HomeMy WebLinkAbout14-15579 w � ClTY OF ZE HYRHILLS
5335-8 STREfT
(si�)� 0-0020 155
BUILDIN PERMIT
�k'';`=`�;'���k�`'��' P,ERMIT:INFORMATION LOCATIQN INFORMATI4N .'" � "
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Permit Number: 15579 Address� 5154 19TH ST
Permit Type: ADDITI4N/A�TERATION � ZEPHYRHILLS, FL.
Glass of Vllork: 434-ADD/AGT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Fee#:. Subdivision: CITY OF ZEPHYRHI�LS
Est.Value: Parcel Number: 11-26-21-q010-19900-0080
improv. Cost: 2,515.4Q QWNER INF,ORMATIQN '`����'�" }� �-_
Date Issued: 8/28/2014 Name: GAUGER, MILTON
Tota! Fees: 75.00 Address: 5154 19TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 8/28/2014 Phone: (813 782-0998
Work Desc: REPLACE 5 WIND{�W UNITS SIZFJS ZE
CONTRACTOR S APPLICATION FEES
LO E'S OME C TER i C B DING FEE 75.OQ
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�Ins ectians.; e uired ' ' �=�'��`'a' � _
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FOQTE42 2�tt} C} N PLU S MI C INS TlOt�S EILSSVfa }
FQOTER BOND DUCTS INSULATEp S WER MISC.
ROUGH ELECTRIC LINTEL MI C MISC.
1ST ROUGH PLUMS PRE-METER !N UtAT10N WALL MISC.
DUCTS INSTALLED WATER MI C DRIVEWAY
PRE•SLAB SHEATHING MI C. MISC.
CQNS'fRUCTfON POIE FRAME MI C. MISC.
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80(2)(c�when extra inspectian
trips are necessary due to any one af the failowing rea ons; a)wrong address b}candemned work resulting
from faulty construction c) repairs or carrections not ade when inspections called d)work not ready for
inspectian when called e) permit not posted an job ite f) plans nvt at jab site g)wark not accessible.
NC?TICE: In addition to the requirements af this permit, there ay be additionai restrictions applicable to this praperty that
may be found in the public records of this caunty, and there ay be additional permits required from ather governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may rasult in your paying twice for
impravements ta your property. If you intend to obta n financing,consult with your lender or an attorney
before recording your no ice of commencement."
Camplete Plans, Specifications Must Accompany Appli tion. Ali work shall be pertormed in accardance with
Cety Cades and Ordinances. N OCCUPANCY BEFO C.O.
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CONTRRCTOR S!G T RE PERMIT OFFI R
PERMIT EXPIRES IN fi MONTHS THOUT APPRQVED INSPECTION
f CALL FOR iNSPECTI4N - 8 QUR NOTICE REQUIRED
�, PROTECT CARD ROM WEATHER
Buiiding Q partment
` v+�o�-:�c.w
Date Recelved �
Phone,Contact Tor P rmittin �S i 3 2 R _ '`�t� fo 5"
Owner's Name t �"�� � ge,� Owner Phone Numb r �l 3 -7 $2 -�,�'7 �
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Owne�'s Address �5-�Sry � �'T� ST Owner Phone Numb r
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Fee Simple Titleholder Name Owner Phone Numb r .
Fee Simple Titleholder Address
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JOB ADDRESS .�lsy , f � ST �Pti RY h i l l S r-� 3 3 sy 2 LOT# C�
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SUBDIYISION C�� (g� Z2QAJLYj,,'l)S PARCEL ID# � 1 -2�-�1 - �Q I 0 ���t9 O� °d0��
� (OBTAINEO:FROM P OPERTY TAX NOTIGE)
WORK.PROPOSED I NEW CONSTR. ADD/ALT SI(3N Q Q DEMOLISH
B' INSTALL 8 REPAIR
, PROPOSED USE [�.� SFR Q COMM OTWER
i 7YPE OF CON3TRUCTION Q � BLOCK Q FRAME STEEL Q
DESCRIPTION OF WORK ��(-) C J� W t�NG O r�J�tst �`1"S si� �Si F L
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BUILDING 312E I � Sq FOOTA(iE� HEIGHT �L � � 3?�. I
UILDINO $ Z�� � �� VALUATION OF T TAL CONSTRUCTION
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QELECTRICAL $ ; AMP SERVICE Q PROG ESS ENERGY Q W.R.E.C.
