA N!E�, 1 N C. A��uM
a��.ri_trvc
3. ONE(lf tNSTAIlATION At1CM47R IS RFQU�R�O A7 EACH ANCNOF�pGATiON
2. 7HE NUMBfR QF INSTAUATION ANCHORS DEPIClED IS THE MINIMUM SER/ES 13Q ��������
NUM8fR OF ANCMpRS 76 SE tlSED FOR PRODUCT KNSTACUl7iON OF iME p,st�.as.sEx,ts r,z47
MAXIMUMSRElISTED. att2H)s37-t6%vx�@al�2i�u73s
3. INSTALIINDNIDUALINSTALLATIONANCH4RSWITMiNA70LERANCEOF!1/2 HOR'IZONTAL SLIDER �
IHtM OF'fFiE 6EPKTE010CAT16t3 7N LME ANCHpR tAYOUT QETAI�(i.E., � �# '„�
WRHQUT WNSIDERRTION Of 70LERANCES{.TOL£RANCES ARE NOT tX o
CUMUtATIVE FROM QNE IN$TAl1ATqN ANCHOR TO THE NEXT. �p $Z N j m =
4. $MIM AS RE4UIREQ AT EACM lNSTAUATIQN ANCHpR WITlt IAAD BEARIN6 �
v�� �O �m" �Ti
SHtM{Sf.MA7[lMUM ALlOWABt£SHiM$TACK T4 BE 3/C�NCH.SiiIM WHERE �� u�� ��v �
OF HIGH OENS17Y PlASTIC OR OETTER. p 1- F+ µ� e
GENERALNOTES. hJ '� �.p �H Co �
5. THROUGtI FRAME:FQB INSTAl,(AF�N INTO W046 FRAMtNG US£M70 ~ � tl J K�+ �
W�O �'S SCR�W 6UGH THE fRAME OF SUFFIqENT IENGFH TO ACMiEV£1 i_ TME VRQDUCT SHOWN NERFIN tS DESIGHED AND MANUFACfURfD � W m O L �
21NCM MINIMUM EMBEpMENT INTO W400 SUBSfRATE. TO CAMPIY WIiT1 THE 24091RC/IBCAND 2010 F�ORIOA BUtLDING UJ a `W� a
C O O E(F B C�,E%0.UDING HVHZ ANp HA$BEEN EVALUATED 'h'� W�ep
ACCORDING TO 7HE FOU.OWING: TABLE OF fAN1ENT5 �
6. THROU6H fRAME:fOR fNSTAW471QN 7HROUGX 3X BUCK TQ � � � �
�NCRETEjNiASt)NRY,OR DtRftTtY�NTQ CAHLftF(�fMASpNRY,USE 3Ji6 ` ��d�ifl�.��'� SNEET REVISIQN SHEET pESCR�T[pN {�
INCN qIAMEfER tTW TAPOONS Of SUFFICIENT LENCTH TO ACHIEVE 1 1/4 2. ADEQUACY Of TNE E%ISTING STRUCTIJRAL WNGtETE/MASONRV F
iNCH MINIMUM EMBEDMENT. <
AND 2%FRAMING AS A MAIN WINO FORCE RE51$TING SY51'EM 1 - 6ENERAL 6 IN$TAI.LATION NOTES �
7 TIiROtKH FRAME:FOR INSfAttATl4F11NT0 MEfAt STUD OR AYPROVED �PABCF 4f WITtiSTANDtNG AN6 TRANSFER8ING AF?tiEp EGEY�n�
MUUI N USE Nl GN.S SEIF TkPPtNG SCREWS THROUGH THE FMME OF PRODUCT 14A05 TO THE F4l7NDATipN 15 THE RE5o4N5i8iLtTY Of 2 � m
, SUFFIpENT LEN TO ACHI E A MIN�MUM OF 3 TMREADS PENETRATION THE ENGINEER OR ARCHITER OF RECORD FOR 7HE PROIECT OF 3 - AI.ICHOk LAYOVTS
BEYONp METAI FRAME SUBSTRATE. INSTAIlATI(7N.
