HomeMy WebLinkAbout14-15410 CITY OF ZEPHYRHILLS
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BUIL�ING PERMIT
Permit Numbar= '154'1 O Addrgss: 38706 PIE�MONT AVE
Permit Type: A��ITION/ALTERATION ZEPHYRHILLS, FL.
Class of WorK= 434-A��/ALT RESIOENTIAL TownsF�ip= Rar�ge= Boofc=
Proposed Usa= NOT APPLICABLE Lot(s): Blocic= Saction=
Squarg Fget= Subdivision= ALPHA VILLAGE
Est_Value: Parc@I Number= 35-25-2'1-0050-00000-0800
Improv_ Cost: 2,307.'13
�ate Issued: 6/23/20'14 Name: ROCHA, MARIA LUZ
Total Fegs= 75.00 Address: P_O. BOX 2'i35
Amount Paid= 75_00 ZEPHYRHILLS, FL. 33542
�ata Paid: 6/23/20'14 PF�one_ (8'13)833-3080
Worlc �@sc: REPLACEMENT WIN�OV1/S 6 SIZE/ IZE
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FOOTER BON� OUCTS INSVLATE� SEWER MISC_
ROIJGH ELECTRIC LINTEL MISC MISC
'IST ROIJGH PLIJMB Pf2E-METER INSVLATION WALL MISC.
�VCTS INSTALLE� WATER MISC ORIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REZNSPECTION FEES: Reinspectlon fees wil�comply with Florida Statute 553_80 (2�(c) wF�en e�ctra inspection
trips are r�ecessary due to any one of the following reasons= a)wrong address bj oondemned worlc resu�ting
from fau�ty oonstruction�j repairs or�orrections not made wF�en inspe�tions�a11ed d) worlc�ot ready for
inspection wF�en ca�led e� permit not posted on job site� plans not at job site g�worlc not accessible_
NOTICE: In addition to the requireme�ts 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 fai�ure to re�ord a notice of commencement may result in your paying twtce for
improvements to your proper[y. If you intend to obtain fnancing�oonsult witf�your Iender or an attorr�ey
before recordin�y ouur notice of�ommen�ement_^
Complete Plans�Specifcations Must Ac�ompany Application_AI� worK sha�l be pertormed in accordance witF�
Ci Godes and Ordinances. NO OCCUPANCY BEFO C.O.
�-w�-�-� �-e-
CONTRACTOR SIGNA UR PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE�
PROTECT CAR� FROM WEATHER
.wr +.,.�.. i,Jli� V/ LVr,iIlJ/�ti/IV � VI��t�at �Nrt���,nw��v�i
Building Deparkment
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Dats Rece ved � phone�ontact far Permittin 1 3 z.�0`1 -- �
Uwner"s e M R R-► A o Owner Phone Number �'�3 ��3'3 ^'S'�J 8p
Uwner's dmsa �R n► Owner Phone Number ( �, �
Fee 8impi Titleho{dar Nsms � � Ownsr Phana Number � 1
Fee Simpl Titleholder Addre�s
,�os,�w� ss 3 �{`3(o T Z. 1�; °3 S f? e.a�r� �o
susonr�s H {��P�+a 1��l 1�� t�,aRC��to� -�.5-2 t- ca o so- a Qd vnn --O ��
(OBT111NED FROM PROP'ERTY TAX NOTIRE)
WORK P �POSED NEw COlUS'I'R ADDlAL7 � SlGIV Q Q DEMOUSH
e lNSTALL 8 REPAtR
PROPOS D USE Q SFR [„� COMM C� OTHER
TYPE OF ON8TRUCTiON Q BLOCK Q fRAME � STEEI. Q
OESCRIP ON OF WC}RK J � S� #�- i Z q t
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eu��.oir� srz� sat�caa7ac�� ���t��r
Q U14DlNO � VAi.UATfON Of TQTAL CpNSTRUGTtON
23a'7, i 3
[� L�CTRICAI. [$� �( AMP SERVlCE Q PROORESS ENERGY [] W.R.E.C.
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[� LUMBlNC3 �� � �
[�] ECHANICAI, $ VALUATION OF MECHANICIAL INS7ALLATION � ��`
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[� AS [� ROOFINCi Q SPECIAL.7Y � OTHER
FINISHEp FLOOR ELEVATIQNS ��w-� FLOOD ZONE AREA [�YES NO
G C��.a �'Z`'
BUI�DER � �� �� OMPANY L Gt„i-e.S �Io�<, G �T�.lZS' �f./c.
$IGNATU E ��� � RECiISTEREQ Y/ N �E CuttFtE� Y!N
aaa� �� o �o� � �'t � �.�'R�,td� ��-��� uc��,ge# G�aG 1 S C� �'�-t 7�
Ei.ECTRI IAN C4MFANY
SIGNATU E REt3f$TEREO Y/ N FEE CURREh Y/(V
Add ss L.icense# � �
PIUMBE �� COMPANY
SIONATU E REG115TERED Y J N FEE GURRE� Y I IV
Add ss i.lcense# � �
MECNAN L GOMPANY
SIGNATU E REGISTERED Y! N FEE CURRf� Y 1 N
Acid ss Ucense# 1 t
OTttER �-_-� COMPANY
81(3NATU E REOI3TERfp Y t N F£E CURRE� Y!N
Add ss License# t �
RESlDEN !A!. Attadt(2)Plot Plans;(2y sets of Building Plans;{1 j set of Energy Forms;R-O-W Permit for new cansUuctlon,
Minlmum ten(10}woricin�days aft+e�subtnittal date. Raqutred onsite,Construc�on Pians,8toarrwater P1ans w!Siit Fenc:e instatled,
Sanitary,Fadlitleg&1 dumpster;Si;e Work Permit for subdfvlsfons/large proJects
CQMIt'�EI�GIAI. Attach{3}t�m�ete ssfs of 8uti�ing�{ans plus a G`�Saiety Page;;1!set�t Energy Forms.R-4-W Permit for new construcUon.
Minimum ten(10)working days after submittal da#e. Required onsite,Consfnactlan Pians,StormwaEer Pians w!Sitt Fenc�s ins#alted,
Sanitary Fadlitles&1 dumpster.Site Woric Permit for all new proJects.All commercial raquirements must meet compliance
81{#N P'E MIT Attach{2}seb af En�neered Plan$.
'•""PROPERTY SURVEY requlred for atl NEW conshucdon.
Directldn :
Fitl o t applicatlon completely.
Ovm r 8 Contracta�sfgn back of appHcation,notarized
N ov r t2lW0,a Notica of Commsncement 1s roquired. {A/C upgrades avsr�tS00)
"• Age t{for the contractor)or Power of Attomey(fur the owner)would be someane with notarized letter from owner authorizing same
OVER 7 COUNTER P�RMITTINti (Front of Applica�on Only}
Reroofs If shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Dri ways-Not over Counter if on pubiic roadways..neads ROW
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�' M1 LpWE'S AUTHpRIZ�p REPRES ATNE. .NUMBER: +'j� CUST�MER,,,�ry �'
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':. BTORE�1Q STREET ADDRESS >�',rY�ti�,• STR A17pRESS =:
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�t!"�1 DATE• LOWE'S CON7RACTOR UCENSE NUMBHR ";t,�� ;t=� �Ch9N �< :" 91WK �,�f� NE6 - ��<��_,: • .;�"`�•�
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''.• INSTALtAT10N STREET/�GDRESS ' .. � �. GITY 8TATE ZIP �
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�Q rC� �d/ �� /1'}br� $ 1 h-�'GY'�S�.
NOTIC�TO CUSTQMER—PWCE CALCULATIONS:tn orcler fo properly perform the instaUatlon of certain Goods,the Contract Pr1ce may indude more
Goads tha»act�sai{y will he instalted ba$ed on the measured square footage of the Project Area.As a resuft,the pa�ti�s agree that the lump-sum Price
stated in thls CbnVact Is caiculated upon both the value of estirnated Cioods required to tuiflil the Contract(tncluding waste),which may exceed the aetuai
square footage of the Project Area,and#he tabor whioh may be estimated bessd on the amonrrt af Goods rsquired ta fulfill the Contract{tnctudiag waste}.
By signing thls Contrack bebw,Customer acknowledges rer,e[pt oi this notice and agrees and understands that the Pdce includes these oosts which may
not be retunded once tha Installatian Servioes are perfortned.