OPLUMBING $ ��
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QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE REA QYES NO
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BUILDER � COMPAN L Oc,w-�S I��MC, CeN7�2s ,�!•�.
SIGNATURE REGISTERE Y/ N FE CURRE� Y/N
Address O QO u � ��J 2��F1��cy 3�-$7�' Licens # ��oG ( .S(� �i t'�-� 7
ELECTRICIAN ' COMPAN
SIGNATURE � REGISTERE Y/ N FE CURRE� Y/N
Address Licens #
PLUMBER COMPAN
SIGNATURE ! REGISTERE Y/ N FE CURRE� Y/N
Address , Ucense# � �
MECHANICAL , COMPAN I
51GNATURE REGISTERED Y/ N FE CURRE� Y/N ;
I
Address ' I Lfcense#
DTHER COMPANY
SIGNA7URE REGISTERED Y/ N FE CURRE� Y/N
Address � � License# '
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energ Fonns;R�O-W Permlt for ew consUuctlon, •
Minimum ten(10)working days after submittal date. Requlred o site,Cons�ruction Plans,S ormwater Plans w/Silt Fence installed,
Sanitary�Facllities 81 dumpster;Site Work Permit for subdivlsio s/large prdJects _ __ ___, i
�OMMERCIAL Attach(3)complete sets of 9uildint�P_l�ns_plus a Life Safafy_Pa e;(1)��et ot�rtergy Foms. -O-1N-�'a`rmit-��new wns6uctlon.
- � -° ---_�-"�tvlinimum ten�10j working days aNer aubmittal date. Required o site,Constructlon 1'lans,S ormwater Plans w/Silt Fence installed,
Sanitary Facflities&1 dumpster.Site Work Permit for all new pr Jects.All cbmmercial requir ments must meet compllance
i1GN PERMIT Attach(2)sets of Engineered Plans. , �
""""PROPERTY SURVEY requlred for all NEW consUucUon.
i
Jfrectlons: �
FIII out appNcatfon completely. _
Owner&Contractor sign back of applicallon,notarized
If over SZ500,a Notice of Commencement is�requlred._ (AIC,upgrades ov r b7500) ;
` Agent(for the conUactor)or Pouier of Attomey(for the owner)would be someo e with notarized letter from owner authorizing same
)VER THE COUNTER PERMIITING , (Front of Application Only) = . °
teroofs if shingles Sewers ;�:Servic.e_UPgr,ades A/C, .: Fences(Plot/Su ey/Footage)
: �� - .. ..:., .,._,
Driveways-Not over Counter if on publlc roadways..needs ROW
NOTICE Of DEED R�$TRICTl�NS: he underslgned understands that this permit may be subject to"deed°res#rictians°
which may be more res.tcictive than Co nty regulations. The underslgned assumes responslbility for comp!lanoe with any
appllcable deed restrictions.