4 • VERTICAL SECTICNJS 6 6L.�NG DET.UL '�'f'
$. 7}Nti?Uf'sH�1:FOR ttSTAItATiQN tNTB W040 FRAMINti tKF N8 W006 3. 1X AND 2X BUCKS{WHEN USED}SHAII BE D£SKNfD AND 5 _ {�{p��,T,AL SECTSORL `
- SCREVJSTHNOUGHTHEFINOFSUFFICIENTLENGTHTOACH�EVE 1 21Ndi ���dT4PROPERIYTAANSFERAtLLOA05TOTMf /^�y
MINIMUMEMBEDMENTINTOWOpDSU9STRATE. 'STaUCfURE.BUCKOE516NANDlNSiAL1ATION$TXE Fy . ��Jr,ag�,p�µA�y�,S _ ,\„J
- RESPONSIBIIITY OF THE ENGINEER OR ARCHRECT Of RECORD FOR F.., Z
9. 7HROUfiN Htk FOR INSlALLATtON IN74 M£TAi,STUp OR APPROV£D 7'NF PR41E4T dF iNSTAUATfON. �I1 O
MU�M$GR.5 SELF TAPPtNG SCREYJS THROUGH THE PoPI OF �i� �
SUFFICIENT lEN TO ACHI E A MINIMUM OF 3 THRfAD$PENETRATION 4� TNE INnALLATbN DETIkILS DESCR19E0 HEREIN ARE GENERIGAN� H 1�-�
BEVqND MEfAI FMME SUBSTRATE. MAY NOT REFLECT ARVAL CONDITIONS FOR A SPECIFIC SITE.IF �C
SITE CpND177qN5 CAUSE INSTAUA770N TO DEVIATE FROM THE W N
14. MlNIMUM EMBEdMEM AND EDGE D�STANCE IXtLUDE WAtt FIN3SriE4, RE4UiREM£NTS DETAIGEO HER£!N,A UCENS£6 ENGiNEER OR M�x D'A'$SLE pE526N MZSSIl.E � �
INCLUDING BUT NO7 UMITEp TO STUCCO,f4AM,BRICK YENEER,AND SIDING. ARCH(TECTSifItLL PREPARE SiTE SAEGFIC DOCVMENTS fOP USE �,�.� ��T �T=� ppE55URE IM�/K�'RATIN6
WITH THI$DOCUMENT IN NON-XVHZ AREAS.
11. INSTAUATION ANCHORS ANp ASSOCIATED HARDWARE MUST BE MADE OF 5. ApPROYED tM4AtT PROTECTIVf SY5TEM IS REQUtREO QN TNtS 74` 50' XO �l-50 PSF NON-INWACf
CARRQStON RESI5TAN7 kfATERUtt OR HAVE A tARR05N?N REStSTANT pppDUCF IN AREAS HEQt37RitKi IMpACT RE$tSTANCE.
�n�'' �4• 43' XO •I-46 PSF tspN-IptPAGT
6. WINDOW FIiAME MATERIAL.PVC �
12. FOR Hp4LAW BLOCIC AND GROUT FIlLEO BLOCK DO NOT INSTA4 108' S0' XOX •/-50 PSF NON•IAAPACT Z
lNSTAI.U1710N ANCHORS lNTU MORTAP JQINiS.EDGE D�STANCE 1S 7 aN ACtOfiGANCf WITM THE 2010 F$C.$EC 2IXI39.6 Dt55EMiLAR 208' b3" XQX •J-3Q PSf NOtd•LMPACT ``���� ,*�3�!
M£ASURED FR6M FREE£M'iE Df 9iACK 6R EUCiE 4f MQRTAR IOiNT tNTO METALS INCtUOiNG FAST£NERS THAT MAY tpME tNTO CONTACi v+, O ���
FACE SHELL OF BIdCK. �L �,,,,,
WITM ALUMINUM UNR FRAMING$HALL BE PROTECTED A$pEFMED y�„"� �(.