NOTICE TO CUSTOMEit: Federai taw requires towe's fo provida yoU with the 3
pamphiet Renavate Rtght By signing this Cantract,Custorrtet acknowlsdges Contract Tatat ��,3(�'7 � J
' having received a copy of thts pamp!►let before work began tniforming Customer
of the patpential�isk af the�lead h�rd e5rpasure from renovation acthr[ty to be *�pp�iqbie t�xeS ittGiuded
perFormed in Customer's dwepin unit.
rott�s woad iss discover u ng insfa iat on a ona c arges i app y.You will be g en a quo#e and a a at�ge ordar
must be com�iat�d and si ned by the customer tor any additionaf eharges. Custamer rnust initial.
*M work or mo�rial nol s is not included in ihls contrac�.M changas or sddftlons wip be at an addHional char e for the m�teria(and�abor.
NOTICE TO OWNER: - ACCBRDENG TO FLORIDA'S C4NSTRUCTION LtEN 'LAW S( ECTIBNS 713.001�7'13.37, FLOR(DA
��A�UTES�,THOSE WH��ORK 8N YOUR PR4PERTY 8R PROVIDE MATERIAI.S AND��SERVICES AND ARE NO`C PAtD fN
L HAV A RIGHT Q N 4RCE THEIR Gl..AIM FQR PAYMENT AGAlNST YOUR PROPERTY.THI3 CL.AIM lS KNOWN AS A
C4NSTRUCTION LI�N, !F Y4UR CON7RACTOR OR A SUBCONTRACTOR FAILS 74� PAY SUBCONTRACTORS,
SUB-SUBCONTRACTORS, OR MATERIAL SUPPL.IERS THLISE PEOPLE WHO ARE OWED MONEY MAY LqOK TO YOUR
PROPER't'Y FOR PAYMENT EVEN I�YOU NAVE At»RE�►DY PAtD Yt3UR CBNTRACT4R IN FUt�l..1�YOU FAII.TO PAY YC3UR
CBNTRACTt}R,YOUR Ct}NfR.ACTOR MAY AI.SO HAVE A LIEN{}N YQUR PRQPERTY.THtS MEANS!F A U�N!S Fll.ED YQUR
PROPERTY CQULD BE SQLD ACAINST YQUR 1MLL TQ PAY F4R LABOR,MATERlALS,4R fJTHER SERVlCES THAT YOUR
C4NTl2ACT4R QR A SUBC4NTRACTOR MAY HAYE FAILED TO PAY.TO PROTECT YOURSELF YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE ANY PAYMENT{S MADE YfJUR CONTRACTQR iS REQUtREi�T4 PROVtAE YOU Wt3W A
WRITTEN RELEASE 4F LiEN FR�M ANY PERSON 8R Ci3M�ANY THAT HAS PROVID�D T8 YOU A"NBiICE T4 i3WNER"
FE.ORMDA'S CONSTRUGTtON LIEN LAW tS CQMPLEX;AND[�'IS RECOMMEND��THAT YQU CONSULT AN ATItiRNEY.
PNOTO R�LEASE:Customer grants to Lowe's and L.owds'empioyees and independent con#reCtors tha r€�hi ta tatce photographs of the Premises whera
Instatlatlan Sarvlces wilt tae performed and alt work pertormed at the Premises telatsd to this Contract,•a�d IRevocably grants ta Lowe's atl rtght,tlde and
interest in and to tlua photographs�for use in all markets and media,waddwide,in perpefutty.Custrrmer authartzes Lawe's to copyright,use and pubtish the
ptxttographs in print ancilor electranEcaity,and agreaa that t.owe`s may use such phobographs for any lawtut putpase,including.but not limited W,maticeting.
advertising,puMidty,iGustration,iraining apd Web cantent.By inifieGng here,Custamer agrees ta the for�going. (Custotr�er to Inidal to the left].
Wprk i,8,ta coaq'nancp upan raasanabfe avaEiabitH,y of Ccnt�actor and/or any speciai a�ler cr custamer de{�aod(s)wMch is antielpat�rcf M b$
w r��4,n ���� dc ta� [fl1!ln date�.Est[matad comptetton date is L.�t ih�h � M on�'+'� ��i��n���.
Saki estimated substanU'al comple�on date is not of the assence.A statement of any conUngendes ltrat wauld materialry change said estlmated substandal
compledon date(s as foflows: �
{�f appbcabte,insert a statement af suctt contingencies}. �
This Canbact provides tbat all claims by Cuxtamer or LcwA's will be resolvad by BtNDiNG ARBITRATtON,Customor aod Lawe's GNE UP THE RtGH1
TO GO TO COURT fa�nforca#h1s Contract(EXCEP7 far maft�res thak may 6e taken ta SMALL CUUMB COURT}.�owe's as�d Customer"s r�Yghts wi1F 6+
determined by a NEUTRAL ARBITRATC?R and NO7 a judge or jury. I.owe's end Customer aro errtitled to a FAIR HEARING. But the arbitrallo�
•pwcedures aro SIMPLER AND M1�RE LIMIiED'THANF i2ULES APPLICABLE IN�4URT.Arbitretor de�isions are as enforoeaBie•as any�ourt order anc
are snb)act to VERY LIMITED REVtEW BY A CCtUEtT.FOR MOlt�OETAIGS:Review the section tltled ARBtTl2ATION At3R�MEMt',WAiifER OF JURt
TRIAL AND WANER OF ClASS ACTION ADJUDlCATiON fcund ln the Terms and Condttlons ot this Confract
, ( r . .
Customer Name .
MARIA ROCHA
38706 PIEDMONT AVE
Installation City '
ZEPHYRHILLS
BACK PATIO
ZONE.4 ZONE 4
�--�'.5'--� �j 5'. : .
34 �z
. 4 3
� 35 7/8" �491/8" .
2 35 1/2" 49"
3 35 7/8" 37 1/8"
2G 26 Pt�t 26'
4 35 7/8" 49 3/8"
C3S �,2�� 3���
36
�
12
CS 5 12� . . ..
ZONE 4 �
ZON E 4 � : 1z i i�
2 FR T ENTRY
s
�6' . 5
ZONE 4
S�Te�-. � 85�
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IV11UQ LU11U111� VVUIr Vllllll\. - -'O- - �- —
' w . � .
�� Produc!Approval . ,
USER:Vu61k Use�
A r I n�>Producf or Anallcatlon Search>A I / f Ap�p ltst/on Data
FL # FL12811-RI
Application Type Revislon
Code Version 201 D
ppllcation Status A oved
Comments
Archived
broduct Manufac[urer Pella Corporatlon
ddress/Phone/Email 102 Maln St.
Pella, IA 50219
(641)621-6096
pellaproductapprovai@pella.com
uthorized S/gnature TROY FARR
tbfarr@pella.com
technlca/Representative Joseph Hayden "�? j, ,, s , • - -
� ,; '
,t_� . „
ddress/Phone/Emall 102 Maln Street J'; ;:��,�� ;,, .;�.� ,, ` � • � -
Pella, fA 50219 ' - � i i i,;�;;.�
(64]) 621-6096 I __. � , ' ':, ' �� � , . � `
'' i
jahayden@pella.com r � _. ._ �' t `' . ,� .,.1
' � �- . __.. t _:i_ �
Quality Assurance Representative Al1 Zarghaml
ddress/Phone/Email 102 Maln St rc�{,j��
Pe//a, !A 50219 r.�r.� ��/�,��`'� ,JU� �
(641)621-1000 �� y�jFZ�p�yRNr(`���
zarghamla@pella.com
�NS E�.M� �.�
�ategory Windows ��
vbcategory Horizontal Sllder � --
,
clompliance Method Evaluation Report f�om a f/orlda Registered Archltect or a Llcensed rlda
Professlona/Engineer
Evaluatlon Report-Hardco/�y Received
lorida Englneer or Architect Name who developed the Warren W. Schaefer, P.E.