UNLICENSED GONTRACTORS AN CONTR,ACTOR RESPONSiBiUT1ES: tf the,owner has hired a contractor or
contractors to unde�take work, they m y be requlred to be licensed in accordance with s#ate and�iocal regutaf(ons. If fhe
contractor is nvf licensed as required by fiaw, both the owner and contractor may be cited for a misdemeanor violation
under state law. if the owner nr inten ed aontractor are uncerfain as fo what licensing reqaErements may apply for the
intended work, #hey are.advised to cori act the Pasco Caunfy Building inspection Divisian—Licensing Section at 727-847-
8009. Furthermore, ff ttte owner ha hired a cantractor ar contractors, he is advised fo have the canfracEor(s� sign
portions of the "contractor Block" of th s appiication far wh#ah they wiil be responslble. !f you, as the owner slgn as the
contractor, that may be an indication t at he is nat properly licensed and is not entitled to permitting privileges fn Pasca
Caunty. '
TRANSPORTATION iMPACTiUTILiTI S IIII{PACT AND RESC?URCE RECOVERY F'EES: The undersfgned understands
that TransporEation impacf Fees and� ecaurse Recovery Fees may appiy to the cansttuction af new buiidings, change of
use In existing bulldings, or expanslo af existing bulldings, as specified in Pasco Counfy Ordinance number 89=07'and
90-07, as amended. The undersigne also understands, that such fees, as may be due, will b,e identlfied af the fime of
permifting. lt is further undersfood #h t Transportation impact Fees and Resou�ca Recovery Fees must be pald prior to
receiving a "certificate of occupancy° r final power release. lf the project does not involve a certifiicate of occupancy or
final power release, the fees must be paid prlor to permlt.(ssuance. Furthermore, if Pasco County Water/Sewer Irripact
fees are due,.they must be paid prior t permlt lssuance In accardance�with applicable Pasco Gounty ardinances:
CONSTRUCTiON L1EN�LRW(Chapt r T13, Fibrlda Statutes, as amendedj: ff valuation of work is$2,500A0 or more, i
certify that I, the appllcant, have b n provided wifh a copy af the "Fiarida Constructian �ien Law--Homeowner`s�
Protection Gulde° prepared by the FI ida Depa�tment of Agriculkure and Consumer Affalrs. !f'the applicant is someone
ather than fhe"owner", i certify that i ve obtained a copy af the above described document and promEse in gaod falth:to
deliver It to the"owner"�prior to comm ncement.
CONTRAG'COR'S/OWNER'S AFFID IT. I cer�ify that all the Infarmatlon in fhis application is accurate and thaf ail work
wiN�be done in campllance wlth all ap licable laws regulating construct(on, zoning and land development. ApplIcation !s
hereby made to obtain a permft to a work and instailatian as irtdlcated. I certify that no work or lnstallation has.
commenced prior to issuance of a p rmif and that all work wiil be performed to meet standards af all laws reguiating
construckion, County and. Clty codes, zoning regulations, and land development reguiafions tn fhe jurisdicfion, ( a(so
certify that ! einderstand that the regul tians a#otlier gouernment agencles may apply to the lntended wark, and'that It ls
my respansibiii#y#o idenfify what actio s I must take fo be in complfance. Such agencies Inciude buf are not limited ta:
- Department of Enviromm �tal Rrotection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterlWastewater Treatment.
- Southwest Fiorida Wat r Management Distrlct-Wells, Gypress Bayheads� Vlfetland Areas, Altering
Watercourses.
- Army Corps af Engineers- eawalls, Docks, Navlgable Waterways. � �
- Department of Health & Rehab!lft�tive Services/Environmenta! Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Envlranmental Protec on Agency-Asbestos abatement.
- Federal.Avlatlon Authorlty Runways.
!understand#hat the following restrictl ns apply to the use of fill:�
- Use af fiii is not aNawed in Fiood Zc�ne"V"unless expressly permitEed.
- tf the flii material is to e used in Fiood Zane "A", it is understoad thaf a drainage pian addressfng a
"compensat(ng volume" ill be submitted at time of permitting whlch is prepared by a professional engineer
Ifcensed by the State nf F rida.
- tf the fill material is ta b used in Flood Zone "A" fn connecffon w#th a permiitted buiiding using stem wa1R
constructlon, t certify ffiaf ilt wllt ba used oniy to�il the area within the stem wal1.