13. INSTALUITION ANpiORS SHALL BE INSTAU.EO IN ACCQRDANCE WITN ANCHqR IN SEC 2003.8.4.2. � O•� �
MANUFAtTUR£R5INSFALiAT10N iMSTRUCflQNS,AND ANCtiORS SHAll N6T $ G�$S4{AU.MEET TtEE AE4UIBEM£NTS OF J�S7M F 130PO4 6tA$5 '
8E USE6(H SUBSTRATES WiTH$TREN6TH$lESS FNAN THE MlMtMUM �wypn SEE SHEEf 4 FON GIAZING 6ETAll u � ~
STRENGTH SiECIFIEO BY THE ANCHOR MANUFARUREA. �y;.. r �
14. �N57ALlATION ANCHOR CApAC1TIE5 FOR PRODUCTS HEREIN ARE BASED Ok
SU85?'RATFMAT£RIAtSWRHTNfFQItOWIN6PF�PERTiES: �iOr�¢.�`•. ,.�'
B.QNCREfEt-M N MUMECC?MPRESSIVE STRENGlN Of 3000 PSI, �'����••'I��4��
C.GROUT-FILLED CMU•UNIT STRENGTM CONFORMS TO ASTM C-90 WITM
MINIMUM COMPRE5SIVE 5fREti67H pf 200Q PSI ANO GRQUT tONfORMS �.p m�y,�m'Z �y}
Tt}ASTM t d7fi,M}NFMUM GROUF CDMPRES5IVE STRENGTH OF 2006 VSI. �p 3� _= 4y Z
D.HQLLOW BLOCK GMU•UNIT SfRENGTH CONFORMS TO ASTM C-40 WRH p� V N
MINIMUM COMPNESSNE STRENGTFI OF 200D P51,
O Q
E. 5TEEl-MINIMUM YIELD STRENGTFI OF 33 KSI.MINIMUM 18 GA.WALL �/WG#:
m�rr�ss. DigitaQy signed by Hermes F.Norero,P.E. �����
F,AkIiMINUM•M�NiMUM fU,tOY6063�T5.MiNiMUM WALITHICKNESSOf Reason:I am approving th}s document
xi�e�ro.oczs��. sNeer � OF l�j
Date:2014.04.11 13:44:19-U4'00'
�
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9 ' OPERABLE 5"fILE REINFORCEMENT 6063-T6 \-J 4�J �+ �(]m° °
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boFb
Florida Building Code Onlin Page l af 3
^Product ApprovaJ
USER:Publk Use�
Product Anaroval Menu>P r 11 i a h>Annl cation List>Appllcadon DeGal/
fL# FL11546-R4
App(rcatlon Type Revision
Code Version 2p1 p
Application Status Approved
*Approved by t78FR. Approvats by t?&PR shall be reviewed and ratifred by the
POC and/or the Commrssion tf necessary.
Comments
Archlved
Product Manufacturer Atrium Companies Inc.
Add�essJPhone/Emai! 9QQ2 Ambassador Row
Da!las, 7X 75247
(ZI4)583-1$2B
jason.sealsCa�atrium.cam
Authorrzed Signature Jason Seals
jason.sealsC�atrium,com
TechniralRepresentative lason Seats
Address/PhanejEmai! 900i Ambassado�Row
Dallas, TX 75247
(2I4}b37-2698
jason.sealsCa}a tnum.com
Quality Assurance Representative Jim Puckett
Address/Phone/Email 9001 Ambassador Row
Dattas, TX 75247
(214)637-2696
jrm.puckettC7a atrium,com
Category Exterior Daors
Subcategory Sliding Exterior poor Assemblies
Compliance Method Certlfication Mark or Listing
Certification Agency American Architectura!Manufacturers AssocTatlon
Validated 8y American Atchitectura!ManufaCturers Associatian
Referenced Standerd and Year(pf St dard) Standard Year
AAMA/WOMA/CSA 101/I.S. 2/A440 2005
ASTM E1886 2005
ASTM E1996 20Q6
Equivalence of Froduct Standards
Certified By
Froduct Approva!Method Method 1 Option A
Date Submitted 12j19120I1
l.t+,...!l.,,.:...,Flnriri..4a..ilrai»rt n nlr.rJ.�r �r�n r�tl n�nv'?n�r�m—tzrC.RITXtltartTlnall�'rSk'a/7f7'r 11?S21'3(ltd