�valuation Report
lorida License PE-44135
ualify Assu�ante Entity Archltectural Testing, Inc.
uality Assurance Contract Expiracion Date 12/31/2014
lralidated By Terrence E. Lunn, PE
Validatlon Checklist-Hardcopy Received
ertificate of Independence FL12811 RI COt certificaUon of indevendence.odf
eferenced Standard and Year(of Standard) S an r Year
AAMA 101/1,5.2-97 199�
% AAMA/WOMA/CSA 101/1.5.2/A440-OS 2005
quivalence of Product Standards
ertlfled By
ections from the Code
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produtt Approva!Method Method 1 Qption D
�
Uate Su6mitted 09j12j2011 �
bate Valldated p9/18/2011
bate Pending f&CAppraval 1Q/12/?411 i
Date Approved 22/06/2q11
` urrtmary af Products I� - _. _. _. --
FL# Model, Number or Name Descri Hon �
12811.1 Sertes 10 S!ldln WJndow Serfes 10 Vi» !Fla ed XC}or OX SiJdln Wtndaw 7'3 x b2 I
Llmlts of Use Installallon Instr ctions
Appraved for use fn HVN.Z:No fL12811 Rl 1 1"' f
Approved for use outside HVNZ: Yes Verffred&y: Warre W Schaefer, P,E. 44135
Impact ResJstant;No Created by lndepe dent Third Party: Yes
Des � essure: +30/-3p Evaluatlon Repor s
er:Gia shaii canform to the tatest ASTM E1300 starrdard. F 11 R A v luatf re o WWS Q8.odf
Created 6 Inde e dent 7hird Party. Yes
12811.2 :;erres 1 Q 5lidin Window Serles 10 Vin !f/a ed XO o�OX Slid/n Wlndow �3 x 50
Limits of U e Installattnn instr ctians
Approve for use V No FL12811 Rl 11 D wIn i 8. df y �
Appra d tor u oufs/de NZ: Yes Vertfted By: Warre W. Schaefe�, P.E. 44135 �
im t Resfs t:No Created 6y Indepe dent Third Party: Yes ;
eslgn Press re: +37/-49 Evaluatlon Repo s
Other:Glass al!confarm the latest ASTM E1300 standa�d. F 2 11 R AE v l io r r�WW514$.odf
Createrl 6 Inde e dent Third Part : Yes i
�128i 1.3 5erles i 0 Slldin Window Serles 10 Vin 1 F/a ed XO or OX Slldln Window 73 x 38
Limlfs af Use Ins#atiatfan Instr ctfons
Approved fo�use!n NYH,2':No FL128 n 98.Ddf
� Approved fa�use outslde HVH2: Yes Verifled By; Warre� W. Schaefer, F.E. 44135
' SmpBCt Resfstant:No Created by Indepe�dent Thrrd Party: Yes �
Design Pressure: +37J-49 Evalaatfon Repar s
Other:Giass shall conform to the latest ASTM E1300 standard. �� 11 Ri A I a/ e r WWSI� ,�vdf '
Created by Inde e dent Thrrd Part : Yes E
12811.4 5ertes 10 511din Windaw Serles 10 V!n !F/a ed XOX Slldin Window 110 x 62
i
LImlts oi Use Installation instr Ctlons
Approved for use In NYHZ:tVo F� 11 11 w rt 8, f
Approved fnr use autside HVH2: Yes VerJfied By: Warre W, Schaefer, P,E. 44135 �
impact Resisfant:No Cre�ted by Indepe dent Third Party: Yes i
Desfgn Pressure: +30j-30 Evaluatlan Repor s i
Other:G/ass shal!cpnform ta the latest ASTM E1300 standard. Ft 811 AE luatio re ort WWSi48.ndf
Created b indepe dent Third Part : Yes �
128i1.5 5erfes 10 Slidin Wrndow SerlBS 1Q VJn !FJa ed XOX SJidfn VYlndow 11Q x 50 i
�
L!mlts of Use InskallatJon instr ct/ons !
Approved fo�use ln HVHZ.No fL1 811 RI D �8.vdf i
Approved far�se outsfde NYHZ: Yes Vertfled&y: Warre W. Schaefer, P.E. 44235
Impac!Resistant:No Created by tndepe dent Thlyd Party: Yes '
Deslgn Pressure: +31/-4i Evaluation Repor s '
art,er:Giass sheiJ canform ta the ta[est ASTM F�3Q0 standard. FL12811 RI A i n� �,�YWS�4,�.odf
Created b Inde e dent Third Part : Yes ;
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R �R
73' 1.IA%- FRAAIE wIDTH I70` MAX FRAME WID7H �""' �"''
12 i2. "• ,inw
6" t�nX. t2" Mnx. O.C. t2" Mnx. O.C. 6' �a7c 6" nv+X. MnX. 12" Mn7(. O.C. �. W g1°
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� ANCHOR REOUIREMENTS , � � 'FRAME ANCHOR AIAIC. D.L.O. � � � �
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� REQUIREMENTS. � I
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�o I ON THIS SHEET FOR I � I ON TH�S SHEET FOR » a
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16 MAX � LOP� REQUIREMENTS. (CLIPS I � �aK REOUIREMENTS. (CUPS �oa � 16- � = o Z a°
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XO OR OX WINDOW XOX WINDOW ZO �`O �
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ALLOWABLE DESIGN PRESSURE �_ g
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EVµWiqN 0�'hC5 P(t00lICT 6&15ID ON aPP W�BIE Sf�S�w0/OR t. n�FSE w�00w S57E�.5 raK BEEN 7EFE0.�w�IrZED Q MPROV;p fOR OESGn PRESSURES r+0i TO �y �Z�d�
rcaoRU.non t n�rs Fxou�av��ra��roars. n�c noaw eu�nuz I (XO OR OX UN(TS & XOX UN(TS) oec�m n+osE saown N n�e'�uow�e�oesca vaESwrs�r�(5). `�'-_
COOE�ERSION COMSID�•R£D M7M 1115 EV�LW710N WAS TW�T IN f'ONCE A7 7iE lME C-_- 2 OPEtANGS.BUCJC�NC k BUCqNG FA5IENERS W5�BE PROPERLY 06�f'.NED h M�S10lLE0 TO TRANSFER 2 J+� u
i ALLOwABLE PRESSURE �^��ro n�sraucruae. �c>>,��
OF TNE E�'�LWMIN IN lllE E�ENf OF CODE�/ER90N C7MNGE5/IRW1E5 OR IN ]. ALL WIROWME k F+ISTENERS SM1UL BE N/nCCORDW�CE WfIH 11ESE ORAWUIGS k SMALL NOT V/RY ��Z,',�°
1ME E�rtMT TW�T HEW OR MWIqW1L 1ESN+G b COAIPLETED p+TNS PROOULT. MAX WINDOW FRAME umE55 SaEQFlC�1LLr YENTqNED Or+rNE OtUwuKS S�ECiFlEO a1d�0a Eu8E0 TO BASE w1ERUt 4uu �
pwoe t0 Si�nxc COOE Wuv�unCE wm+n+E Sr�tE,n�E wma�Cn�E7t Sw�� POSITIVE NECATIVE ;O e
SlZE IN 6e etYav w�u Flws+at snxco. v
co�ur�w�n�n�E Evkwnon Encr�a aECaan nur EvExrnanc vECC�u PSf PSF f. 7MESE W!lDOW M�EN$HAY`'BEEN OE9CNEC M IC�OPMCE Mi}f l.�1D YEET TNE REWRtENENiS OF � ',° 'Q� �
�-w s cuaae�n wm+.0 cunaa+r tem�+c.coo�s�rro ra�� ( ) ( )
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a�73 X 62 30 30 sMmEn vmp�a¢uus�n ar moE. `�. b h �:�-.
FRAfAE ANCHOR REOUIREalENTS TABLE e. �u�wcwo�a sECUawc w�HOOw nuue ro raesswE�nhn euas a+w000 cwwnc sau eE=c.;;? �"� ��,;� `
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avenwc r�ve m�/aF/rox�x to wu»�w wxiwiu � m 73 X 50 � 37 � 49 � vane�c av rtESSrwc coAaosan uuisEO er n¢rr�sx�mE�ta+c c�rtwcxs n n�e�000. �ti:°cr � � z� �„
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.17({M1�OU fRNAE OR BUCK APPIIFD PER iME ASCE-)$TAN6N0. �.. •�. (r . 4 ry� _
rm. io sus on n000 sea�w , i/�- 3/a m�t0 X 62 30 30 a. w�m�s.wauaere eur nor�nmm ro s�ses�ws.nar eo�rao eonrner wm�m�trc Gi . •,Fv
(ww.at 3 a c=o.ss) -�Ei 4 �. W � �` sW
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c-so cwu/noo vs�ca�[ at �/i-cam+E��w � �/a- Z• STEEL REtNFORCEMENT ON THE OPER48lE QM.1NEEmNG M1qIML ANQ1'S15. M�NOOW ASSEYBLY AWL�b!A�1NCE W(iM TIESE ORAWIfWS. OitnwlNG n0. NN.
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REInIFORCEMENT ON THE FlXED NEE7iNG 70-�JTi01 a T"E�"''"������n+tY u�r�su��o wm�our�
(2)CON�ffE SCAEMS 9W11 BE ELCO DUAALOtK.ElCO fAEiE-fl£X.�7w WJISE7/RED BU4DWG PERUrt FROU Trt MPIN'i�BIE lOGI BUIDN'C OEPaRt4ENT OR 6 1NEl'ME iNSTN.tED BY 4�EEi n0.