- If �iif material is to be u ed in any area, I cerklfy that use of such flll wlll nat �adversely affec# adjacenf
propertles. If use of fiil i faund to adversely affect•kad)acent properties, the owrter may be clked for vlolating�
the conditions af tFie bufi ing permit issued under fhe a#fached permit appiication,,far lots less than one (1.).
acre whlch are elevafed b fllt, an eng(neered drainage plan is requlred.
if I am the AG€NT FC?R THE OWNE , ! promise in good falth to inform�the owner of the permitting.condlttons sef forth tn
this a�davit prior to commencing co st�uctlon. I understand that a separate permlt may be required for electrical work,
plumbing, signs, welis; poois, air co ditioning, gas, or other instaliations no��sp�ificaily�incit�ded in the appir`cation: A
permlk lssued shall be construed to b a !lcense to proceed with fhe work and not as auEhori#y�to uiolate, cancel, a(fer, or
set aside any pravisians of the teehni al codes, nor shall issuance of a permlt prevent the�Bulldirig Of�cla!from thereafter
requiring a correction of errors in pla , oansfrucfion or violat#ons af any codes. Every permit#ssued�shali became invaltd �
unless the work authorized by such ermlf Is oommenced wifh(n six months of permit issuance, or if work authorized by
Ehe permit is suspended or abandane for a perfod of s!x(6)months after the time the work Is commenced. An exfensian
may be requested, in writing, from th Buflding Offlcfa) €or a perfod no# ta exseed nlnety (90) days and wfll clemonsfra#e
Justi�able cause fac the,,extension, lf ork ceases for ninefy(90)consecutive days, th�job is considered abandoned.
-WARM�NG TQ OWNER: Y�.UR FA LURE 7'O RECOEtD A NQTICE OF COMMENCEMENT MAY RESULT !N. YOUR .
PAYING THVICE FOR fiUIPROVE#�!E T$TG Y2}UR PRC?PcRTY. 1F Y1�U lNTENQ Tt?OBTAlN�FINANCING, GCiN$ULT
WITH YOUR•LE DE, .t�R.AN ATTO N�Y EFO E"RECCtRDiNG Y� E1 tJTi� P3F-� NiE EN! N�'.
FLOFitDA:lURi4T(F.S.117:03j � r � --
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OWNER OR AGENT ,�,p(�'�q�''f'p}Z r
Subscrlbad and swom fo(or affirmedj before e thls Subscribed and, om to(or affirmed)before me th s
bY bY
Who is/are personaity known to me or haslMav produced Who is/are-personally knowrt to me or hasfiavejpraducad
as tdentlflcatl n. as idenfification.
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a ti.t��%•, JC !.E. CO
Nofa Public r� x�
ry .�. ..- C mt� i n# . 370 3 �' Natary Public
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Commisslon No. Commissi �i� ••'
Name of Notary typed,pdnted or stamped Name of Notary typ d, rinted'or stamped
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City of Zep rhills .
BUILDING PLAN REV EW COMMENTS
ContractorlHomeowner:
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Date Received: C�'t �
Site: �j
Permit Type: � ���'� ����?�G�S
Approved w/no camments: Appraved w/the below co ents; ❑ Denied w/the below camments: ❑ �
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This comment sheet shall be kept with the permit and/or pl s.
��''��' �`���� AUC 1 9 2014
Kalvin Switzer—Plans Examiner Date ontractar andlor Homeawner
(Required when comments are present)
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��''� 2014138894
� ' Rcpf.:1625732 Rec: 10.0@ - `
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08/28/14 L, Serio, Dpty Clerk
�1�0'T�C��OI{'��It�'�1�1�E��I�'T -- - —
� PRU�A S 0'NEIL,Ph D Pp5C0 GLERK & COPIPTROLL:ER
Peiiri'itNo.. 08t28/14 11:13am 1 af 1
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`I'HE[7NDERSIGi�iED hereby gives notice that the iznpro�ements will e made to'real praperty,and in accordance with Seciiori 713,13 of
t�e Fiori:da Statutes,tlle following information is provided i.n this NOT CE{3F COh�tENCE�IENT.