Florida Building Code Onlin Page 2 of 3
D�te Validated 03/08/2012
Date Pending FBC Approval
Date Approved Q3jI4J2012
Date Revised 11/13/2013
___. _.._._�.... ._. .. .___.._.. _ _. ._. _. __
�Summary of Products ;
�
;FL# Modei, umber ar Name Descrf tiott
�1 i6R6.1 31 i/312 78 Sllding Glass Dpor SGD-R25 95 x 80(311/312), SGD-R25 Ti x 96(311/312),SD-R35 ;
71 x 80(311/312)SGD-R3S 72 x$2(378) �
Limfts of Use Certificatlan Agancy Gertfffcate ;
' Approved for use in HVHZ:No FL21646 R4 C GAC ADW-08 311 312 SD 25 95x$0 AAMA APC j
; Approved'for use!outside HVHZ: Yes 9A621.01-8Q1-47.ndf ;
Impact Resistent.No �Lllb4b R4 C CAC ADW-0$311 3I2 SD R25 71x36 AAMA APC i
� DeSlgn Pressure;N/A 94621.Ol-841-47.n�'f I
Other:311/312 utilize steel rebar; 78 utiles aluminum rebar. FLI1646 Ra C CAC ADW-08 311 ,312 SQ R35 7ix80 AAMA APC ;
9462i.01-$Q1-47.t�df
; fL11646 Rq C Gq�' ADW-08 378 SD-R35 72x82 AAMA APC j
94621.02-8Q1-47- .ndf i
Quatlty Assurance Cantract Expfratton Dete �
i19J17j2013 i
Inslallation InstructJons i
FL21646 R�} II AD�N-08,?X 1 312 378 SD Install�tion ATR023- �
2t?IO.vdf '
VeHfled By:A/exis Spyrou 68101
Created by Independent Third Party: Yes �
iEvatuatlon Reports �
FLI�,646 R4 AE ApW-08 311 3i2 378 SD PER 1583-201q.Ddf
Created b Inde endent Thlyd Pa : Yes ;
!I i646.2 332j388 lldfng Giass Daor SD-R40 72 x 96(388),SQ-R50 72 x 82{388}SD-R3Q T2 x 96 I
(331, SD-R50 96 x 80 332) ;
'tfmtfs of ttsa Certiffcat/on Agency Certlffcate ;
; Approved for nse in HVHZ:No FL1164b R4 C CAC ADW-0$332 SD RSQ 96x8R AAMA APC
; Approved for use outslde HVHZ: Yes A30�8.01-�tl1-47_r0.odf '
Impacf Resistant:No �LIi646 R4 C CA�' ADW-OS 332 5D XO SD-R50 72x96 AAMA i
Aasfgn Pressure:NJA AFC A753I.01-$QI-47-RD.odf f
! Other:Series 388 utilizes aluminu rebar; Series 332 utilizes El,t 1646 R4 C CAC ADW-08 38�5D-R40 72x96 AAMA APC
;steel rebar. 973�1.01-$Q;-47-rQ.l.vdf �
� fLi1646 RQ C CAC ADW-Q8 388 SD-R50 T2x82 AAMA AFC
97341,01-8Q1-47-rQ,l.vdf
Quality Assurance Contract Expiratfon Date
Q2/24j2014
Instal/atfan instructions �
PL1i646 R4 II ADW-08 3�2 388 SD Instellation ATR002S-2010 ;
cert.t�df �
Verified By:Alexis Spyrou 68101
Created by lndependent Third Party: Yes
Evaluatton Reports
FL�164b R4 AF AdW-0�332 388 SD PER 1581-2010 cert.Ddi t
Created b Inde endent Thlyd Pa : Yes
;11646.3 352 Siid! Giass Daor,Non-Impacf SD-CSO 46 x 96
;LimJts of Use CertT�cation Apency CertiFcate
; Approved for use fn HVNZ:No FLi 1646 R4 C CAC ADW-Ol 352 SD C¢�96x96 Non Im,�act
t Approved for use autSide NYNZ: Yes MA 101,�P,�A73S2.01-St?I-47-RO.pdf j
' Impact ResTstant:No Q+ral/ty Assurance Contraci fxpyrafian Date
Deslgn Pressure; +60/-60 07/04/2015
� Ofherr Instatlation Instrurtions
FLSX646 R4 77 A Y�+-01 ,�52 2352 SD Non-Imoa��Ins£aliation
ATRQ27-2Q.j O.Ddf
Verlfied By:A/exls Spy�ou 68101 !