NFADZAPCaJN$OR NLTI KWY(-CON q(HMOENED 51EE1 OW 55.) STILE M�YONE Oli1Qt TW7 A LICENSED CONiRALTOP f�ERR�C[0 YRM WWDOW NSLWAII(YdS. � OF
3
FWwE �+CyOR PER EtFra7i0N F�n�nE nr�CNOR QE� EIEVnTlO� a/<` taaX. SHI�f � °��'
SUBSTttnTE 8r OT�+E�iS SUSS7RaiE BY 07wER5 pER FRau� rnpT�t—
SEAIANT BY OTHERS PER "FRAME �`1CHOR $E4(,ANT 8Y pTHER$ �"FRp1AE a�CHOR AT EACH qNCNOR na� w��
BEHSNO EtANGE REOUtREMENfS TAQ�E" BEH}NO �lANGE REQU�REMeNTS TA6CE"
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.... . __ „' ,. SUBSTRATE BY z 3
' OTHERS PER SEE GtAZ1NG �
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QTNE�S � 47HERS � 7 FRAME ANCHOR ^ ~� �
6 � PER ELEVATION � zz �t
Z2 3 EXTERIOR SE£GIAZiNG = ' ExTERidR '
SEAI.JwT BY
EXiERi0f2 W SHEET SN � Oi�HERS BEH�N4 ' OTHEAtAt�i 3Y
�E GIAZING x � w g �NSTN1ATt4N '
DEiA1L ON � 2 CLIP PER
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-- —�Tl a' MAX. ' ELEVATtON (2 PER CLIP) � a�°,�,
- L SHiM AT SEAIANT BY � "
. ` EACH CUP OTHERS BEHIND SECTION ,y, -SU9SiRr+7E 8Y OTHERS PER 'FR4M� a
�tI+HGE AtaC�OR R�pUtREMEN75 TA$LE" COM1NUpUS W000 uE1A8ER LESS IN SIzE
- SCALE. t/2 f Ul.l_ 2 � �
' INSiALI,AT10N CUP �
- , ' -- - SCREw PER ELEVaTiON � A ZX_ Bt1CK Tp 8E �w. 2 t/2" OEEF y
� � � .� '•� " � ' (2 PER CUP) NOT REOUIR�D WHEN SHIM SPACE IS WffHIN Z
SFAIpNT^BY OiHERS �� tj�" �. SHtM At.LOWABIE CN�ErtS�O�S SHOwnt �rt SEC710ta5}. a+
CFCT�ON py SUacrppn gy�t��c� A? Ei4CN ANCHQP. �> zro
�NINO ftANGE PER 'F"RAA1E ANCHOR �T �`g���5 �o w� °
SCAIE: t/2 FUII 2 SUBSTRaTE BY z wt '
REQUIREMENTS TABLE" SU85TI2ATE 8Y BEHIND FIANGE o ?r,6�«
O7HERS PER I " - . .�OTHERS PER � c� iCn
"FRAME ANCHOR �c� �<
-fRPJ1E ANCH4R REOIttRfMENTS Z a:�"1
4 4 2 R�OUIREAIENTS � TABIE� �,�y� u���'
TA$lE" , cnvs '�z��n
17 =�R� .
7 FRAME ANCHOR OTHE S7 � FRAME SCREW PER 'z��vuiz$��
P�R EIEVATION El.EVAt1QN$ dc d
1& 'FRAME ANCHOR ��v °
SEE GtAZING , z � REQUtREMEMS � ��r�
�a �ro � oEr,u�orE
SHEET 3 SEAIANT Bv TnBLE" ,,. �R����.,w
3 • OTNFRS �WN6 ����� ���' . '`.,
5 � . FIANGE ���`' '�'
5 29 ,. � � -��.. � �• -
� �
� �� 29 ��°N� � ��Rio� t---� , , OP]14NA� D�RE�T MflUNT QETA3l`s`s �'?�'� G `
�r� '��3 �� sF,ni,wr sv� ,', }�" TO $L�BSTRA7E WITH SPACER '� �
i SECTION C� SECTEON �Z ottt�rts ;wEat� sEC7�ors st�vtr•: s�oES az� trrsra�t.E� r,�E Snt�E7.�.. � ¢ " -
'$�Al,k. If2 FULI 2 S�� iJ2 Fl.1LL 2 - .. (F(}R OETAit.{NOT SH�Ownr,�5EE0 YER SECnONS ~i �4 `
{FIXED MEETING ST1LE WITH (fIXED MEETWG STILE WITH STEEL 7 '�Q�"'��-'�`�
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SECTION • ~ p` ."'Q:
N REI ORiEMEN3) 1 8 B
R INF R M T
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(FQR �ETRIL NQT SNOWN, SEE �CTIOK Ct/2) SCAIE �/2 FULL 2 s�ao.
•� 2 � 3
REM � iTEM OESCR1PiiON MANUFACTURER/NOTES t.665 � ��R
PnRTS 2 7l0� 2.770 � •,w.� ....z
__' -'_ '_____ T� � � 1.075 T� o�m: w*t:
1 HEAD VINYL I 0.060 O J�� I "' °`^'"'
2 S�ll k.lA►�8 VINYI. � 1 )00
3 SnLE k Ral VINYL 2.060 2.0� 0 O60 �
4 INTERIOCK ST1lE aCf1vE 5lSM VINYI 1.665 I
S ItaTERLOCK STILE IruCnvE SaSH VINYL �_ 0.060 0.060 � '-�— �
6 Mffl-UfT GJF VINYL O4 ��RLOqC S�1L
7 HEAO Fn.1ER VINYI O�L4 O2 SIIL dc JAMB O�-� IACTNF SsS41 �
R111�,
8 GtAZmG BfAO VINYL 8
9 �NSTnLtAT10n CuP VINYL �2.Sgi� t 160 �— � 1.21p � I �
10 STILE REir�FORCEMENT nCTIVE iNTERLOCK 18 GA. GALVANIZED STEEI 1 ��.060 0.065� �I}I r�79t �
1 7 $TILE REINFORCFJAENT AT INACTNE INTERLOCK USED WITN 6061-T6 ALUTAINUM �330 � � 0�874� I l5 0.865 �
%0 k OX UNRS WITH n PRnME HE�CHT CREATER THAN � �J 0.410 ��t t I�
T 0.020
3 8"&n LL x Ox UNRS ____ � i 0.0 6� � g
12 ST1lE RfJNFORLE�ENT AT INAC7NE IMER�OCK USED WI1H 16 GA GALVANIZED STEEL O 1 $Ti c B O� Oj NEqp FlIlER gO GLAZING BEAn
XO k OX UNITS wRH A FRqME HEICHT OF 38 OR LESS IINACTIVF SdSH�
fu+ROwaRE
i 6 ROLIFR TRnCK nSSEMBIY aMSBERRY/FESTEK v�K-ei o0 0 375
t 7 IOCK BETELLI �a�, ,n
18 LOCK KEEPER B�� � � 0.640-�{---�_L Z O�n
SEALS ec SEAtANTS �-325�0.293 0.050 � ~'ns.�'�
0.800 O1
2 2 w E A T H E R S T R IP U L T R A F A B P N: W 5 3 7 9 7 9 G �,� o o W a°
23 WEATHERSTRIP ULTRAFAB W22247 NW � T 2.000 3.000 --� �J�n
FASTENERS 0 O60 �0 �� W ��o?,.,
27 tqp. 6 X 3/4" W000 SCREW RFINFORCEMEnri o a m�.
2 PER LOCK IMO REINFORCEMENT z S o v�-
2g N0. 6 % 5/8` W000 SCREW 2 PER �OCK KEEPER INTO REINfORCEMENT ���K1 � a°��r
29 NO 6 X 2 t/2' WOOD SCREW 2 AT EACH INTERLOCK ENO LOCATION (9��NTT �en� � `v c�
� __ _ THftOUGH SILL INTO INTER�OCK SCREW SPLINE " a P 01/4" (2 lYP) aa Z
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0.9G0 �9� 0.060 Z O �m e
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17 STI F R�NF IAENT 12 S71LF REINFORCEMENT 3 Z ���
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� NATIONAL SiAftCH =�Szu
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lorida Building Code Online Yage 1 ot s
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FL # FL16603
Application Type New
Code Version 2010
Application Status Approved
*Approv by DBPR.Approva/s by DBPR shall be rev/ewed and rat/fied by the
PO d/or the Commission If necessary.