l.Descr3ptia�i of p'rtiperiy(legal de�crip�aon): -�s { P. S" S �a�o z' �+� �/�2.'-�'LaT�'.-t-i.► r�z„o�'L o7's ��.�c>
a)Sireet(job)Ad'dress: �'-. . � t, ' 7 : -� .' s; :1. -t-'t l �3 1k 1�`�
2. General description of improvements: � _ . .
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�3.Or'vner Inforniation �
a)�Name.and addsess: ��" �"tt3 .1 � `3 ^ S'!S 1 `�'T� S� .�..�,P[�tt. h i C. 3 3 �yZ,.
li)'I'�atiie�and'address o£fee simple titleholder'(if other tlian awn.er)
,: �c)Iuterest in property Owvn�r " ,
4:Contractc►z�Iriformation -
a}Name and address: . Lowes Hozne.Centers.:Inc. P:{).�Box 7. 1993 Orlanda FL 328�8
b}�Telephone No: tl��7<�'''�.���t}`�`'. �'ax�Nb:.. . GL:
S. Surety Informatian � � '
, "a)Natne and addr.ess: 1'dA.� - . . .
::b)'Airiount ofBond: ��A � - . ' _ ..
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The,fofegain�:uist�um�'nt was aela7owtedveci 6efore me th�s ,1 z:7'h iiay of �� o t;F: ,by � �pEIiC�E i210
A.s=`� '' �"�c�;1�... r^—c�r�nti 6����� (type of�authority,e.g.offieer,frustee,aftoiney iri fact) �r�j��0�51
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Personally�ICiiowri OR Prbdu6ed Iflentification 1�, Notazy Sigiiature . _ �
Type of ideniificafion Produced �{.,. tJC• Nazne{Pcint} -� ,t`r
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Verification pur$uapt fo Seetiati 92.525,:Florida Statutes.Under perialties af perjury,I decl e that I have�ead the foregoing and that fhe:facts stated in it are true.to the best of
ny;fa�ovrleiige arid,balief
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LOIM1IE'8 AUTHO IZED REPRES�AT1VE 'NUMBER: Ct13TOMER �M ��
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y fti p . LOWE'S CONTRACTOR LlCENBE NUMBER Cn9H LCO � REp •�r,..Mda" :�+." {.
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; .INS7ALLATION STREET ADDRSSS � � R,�� CITY STATE LP � ;
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w�f) �rz�411 � ...�e�-r+��S ar ;ell wh�ke �n�I 5►►'� Ic -�iu►� (,,�,r,do�,,,s ,
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NOTICE TO CUSTOMER—PRICE CALCUTATIOtdS: In order to praperiy perfo the installation of.certain G ds,the Contract Price may Include more
Goods than actually will be installed'based on the measured square footage of he Project Area.As a result, e partles apree that the lump-sum Price
stated�n thts Contract is calculated upon both the value of estlmated Goods requ red to iulfill the Contract(inclu tng waste),which may exceed fha actual
square footage of the Project Area,and the labor which may be estimated based n the amount of Goods requl to fulfill the.Contract(including waste). �
By signing this Contract below, Customer acknowledges receipt of this notice an agrees and understands that he Price Includes thesa costs which may
not be refunded once the Installatlon Services are pertormed. I
NOTIC6 TO CUSTOMER: Federal law requires Lowa'a to provide yqu with t e �
pamphlet Renovate WghL By stgning thls Contract,Customer acknowledge Contract To I ' v�
having rec0ived a copy of thls pamphlet b.efore work begen informtng Custo er Z� 5�S'
of the pntential risk of the lead hazard exposure from renovation acNvityr to e *applicable taxes ClUded
pertortned In Customet's dwel[Ing unit.
NO7E: If rotted wood is discovered during installaticn addltional c arges wlll apply.You wi be given a quote and a change order
must be com�leted and signed by the customer for any ad�JMtlonal harges, Cust er must initial.