Created by Irrdependent Third Party: Yes
Evaluation Reports
'FL11646 R4 AE ADW-DI 352 2352 Non Imoact SD PER 1582-
Z010.odf
Created by Independent Third Party: Yes i
i
;11646.4 352/235 Stiding Glass Daor, Impact SD-C60 96 x 96
'.Lfmits of tJse Certfficatfvn Agency Certiffcate
; Approved for use in HVHZ:No FLi1646 R4 C CAC ADW-01 352 2352�1,�C60�6x96 Imoact j
; Approved far use autsfde HYHZ: Yes �1AMA 506 APC A8319.Q1-� 1-18.�df i
� Impatt Resfstanl: Yes Qualfty Assnrence Can#ract FxpPration Date '
; Design Pnessure: +60/-60 02/04/20X S I
; Other: Installation Instructions �
FLIlb4b R4 II ADW-01 2352 Irr�pact Fi{�fess Instailatian.odf
' FL11646 R4 II ApW-01 3S21mpact Fin Installation.vdf i
t..+�...,t1..,..,....�7,.„:,i.,1.,.;t.7;.,,. ,. ,.I..rl,.« .�.�... .itl .�nriv?n�ram—�:rtTRIIX(lcirtTlnc(lT:r*4K�!?fT'r 11?SZ17flld
Flarida Building Code Onlin Page 3 of 3
' Verified By:American Architectura/Manufactu�ers Assaciation
i Created by Independent Third Party:
' Eualuatforr Reports
Created by Inde endent Third Part :
'1Y646.S 64Q0/84 0 Acoustical SGO SO-lC2S 87 x 83, SD-R25 96 x 96,SD-R40 96 x SQ,SD-R40 72
x96
;Limlts o/Use Certi�cetion Agency Certiflcate '
i Approved for use ln NVNZ;No FL11646 R4 C C ADW-OT 40Q 84QQ SD Certification Docs pdf;
i Appraved for use outside NVH2: Yes Quality Assura»ce Ca»trerf Expiraflon Date I
; Impact Resistanh No p4/30/2014 �
; Deslgn Pressure:N/A Insta//atlon Instractions E
` Qther: FLIIb45 R4 II ADW-07 400$400 SD InstaJta fon-F N odf i
Verified By:Amerlcan Archltectura/Manufacturers Assocfation ;
Created by lndependent Thlyd Party: �
Evaluatton Reparts I
Created b Inde endent Thlyd Party: ;
t_++«.tt..,;,,.,. �t,.«.,2„L,,..t,a:„�. !. �.tr�«tn.• ,�rs+� r�tt �c•nv7n�ram—iirC:FI7X(luTtFlncCIFrSK�/'?fTr l I`?R17(ll d
ATRIUM COMPANIE�, INC. AT�t��
=N$TAU�,�oN��s. 311/312/378 SLIDING GLASS DOOR `°".'""""°
1. ONE Ilj INS7ALtAT14N ANCHQRS ARE REQUIRED AT EACH ANCHOR /A j/�
tOCATidNSHOWN. i/ Y�„/N—IMPA�T) ����
� D�L4A5.�E%AS TS24Y
2. THENUMBEROFINSTALLATIONANCMOR5DEPICTEDISTNEMINIMUM PH:(i�qe]i469e r'x(x1+)u�-e�7�
NUMBER Of ANCHQR5 TO BE USED FOR PRODUR INSTALLATION.