Comments
Archived
Product Manufacturer Pella Co�poration
Address/Phone/Emall 102 Maln St,
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
�i � -
Authorized Signature TROY FARR ` `� ^�� �`- ` � -. '. , ,
tbfarr@Pella.com f ''�Y,'' „ f` i i('�, � -, � �
,ii , . �
r - � . , 'i_1 y �J
�
Technica/Representative TROY FARR ( - - - � � 'l�1- '=;
Address/Phone/Email 18600 NE WILKES ROAD � � �1 " '`" -� � . ___y
PORTLAND, OR 97230
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative TROY FARR
Address/Phone/Emai! 18600 NE WILKES ROAD
PORTLAND, OR 97230 ������;1 A���,�,��
(503)405-9176 ��
tbfarr@pella.com �ITY QF ;� �YF��� 7Q�
� '� 4
A�-'��� �' �-�• �
Category Windows
Subcategory Sing/e Hung � --- - _,_ ,
Compliance Method Certlfication Mark or Listing
Certification Agency Window and Door Manufacturers Associat/on
Validated By Terrence E. Lunn, PE
< Validat/on 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
Certlfied By
Product Approva/Method Method 1 Option A
ate SuGmitted 10/30/2013
ate Validated i1/OS/2013
ate Pending FBC Approval
ate Approved 11/10/2013
h tp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6e... 1/1/2014
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IFL_# Mode/,Number or Name Description
;16603.1 Pel/a 10 SeNes Sin /e Hung Window 36"x 90"Vin l Non-Im act S/n le Hun Window
,
�Limits of Use Certircation Agency Certlficate
� Approved for use in HVHZ:No FL16603 RO C CAC CCL-411-H-1032 36x90 vdf
� Approved for use outsJde HVHZ: Yes Qua/ity Assurance Contract Expiration Date
Impacf ResJslant:No 08/12/20i6
� Des)gn Pressure: +40/-40 Insta//atlon InstrucNons
� Other:Conf/guratlons of g/ass shall conform to the current ASTM FL16603 RO II 1414.vdf
,E1300 standard. Fixed check rall shall have Pella's contour shaped Verifled By: Warren W. Schaefer P.E. 44135
�steel rernforcement&act/ve check ra1/&active sash stiles sha/l Created by Independent Th/�d Party: Yes
have Pe/las"C"shaped relnforcement. Evaluatfon Reports
FL16603 RO AE 1414.vdf
Created b Inde endent Thl�d Pa : Yes
16603.2 Pe//a 10 Series Sin /e Hun W/ndow 54"x 90"V/n I Non-1m act Sln /e Hun W/ndow
Lfmits of Use Certf�ca[ion Agency Certlf/cate
Approved for use!n HVHZ:No fL16603 RO C CAC CCL-411-H-1032 54x90 vdf
Approved for use oulside HVHZ:Yes Qua/ity Assurance Cont�ac!Explrat/on Date
impact Resistant:No 07/09/2016
Design Pressure: +45/-45 Insta/!atlon Instructions
Other:Configurations of g/ass shaN conform to the current ASTM FL16603 RO II 1414.vdf
E1300 standard.Active check rall, fixed check rail and active sash Verified By: Warren W. Schaefer P.E. 44135
stlles shall have Pella s contour shaped a/uminum reinforcement. Created by Independent Thlyd Party: Yes �
Evaluation Reports
FL16603 RO AE 1414.odf
Created b Independent Third Pa : Yes
16603.3 Pel/a 10 Se�ies S/ng/e Hun W/ndow 54"x 63"Vin /Non-Im act Sin le Hun Window
Limits of Use Cert/ficatfon Agency Certiflcate
Approved for use in HVHZ:No fL16603 RO C CAC CCL-411-H-1032 54x63 vdf
Approved for use outside HVHZ: Yes Qua/ity Assurance Contract Expiratlon Da[e
Impact Reslslanl:No 07/09/2016
Desfqn Pressure: +50/-50 Insta//ation instructions
Other:Configurations of g/ass shall conform to fhe current ASTM FL16603 RO 17 1414.odf
E1300 standard.Active check ra1l, fixed check rail and active sash VeNfied By: Warren W. Schaefe�P.E. 44135
st//es shall have Pella s contour shaped alum/num re/nforcement Created by Independent Thlyd Party: Yes
Eva/ua[fon Reports
FL16603 RO AE 1414.Ddf
Created b Inde endent Thlyd Pa : Yes
16603.4 Pe/la 10 SeNes Sin /e Hun W/ndow 48"x 73'V!n /Non-Impact S/ng/e Hung W/ndow
Limils of Use Certircatfon Agency Certlficate
Approved for use in HVHZ:No FL16603 RO C CAC CCL-411-H-1032 48x73 odf �
Approved for use outside HVHZ: Yes Qua/ity Assurance Contract Expiration Date
Impact Resislant:No 07/09/2016 �
Design Pressure: +50/-50 Instal/ation Instruclions �
Other:Con�gurations of g/ass sha!l conform to the current ASTM �16603 RO 11 1414.odf
E2300 standard.Active check rail, fixed check rall and act/ve sash Verified By: Warren W. Schaefer P.E. 44135
stiles shall have Pella's contou�shaped a/uminum relnforcement. Created by Independent Thlyd Party: Yes
j Evalualfon Reports
i - - FL16603 RO AE 1414.odf
Created 6 Independent Thi�d Pa : Yes
�16603.5 Pella i0 Serles Sin /e Hun W/ndow 36"x 62"Vin /Non-impact S/n /e Hun Window
Llmfts of U e Certlflcation Agency Certfficate
Approv for use!n HVHZ:No FL26603 RD C CAC CCL-411-H-1032 36x62 vdf
Approved for use outside HVHZ: Yes Qua/ity Assurance Contract Expiratlon Date
, mpact Reslstant:No OS/11/2016
i Design Pressure: +55/-55 Insta//atfon Instructions
; Othe�:Con�guretlons of g/ass shall conform to the current ASTM FL16603 RO 11 1414.ndf
�E1300 standard. Fixed check�ail shall have Pella s contou�shaped Verified By: War�en W. Schaefer P.E. 44135
�steel reinforcement&active check rall&act/ve sash s[!les sha!l Created by Independent Third Party: Yes
(have PeUa s"C"shaped reinforcement. Eva/uation Reports
FL16603 RO AE 1414.vdf
1 Created b Inde endent Thlyd Pa : Yes
i 16603.6 Pella 10 Series Sin le Hun Wlndow 36"x 73"V/n /Non-lmpact Single Hun Wlndow
(L!m/fs of Use Certif/catlon Agency Certif/cate
i Approved for use in HVHZ:No FL16603 RO C CAC CCL-411-H-1032 36x73.vdf
; Approved for use outside HVHZ: Yes Qua/Ity Assu�ance Contrac!Expirallon Date
IImpact Resis[ant:No 07/09/2016
DesTgn Pressure: +60/-60 Insta//ation Insfruc[ions
i Other:Conflgurations of glass sha/I conform fo the current ASTM FL16603 RO ll 14i4.odf
i E1300 standard. fixed check rail shall have Pella's contour shaped Verified By: Warren W. Schaefer P.E. 44135
Iluminum re/nforcement&active check reil shall have Pe//a's"C" Created by Independent Third Party: Yes
haped reinforcement. Evaluatfon Reports
i FL16603 RO AE 1414.ndf
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�1 � • Cr�ated 6 Independent 7hfrd Pa : Yes
I 1 ti6�3.7 Pella 10 Series Sin /e Hun WJndow 52-1/8"x 5p"Vin /Non-Im act S/n le Hun W/ndow
Limifs of Use Certf�caifan Age»cy Certffirate
Appraved for use in NYH2r Na �tSS603 RO C CaG CCL-411-H;,,�d32,�2 125x5 vdf
Approvecl for use outside HVH2: Yes Quality Assurance Contract ExpJratfon Date
impac!Res/stant:No Q7/Q9j2015
DeSfgn Pressure: +60j-60 Iastallatio»Instrattfons
Other:Configurahlons of q/ass shal/confarm to the current ASTM FL16603 RO !I 1414.ndf
E2300 standard.AcGve check rafl, flxed check ra!!and active sash Ve�IRed By: Warren W.Schaefe�P.�. 44135
tiles sha!!have Petla s contaur shaped alumfnum relnforcement. Cr�ated by Independent Third Party: Yes
� Evaluatlon Reports
j FL16603 RD AE 1414.vdf
� Created b 7nde endent Thtrd!�a : Yes
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(�� sFCr�arv s�awr�. s�o�s��irasrra.�o rHE s+��} �3'�
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Product Approval '
USER:�ubllt User
ProduCf AnnroV01 MeDU�produd ol'Anal/fltlpn Seerth>A /! App tlon De
1
FL # FL11372-Ri
Appllcation Type Revlslon
Coda Versipn 2Q10
Appllcation Status Appr ed
Comments
Archived
Froduct Manufacturer Pella CorparettOn
Address/Phone/Ema1l 102 Main St.
Pella,IA 50219
{541)625-5096
pellaproductapproval cppe!la.com
Authorized Signature TROY FARR
tbfarrf�pella.com - 'r�
� .
Technica/Representetive A/an Mughes � " . ' � �
AddresslP�ane/Ema!! 2Q00 Pro!!ne Place � ' � - � - ,
6ettySburg, PA 17325 � . ,
(717)338-1 i 65 ' ' �
hughesaJ@pella.com • , . " • ', +
Quallty Assurance Representative AI!Zarghami ` '' , � :,�(� �'�r�'��>,,
AddressJPhonelEmai! SQ2 Mafrr St �� `', t z �� '.�; �'��
Pella,IA 50219 �,+� ��;<< ,, <
(641)621-1000 Iw.
zarghamJaCo}FelJa.c��tr�.� rv���
Category Windows ��'S�C-� �'�l�( "��
Subcategory MuI!lans ''�
������L��� ..
Comptiance Method Evaluatton Raport from a Florida Reqfste�e ttftet���t.tcensed Florida
Professlonal Engineer ��� �
f EvaluaUan Repoft-Hardcapy Received ,�d
Florida Englneer or Architect Name who deve/oped the Wa�ren W. Schaefer, P.E. V���°�
Evaluatton ReporC �
Florlda License PE-44i35
Quatity Assurancs Entity Arthit8ttura!Testing, Int.
Qualfty AsSUrance Contract Explrat/on Date 12j31l2014
Validated By Terrence E. Lunn, Pf
�; Valldatron CheckJtsx-Nardcopy Retefved
Certifrcate af Independence fL11372 RI C07 certlfltatton af IndependenCe.gdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 101/I.S.2-97 1997
AAMA 101/1.$.2/NAFS-02 2002
AANfAjWDMAjCSA 101/I.S.2/A440-Q5 2t705
Equivetence of Froduct Standards
Certified By
Sections fram the Code
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Product Approval Method Method 1 Optlan D
Date Submitted 09/12/2011
D�te Valfdafed 04j18/2011
Date Pending FBC Approva/ 10/12/201 i
Date Approved 12j06/2011
_.____.__ ��_..._.__�_.._..._..___. ..__..�...�.---�__..�_.______,...__..._... ._.___..----.. _._..__.. .�. ,�._-----_�...__----.._..___.�_ __.._._.____----_,._.�___._..�._
mary f Praducts
i FL# Mode/ Num4er or Neme Dascri iJon i
1 i372.1 SeNes 10 Vert/ca/Mulllon Verklcal Nan-lmpect mull/on Serles 10 Sinq/e Hung/Picture ,
wtndaws (
�Limits f Use �,, ' inslallation Instructions �
App ved far e in HVIWZ:�7 FLi1372 R,1 II prawing ib12,Q�f �
A roverd f use autstde XYt�Z:Yes VerJfied By: Werren W.Schaefer, P.E. 44135 �
� mpact Res tant:No Created by Independent Third Party: Yes �
j Des/yn P ure�: +65/-65 Evaluatfon Reports �
� Other.Thfs u!!!on system ts ot appmved far use in the Xlgh FL223T2 R.t AF EvatuatJon renart tYWSX45.�df
Veloclty Hur�i ne 2ones(HV Z). Mulllon Assemb/y,pressure and Created by Independent Thlyd Perty: Yes �
insta/lat/on req rements to be as specifled!n the attached i
drawirrg No. 161 qulred desfgn wtnd pressure shali be �
calcu/ated in accordance wlth the Flor/da Building Code Chapter 16 �
and ASCE 7 Minimum Deslyn Loads for Buildings and Other i
�Struttvres. !
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pEgCN PRE55URE5 NOT?0 EXCEED inOSE SHOwn IN TNE �U.OW�NIE DESiGN q/u�N
vRE55URE tABt.E(S). °A'
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k S F W L M O T V A R Y U l k,f 5 5$P E p fl C A LL T 1 A E F f f i(X t E 4 O N L k E O R l�l U�G S. � �,
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s,ucco. r--------- �
s. tt�sE uuwoH mreus wrh e�r+o�c�u�+rccoawu+c�w�re+ura t �t � 53 24.?
NEEf h1E REWNi�?IEN15 OF 1HE i1,ORIDq B114.pING CpOE(FBC)FpR NpN-MIGH � �//� I I // I 47 27.9 �
V40GtiY fiUBRICANE 24NES{MMZ}, i 1/ I I 11, i $ERtE$ 1CS yi
5. iHESE WLUONS NiE NON-IGPILT RATEp.OPENNCS IN WNILX TNESE J �J I THERMASTAR 90 <3 3Q.4 �
MULLqNS ME PIACED W15T BE SMIifICRk:A MM A ROR�OA COOE MPROYED I
sr+urhx w�t�nuwEn er coo� � ! �i ( � SlNGi.E ttUNG �7 35.4 ��
e. µi�wqwqs sEC�r+c uuu�e+ro prt[ss�rae rn�hp Budcs oR w000 I I I � WINDOW UNDER �1 42.2 �
FRW�NC�tli BE CAPABI£tlF RE51mNC t�kROS1oH txt5E0 8r it�E I !! l !
ar�s�tr�rr+c aEwats m nrc waao. I � �� I � APPR4VAl 19 65.0
7. OE�EAAnNE TME PQSrtkE R NECAmiE DESIGN LoWS io u5E w�ifN 1 A1 I i k ! 9� t
REfEnEt7C�,fHESE OOCSAEttiS Bi tCtOR6+NCE xrtiN tFE 4.b4ERNNOG COOE
ANO GWEfnYNG YAND V�.OtlTY. FOR WMD 10A0 GLCUUT10N5�MCORO�NCE � � 4 t I i 55 29.3
wrtt�n�Rpa�cw�cooE�or�cmawan rncron a Kd-o.es wr - I ��� � 53 34.4
eE�rEa n+E ucE�srwa.xo. w I � 3 i � i
6 NO WIND 04K+ATION FKTQR WCRFASE W K40w�BLC SrR4S5 F4S BFEN
uSEU ri tt��in�Or nas rRaq�ct. � I I i I 4� .. 34.3 3a
& ru�lERMtS.N1Q.uDWG 6UT NOT uWtFA TO S�FEI.SCREWS.nud oouE n+iA t' (� i 43 37 4 �
cONrrer wI1H ptMER Dlss�mue wrElt�LS sWU��EEr n�E aE01nREl�Ems oP w I I I � 84 Z �
Fta�a�aox+c tooE a�mc zo. i i( f 37 43.5 3
10.'ro ME B6t oF qUR IOIOWIEUf£nrt wuu0N5 SxOVm NERON ARE � I j I I � � 31 51.9 W a
IXYSItt ASX1flED BY A Fl.OftUi SfA7E APPRQNED CDRi1FlCATKYdfOA EHI11Y k I I I � a V�`�+
TK
swru eE ueE1En w rctorstuncE wm�tr�Fec aro n��-3 Fl.omon a I I�I � 27 59.fi F ���o
�c Couwss�a+SvE�iw�+s. n�qa�wws sxow ni.��E �n 1 I1 t9 65A t� � '�o
�v�nw+.t�no�.rr,7s�uanav a caps�ir+E uw.vss caeAmars u o w a
A�.r�AW�1�� ���wcE+�ifESE�wwc�..rns. �uUJa+ o � / IJ I I � I S3 42.7 .'f O o�n
wnuFK;rUrsER'S ouwn'�Swwo+C£SnEtsx.+tW++s a SESttt+G nEVORtS. � i f � ') / � � 47 4$.1 0 �a m r
n.�aF n�uiutt�+s swu ee cor+sio¢nm von�n�er u� � �
�"��"�ff��'�''�£�'� 1 !i � 75 43 5?.fi � �°o�^
O E P M f 4 E M O R i T H E Y M E W S T A l 1 F fl B f N t R l W E 0 1 M E R T H N J A U C�i S E D x
cartwcrac a�Er+cm wim wtt�aow wsrN.unoNS. � � � ��� � I 39 58.0 = °-°�
� � I j� � 37 6t 1 �p
Q 1 11 � 31 65.0 ?�� - -
uuuia+t u�awR EvKwrior+�s e�sm ai�wvu'.rat stw+owms�wu/at I i i � 53 52.8 �"��
�twra��TS sno�npptw+a.c�sr xEVatts. n+E t1�a � FOR "t0A0 WIOTH`. SEE TABIf t.D f 68 47 59.5 °F�
Bl10.qXG COOE VERSNIN C4N9DERfD NI1H TNE E�N.WTqN WA$THAT IN
FO[3CE AT TXE UNE Oi 7HE EvN„WiWp. N TNE EvErrt Oi'ooDE vERSqN I (lOAG W14TH = (A+8)f 2) I 43 6$.0 W O�. a+
c�w+�s/woAts pt�nff Evbrr isu;uew aR+�ancwrt tESrr�s I 53 57.9 raa
COIIPIE�ED ON 7NE REfdiEMCED GROOIIl.�.FiqR TO SGTWG CODE i �� / � 82 W� z ao
t�+�tatti n�sntE n�wtiufacnx�srwt t4r�a wmi tr� � j �1 �j/ � 47 65.0 y Z �Q .