m
3. tNSFAtI iN0iVt0UAt INSTALlATION AtJtMpA$WITNIN A TOLERANCE ot v g
OF Sl/2 INGH OF THE pEVICTED IOCATION IN 7ME ANCHpR LAYOV t � o� ^�'
C+ENERAL NfSTfS. O � k"�ao
DETAII(I.E.,WITHOU7 CONSIDERATION OF TqLERANCES). �2� N N r� a
TQIERANCES ARE NOT NMUWTIVE FROM QNE INSTAl.IA71QN 1. THE PROOUCT SHOWN HEREIN IS OESI6NED AND m vi C� O LLi"' �
ANCF�R TO THE NEXT ��t �>� $
MANUFACT(1RE0 TO C4MVLY WiT}i THE 20d7$,2014 �_y J�3 p+��
4. SHIM AS REQUIREO AT EACH INSTAlLAT10N ANCHOR WITH LAAD FLORIDA BUILDING COOE(FBQ AND THE 20091RUIBC, ����„w �ry X K "
EXCIUDINGHVHZANpNASBEENEVALUATEDACCORDING Z Z �
BEARING SMIM(S).MA%IMUM ALLOWABIE SHIM STACK TO BE 1/4 i0 THE f4LLQWING: "�'�Z w j. �"�'�C d ^
FN{N.$MiM W HERE SPACE 4F 1j16 iNCH OR 6REAT£R OCCURS. O..a Q m c °
$M7M�51$HALL BE CONSTRUCTE6 OF NFGH DfNSfTV Pl,ASTiC OR ' �MAjWDMAjtSA 101J1.5.2JAAd0�0S 3 Kt � Hµ�u +
� ��
BETTER. 2.ADEQUACV 4F THE E%ISTING STRUCTUML K °��^� ^
5. FOR lNSTAttATiEMi INTO WQOO FRANtING USf#BWOQD SCRfW$pF CONCRE7E(MASONRY,STEEL STUp,AND 2X FRAMING AS A W d C,�'.'3 S
SUFFKIENT I.ENGTN T6 AClfiEVE S IJI lNCN MINtMUM EMBEDMENT �AIN WitJp FORCE RESISTING SYSTEM CAPABIE Of �µ 6 « a
INTO WOOD SUBSTRATE. WttHSTANpIN6 AND 7RANSFERRfNG AVPLIE6 CRODUCT i-
40ADST0 TNE FOUNDA710N IS THE RESVONSIBILIN OF
6. FOR INSTAllA710N 7HROUGH]X BUCK Tp CONCRETE(MASONRY,OR THE EN6INEER OR ARCNITER OF RECORD FOR THE � "
�
PROIECT pF INSTAtlA71ON_ � N
OtRECTtY INTO{ONCNESfjMA50NRY,USE 3/I6 tNtN tNAMFTEft tTW
e TAPCON OF SUfFIC�ENT LENGTH T4ACHIEVE 1 I/O INCH MINIMUM 3 1X AND 2X BUCKS iWMEN USED)SNALL BE DES16NE0 ANO
� EMBEDMENT qNCHOREp TO iROPERLV TRANSKER ALl LOADS TO THE � J
= " STRUCTURE.BUCK DE$IGN AND INSTA�UITION IS THE
7 FQR INSTAUATIQN THRQUGtt$TEElSTUD USE X&SELF-TAFPIN6 ��tt��
8 RESROMSIBItiTY OF THE EtKaINEER OR ARCNITECT O�
SCftEWS 6F SUFNCSENT LENGTH 70 ACWEVE 3 T'MREAOS M(NIMUM �!�
- RECORD F4R THE ORO1ECi OF iNS'CAttATiON. TABLE OF CONTENTS 7 W
_ PENETRATION flEVOND STEEL$TRVCTVRE. `
4. THE INSTALLATION pETAIIS DESCRI9ED HEREIN ARE SHEET REVLSION SHEET p�SCRIPTLpN
8. MINIMUMEMBEDMENTANDEdGEOISTANCEEXCWDEWALL G£NERtGANDMAYNOTREFIECTACTUAIWNDiTIQNSFQR O � �
FINISHES,tNCLUDtNG BUT NQT t,iM}TEQTq STUCtQ,fpAM,BRICK A 5?ECtFIC SiTE.4F StTE tONtNTtONS UUSE iNSTAttATiON H Z
YENEER,AND SIDWCs. 10 DEVIATE FROM?HE AEQUIREMENT$DETAII,ED HEREfN, i A II357ALCATION 6 CaENERAL NOTES r� � `V
v�
A UCENSED ENGINEER 6R ANCHITECT SHAII PREPARE SITE 2 A ELEVATIONS d ANCHOR LAYOUTS F..{ o. �
9. INSTAL4ATION ANCMORS AND ASSOCIATEp HARDWARE MUST BE SVECIFIC DpCUMENTS FON USE WITN THIS pOCUMENT. ~�y O
MADE OF CQRRQStON RESISTANT MA7ERSAt OR HAVE A CQRRQSION 3 A ELEYA7ZQN5 d ANCHQR tAY0UT5 � V
Rf515TANT COATING N d
5. APPROVEp tMVAR PRqTER1YE SVSTEM lS REQtNftED ON 4 � W 0
THIS PRppUCT IN ARF,AS REQUIRIN6IMPACf pE515TANCE. VERTICA(.SECTIONS � p N
10. FOR HpI,4QW BLOGK ANO GRpU7 FILLED BLOCK,DO NpT INSTALL 5 A NORIZON7AL SELTLONS 6 6L/IZ[N6 DETAL V
INSTAUATION ANCMORS INTO MORTAR JOINTS.EDGE DISTANCE lS 6.WINDOW fRAME MATERlAt.WH17E OR BEtGE YINYI m
�
U ROM E EDGE OF B�OCK OR EOGE QF MQRTAR HNN7 b A C4A4PONENTS d BXtI�MATERZALS
tNTO FAC£Sif£tl pF BLOCR. 7 61A5i MEE7S THE REQUIREMENTS OF ASTM E 1300-0C
� GIASS CHARTS.SEE SHEET 5 FOR GLAZING PE7All.
Il. INSTAUATION ANCHORS SHAI,L BE INSTAl.LEp IN ACCORpANCE WITH <
R ANCt+OR MANUfACTURER'S INSTAUAT16N INSTRUCTICJNS,ANO �
AN{�RS$NALt NOT BE USED IN SUBSIRATE$W3'TN$TRENGTHS lESS
R THAN TN€MINIMUM STRENGTH SPEtlP1Ep BY THE ANpiOR t5E5ZbN iRESSURE RA7IW6 � £
Q MANUFACTURER. SZZE pE5I6NPRE55URE I55ILEIMPAGTRATI o��4
� 12. tNSFAt1ATiQN ANCHOR CAPACFTiES WR YROOUCTS ttEREiN ARE ���
BASED pN SUBSTttATE MATERIAIS W17N 7HE FOLLOWiNG 7R6DERTiES: A4.50"X 79,50' .25.0/-25D PSF �e���
�
p A. WWD-MINIMUMSPECIFICGRAVITVOF0.42. ��d��
� B. CONCRETE-MINIMUM COMFRESSIVE STRENGTH OF 2700 PSI.
C MASQNRY-STREN6TH CONfORMaNCE TO ASSM G40,GRADE J'0.75"X 95.50` .25.0/•25.0 PSF
� M,7YQE 2{OR GREATER}. NpT WtTEp g
Q D. STEEI-MINIMUM VIEIp STNENGTH OF 33 K51.MINIMUM WAII 70.75'X 79.50" •35.0/-85.0 PSF ' d
R 7HICKNE55 Of 33 MIIS.(20 GUAGE) p �
' 72'X 82' •35.0/-35.0 PSF f-M z N y t� �H
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san�■o.+ss�oaa pow
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BY OTHER5 ,'_J BY OTHERS �a � N N^ '
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0
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1 - FRAMEHEAD,SIL4AND1AM6 VINYL A.E.S. t���••,E%�•�
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7 - SCREEN TRACK VtNYL VYTRON TYPICAL WALL THICKNE55..OT �,°�< us�� ;
8 - FIXED MEE7ING STIIE REINfiORCEMENT C.R.S.STEEL BAY FORM � �i z� o�c�� S
9 - FIXEDMEE7INGSTILEREINFORCEMENT ALUMINUM6063-T6 EXTRUDERS 00� —e„ ��o� �Y��
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11 - PANfIREINFORCEMENT ALUMINUM6063-T6 EXTRUDERS � � � " u°,, �<z $
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12, - SltlTRACK ACUMiNUM6063-T6 EXTRUDERS 4.563' ua ��3 ^g
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