EVi�WT10N ENpNEER OF RECqiO 7HAT 7HE WSTOIL4TIDH5 SPEGFlED F47lE-W /
ARE M�72ENT WrtN Tf 1�EM CU3RNP tESnXC.COOE N+p MPLICABLE � 11 � ( 5� 53 64,1 aZ �v ry
surm�aai � I 52 65.0 ca �
L_.,---"--- -------- - -------- ---------� 2�IFS: a �a��.
t.92E vALUFS w TABLf ARE+f-if�" �� �
. z n��;a oF n¢rnES�sF+orm w nes rra�
� aR n+E�uow�l.E nnfSSt�E sr�h.n�N n{e rnnoows W '$+-`�z �N
AU.ALTERNATE ANCHORS IN THEIR SPEGIFlED SEE '1�iU1170N END t�'AS�3d8LY dc u�u+��u suts.catt�ex.rs Ksoa,�E t'at �� ��R�W
SUB5TRATES HAHE BEEN ANALYZED IN ACCORpANCE INSTAIJA710N DEfIJLS� ON SHEE? 4 FOR CLJP �u��. -'- �
W1TH TNEiR AFPLiCABl.E STANDAi20 S AN4 PRE FOUND 1WCHOR f2EQU1REAIE?+(TS 3 P�s5uR6 Foit 4ff ConpnDNS BE7wEEN T+W�'.+E U7 �o
TO BE EWNALENT Tp OR STRpNGER THAN THE {'tYk�.Ai HEAp dc S1tt}. ��Y��� �tn Z� €
�CHO+z(s) usfD irr TESnr�c xnrri rHFS t�aaoucr. EXCERIOR ELEYATION: �����
SING�,E HUNG TO SINGLE HUNG ��.�
SCaLE: 3j4' = t'-0' ;'��2��,,,�"•`•., .
(THERE IS NO UMfT ON 7HE NUMBER pF WINDOWS 7HAT MAY 8E COMBINEO :'4,Q��""'�"""'�Syl�' r. a
HORITONTALLY INTO ONE OPENWG PROMDING THE OPENING IS DES�GNEO TO .�_' � '`,,,�r o �
SUPPORT A{1 1QA05 7RANSFEREO fR0A1 TNE WINDQWS dc THE1R MUlUONS) ;z�;� a �`6,>� W
_coj Z �, f7 ¢: � ��
`° -v � � �$
='"}_� d'6 �
:.�i�S Q q l�4�'� W Q 36
r .rL���''`�' ��� U
' ' �`i"RV��� 3
1612 A
• sN¢r«o.
` 1 or 4
TAB�E 2.0 °"'""�" °`°°°'°'
.,� .,x
Muu�aN
(SINGLE HUNG TO PICTURE) �-�� °"��
CENTERtINE MAXIMUM
MAXIMUM �OAD ALLOWA6l£
� XA� �B �_-j MSPANN WIOTH PRESSURE a
WINOOW WINOOW I ��N� (IN.) (+f- PSF) �
� CENT£RL�NE CENi'ERUNE i 53 24.2
I
---------- ---------- --------- 45 � 27.3 a
s--------- . _.�._.
i i i i as '30.� >
....�. _
SERIES 70 I �� II � I SERIES 10 gd 3] 32.1 �
THER#A�1STAf2 ! „ 1�1 / 1 j}{�Mq$7qR 27 42.6 �
SINGLE HUNG � I �� I � PICTURE WtNpOw 19 59.3
W{NDatt UNOER � �� � UNOER SEPERATE 17 65.d
SEPERATE �� � �PR��- 65 k GREATER 27 1 �
�'�Y� A2 t i 1 61 2$.0
a I � 4 I
� �'� 53 34.4
45 342 3
-' I � I� � i 84 39 38.2 a
4 I II i 37 39.9 Z �
! 3
W � I /f �� � 7� 52.� W x��
N 1 `� !! I 19 65.0 � ��^o
a 1 I�! 1 65 dc 6REATER 40.1 v W a o
v� � ( � 61 40.8 0- �z a
a I / �I I 53 44.2 aS ���n
j1/� y i � 75 45 49.1 c> a m n
� � �� ( iI 1 39 SSA � �o�^
I I I� I 37 56.9 = ��`+w
: � a � 4�� ( 3d 65.0 ��= v
� I IIl ! 58 dc GREATER 62.2 Z a�
° }I I 62 53 63.3 0��
. � �I� � 45 65.4 ��'�
I fOR 'LOAD WIDTH', SEE TABLE 2.0 I 6 0 5 7 dc GREA T E R 65A �a m
I tLOA� WIOTH = tA�FB�f2� i �VNUES W T/�lE ARE+/-1/y." y�� �� .
�j (� 2.R1E tESSpt OF 1}ff P7�SNOAM N 7H5 7ABLE V1 � a
I I � oa nE ft10Wn8tF Pfi�uaE STkiED ql tlE wwo0w5 p W<
/, � N10NIOlNL lPFSiWAI StMLL COW'IROI.AS NL(M'�&:E fOR �� Z'��^.
1 I n�+eAtm ttai. c3
� i I � 3.PRESSIAtES FDIt 5rzE a1Na'rIGNS BEtwEElr n+osE �4 wQ���
SHOWX K4Y BE WiERPULQED. �C? a.�°.-
�---------- -------- — — -------- ---------� — �
w a +��+ci
� �� z� +
SEE'AiUWON E?ID CL1P ASSELIBLY dc
WSTPLLA110N DETAILS'ON SHEEI 4 FOR C!!P �vvr Z��€
AN(�IOR REQUIRF�IENTS (iYP. AT HEND k SILL). .,�„��� ,,,. ��� �
EXTERIOR E�EVATfON: �����'=�?��f��. g�as
SINGLE HUNG TO PI 3tlRE N(INDQW ,n ' ;,
;��` � !�,�;-:
SCALE: 3�4 ° 1�-U� =U.'�� M 3tl'6 d
{T}iERf IS NO 11MiiT ON THE NUAiBEFt OF WINOOWS TFi.4'f IAAY� COFA9�N£d °`�'� �t � ���� Z �
=�� ti`^� � G^� W�n
HORIZONTALLY INTO ONE OPENING PROVIDING THE pPENING 15 DESIGNECI T4 �:zi u, .� p� F ��
SUPPORT AI.L �OADS SRANSFEREO fROM THE WINDOWS !k THE�R AIt.1l.U0NS) %v:',s � v�ik"' �
s��� ��; � �
_�����, ��, � � .
'd. W Z.
.�t �fiE��€, ¢
. ;
� 1fi12 A
sx[�r No.
� �, 2 � 4
� ' .
TABLE 3.0 °""""°" °`°`°°�
.,,. .,.s
(PICTURE TO PICTURE WINDOW) "°�-�� °"a�«
MUlL10N AIAXIMUAi
CENTERLINE MULLION �IMUM LOAD ALLOWABLE a
�A � ,B, SP� WIDTH PRESSURE
(IN.) �IN.) {!'�— ?SF; �
WINDOw � WINDOW 39 25.0
CENTERLINE CENTERUNE 37 26.2 b
---------- 96 27 35.0 �
�--------- ---------- ---------�
� ii i ts aa.�
i ii i ia ss.o �
I � II / I SERIES t0
I I�I I 7}�ERAIASTAR 53 24.2 �
I � II I � PICTURE WINDOW 45 27.3
I II I UNOER SEPERATE 39 �•� g
I II I �PROVAL 90 37 32.7
I A3 I I I 27 42.6
o I 4 t 1 19 59.3 3 �
n
O zwc"
w I I�I I 17 65.0 Z og^�
-+ � � �� � � 61 28.0 � �qaQa
� I III 53 30-4 w a z a o
w � I �� 1 � 45 342 j o O�n
� I I I I 84 39 38.2 v �a� �
m�
� I I�I 37 39.9 d �o�'^
N � � �� � � 27 52.7 41 aN�
o I I I I 19 65.0 Z �'
J I I �I l I 75 dc GREATER 38.8 =
1 II I I �
� � I I 1 1 53 442 �z
II i O W
� � I �I� I � �5 45 49.1 �j
I II I 39 55.0 �
��
� ° I I I 1 37 56.9 °��
I I I I 30 65.0 ui<
I FOR "LOAD WIDTH�, SEE TABLE 3A � 62 Qc GREATER 61.9 W� z°m
� (LOAD WIDTH = (A+8)/2) � 62 45 G5.0 �o �� �
�� 60 60 & GREATER 65.0 �Z �v� ^
� � II j 1 tlGffS� t/�� W`zd i
jI I 1 z.��aF n�E��sawrr n nas r�£ �F �a��^
L____—_—__ _--_J OR THE H10wABlE aRE55uRE STA7F.D IN 7fE wr�0ow5 =w W 3'
_
________ _ _ ________ _____
n
PONpUA�IDPROVAL 4UL1 CQRkOL AS�LLOQ�BLE FOR �> Q J n i..
` T11E 4ULLE0 UR. �n Z�o y w
� 1 VRESAIHES Fdt 9ZE CONp1%MS BEIWEEN TVqSE r�
SEE "MUWON END CUP ASSEMBLY k stawN u�r ee wro+ra�ho. ��z�s�
INSTALLATION DETAILS�ON SHEET 4 FOR CUP �3�
/WCHOR REQUIREIIENTS ('fYP.AT HEAD dc SILL)• �3.1
EXTERIOR ELEVATION:
PICTURE WINDOW TO PIC1l1RE WINDOW �`'� ' a
.`�+'�c'�3��� ' Z Wn
sCALE. J/4• = 1'-0' ��,Q-..�' `'"g�ij. o
(THERE IS NO LIMR ON iHE NUMBER Of WINDOWS TNAT MAY 8E COMBINED ;:�,� �n �•y1 �S
HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO _'�:4 M O p�'-;f ,�'—� N�
SUPPORT ALL LOaDS TRANSFERED FROM THE WINDOWS k THEIR MULUONS) _o?a v � ac 4� � 3W
-�:n5 rfi '�- < C�1 a
=:°�v�y o N�"'�: � I�
by�4Z i�� 3
� `'i�� no. Ev.
_ �-.. � �RQ �6�2 /a
sHEET�a.
' 3 � 4
���: ��:
; � N0. 10 X i"St�� �„"" �.«.s
EXTERipR �SCREwS (4 PER CLIP) "` °'�"�"
� � c ,� � . a
�
SEAtANT BY �
EXTER�OR OTHERS � � 3
N0. 6 X 3/4" _ , , • �
SEl.F TAPPING , � MnX. t/8' 7HICK
scREw wina s" SECTiOtV A� z _ s��►� a�nrE ww� REQ'o su�n s�T �
OF CARNER5 dc SCALE. 1 f 2 FUU.� � _ •-�„ PAp (2 EACN �
MAX. 18� O.G. (SINGLE HUNG TO $INGLE NUNC) ` �"` t�US.LION ANCNORS PER "FFiAi�E 2 END E.IX'ATiON) �
" •. t :' • , , • ., . `,.• . ANCHOR REQUIREMEMS TA6LE" i $
�_ -{� 4 }
SINGIE HUNG \.'1 �-' PICTURE F : ":. • . :'gUBSTRATE 8Y QTMfRS PER `FRAAt� ��P
wtN00W W{NOOW SEAUWT BY OTk�f2S BEH�ND qNCHOR REQUIREMENTS 7,4BLE' 2 3 w'n
MULLION ENO CUp y c+
N0. 6 X 3j4" S£l� p v''�
atuivar� �r�a cu� zr�sr,au�rtaN oEr�� �o�,�vo� g��
T,4PPING SCREW WITH 5' Of BUM SENANT Z � a O1
SCAIE: tj2 fULL 3 �
CORNERS & MA7C, tQ" 4.C. TAPE (4 PER O Wn`r.°
E%TERIQR Mu��? MULLION EN�C,(,!P � a � .�
No. s x s/a' ASSFJ�AQLY DETAIL v c°,� ��''a n
SELF TtipPtNG EXTERIOR SCAIE. N.T.S. a� l
SCREW WITH 5' � � �r
OF C4RNFRS g 1.600 `'� a °o�n
nwx. �s' o.c. SECTION � 2 z �
SCJU,.E. 1/2 FULL 4 3 i itJO =
(SINGLE NUNG 70 FU(EO} CONTINUOUS W(70D 1AEMBER LESS 4.500 wZ �
• SEALANT gy tN S12E TF{!W A 2X_ BUCK TO � ---� �o W
; 2 Q�.{E� MIN. 4 1f2' DEEP. N0T REQUIRED � 0.500 {lYP) ��
WFiEN SHIM SPACE IS WITHIN
ALLOWABIE DIMENSIONS SPECIFIED o��
• N0. 6 X 3j4" SEi.i' �
TAPPING SCREW W�H 5" OF ��y�^^^---���'^�'�-'--- IN Ct�p MSTaLtATibN DETa�. 2.750 ^~
tX�2NER5 k FJlJC. IO"O.C. '.�; ' ^.y . r 1�* . (TYP.) �� coa
: .. �_. ,z�m
SEAtANT BY OTHERS BEHINQ . MUU.ION ANCNORS PER �O u�+� 0
MUWON ENO CUP 'FRAME ANGNOR � a� z`�'=�'
5UBSTRATE 8`f OTHERS PER "FRAME RE4UIR�k1EN1'S T!$LE` �-� �<��7
ANCHOR REQUIREMEMS TI$I,E" {4 PER CUP) �- a O �� �a�o i
EXTERIOR 2 QPTIONAL DIRECT MOUN7 DETAIL °�g�76 0 0 �� �z �n
SECTIO__N �,��] TO SUBSTRATE WiTH SPACER 5���
scat�. i{2 Fu�a. � �v�i Z� �
(FIXED TQ FlXED) � ��c°� �
MUWON END CUP ANCHOR REQUIREMENTS TABLE ��x
CUP SCREWS �'"t�$T�� W
� 4PENIFtG TYf>E hilM�iUA{ �iiNIMiUM 0 680 �• ° d
CUP TO OPENING FASTENER TYPE :'.¢c���'�j
I {5U857RATE) EMBEp EDGE DIST. �`¢f,_--.-_.���';! � �
MIN. 2X_WCIOD FRAME OR BUCK 2.060 � .�' : � '�'S%*� � �a
{A{IN. t�2. 3 dc G=8.55} N0. iQ SMS OR WOQO SCREW > >f4� 3/4� 2.480 0.060� `�_;4 4`E.= z
� C3 p s�%
A11N. 78 GA. 33 KSI ME7AI.STUp N0. 70 GR. 5 SELf TAP/DRIIL SCREW FULL 1/2" � t O.BIq _`:.�� � 4 ��. �
MIN, t/8°THK A36 STEEI N0. 70 GR. 5 SEI.F 7APjdRILL SCREW FULL 1/2` r' � 0.293� "�.�' o
�' 3�tiN. i/8"TFSK 5063-TS ALUt�. N0. 14 GR. 5 SEtF TAPjDRi11 SCREW FULE tJ2" � lr""U �MS11. �4`� 4.5 2 0 �Z ��,r q i'�` 3
� C-90 CMU/2500 PSt CONCRETE ��1 1 4" CONCRETE SCREW 1 1 4" ^�� �b`'
� / 2" (,} VIM'L �i�.,.., -a'�'�. .
(1)CONCR E I E SCR E W S S H A L L B E El.C O UI.T R A C O N S, E L C O C R E T E-f L E X, I 1 W R A M S E T/R E O �✓��� a A i U�,L 1 0�1 E N U C U p '''_ ���� }�) A
• NfAp TAPC4NS QR Hl1.TS KWtK-CON !I (HN20ENED STfEI OR S.S.). 6p67-T6 AI.UA�INUM 6p61-ifi ALUMfNUtA ���
. 4 oF 4