•Any work or mafertal not spedfled le not Included In lhls conlract.My chenges or 8dd Uons wlll 6e at an addlponal ch e for the material end labor.
NOTICE 70 OWNER: - ACCORDING TO FLORIDA'S GONST UCTION LIEN LAW CTIONS 713.001-713.37, FLORIDA
STATUTES ,7HOSE WHO WORK ON YOUR PROPERTY'OR P OVID� MATERIALS A SERVICES AND ARE N07 PAiD IN
CULL HAV�A RIGHT TO ENFORCE THEIR CLAIM FOR PAYME T AGAINST.YOUR PR� ERTY.THIS CLAIM IS KNOWN AS A
ONSTRUCTION LIEN, tF .YOUR CONTRACTOR O�t A UBCONTRACTOR FA S TO PAY SUBCONTRAC70RS,
5UB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, 7HOS PEOPLE WHO ARE D MONEY MAY LOOK TO YOUR
PROPERTY�OR PAYMENT,EVEN iF YOU HAVE ALREADY PAI YOUR CONTRACTOR N FULL. IF YOU FAIL TO PAY YOUR
CONTRACTOR,YOUR CONTRACTOR MAY ALSO HAVE A LIEN N YOUR PROPERTY. IS MEANS IF A LIEN IS FILED YOUR
PROPERTY COULD BE SOLD AGAINST YOt1R WILL TO!PAY F R LABOR, MATERIAL OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED T PAY.TO PROTECT Y RSELF�YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE�Y UR CONTRACTOR IS QUtRED TO PROVIDE YOU WITN A
WRITTEN RLLEASE OF LIEN FROM ANY PERSON OR COMP Y THAT NAS PROVID TO YOU A"NOTICE TO OWNER."
FLORIDA'S CONSTRUCTtON LIEN LAW IS COMPi,EX,AND IT IS ECOMMENDED THAT OU CONSUI,T AN ATi'ORNEY.
PHOTO RELEASE:Customer grants to Lowe's and Lowe's employses and indep ndent contractors the rfght t ke photographs of the Premtses where
Instellatlon Services will be performed and alI work performed at the Premises rel ted to this Contract,and Irre cably grents to Lowe's ail right,title and
Interest in and to the photographs for use In all martcets and media,worldWide,In p rpetulty.Customer authorize Lowe's to copyright,use and publish the
photographs fn pdnt end/or electronically,and agreas that Lowe's may useisuch ph tographs for any lawful purpo ,including,but not limited to,marketing,
advertlsing,pUblicity,illustration,training and Wab content By initialing h'ere,Cust mer agrees to the foregoing. [Cu'stome�to�fnftlaf to the laft].
V�(o��C�t�cqq�rt�encq�u�poS reasonable avatlablltty of Contractor a�ii/or any spec al Yr er orcu stomer ade Good(s)whlch ls antic(pated to be
_ W 3 V � ,[fill in date]. Estimated completlon da e is ��n 6✓�1U►'t S [}7�1 In dale].
Said eslimated substantiel completion date is not of the essence.A statement of ny contlngencles that would aterlaliy change said estlmated substantial
completion date Is as follows:
(If applicable,insert a stat ent of such conUngencles).
'hls.Colltract prOVldes that 811 clattns by Customer or Lowe's wtli be resolved by BINDING ARBITRATIO �Customer and Lowe's GIVE UP THE RIGHT
'O GO TO COURT to enforce this Contract(EXCEPT for matters tha�may be aken to SMALL CLAIMS C R'Ty. L'owe's and'Customer's rights wt11 be
letermined by a NEUTRAL ARQITRATOR and NOT a Judge o�Ju,ry,. Lowe' and Customar are�antitl to a FAIR HEARING. But the arbltretion
rocedures are SIMPLER ANR MORE LIMITED THAN'RULES APPLICAk3LE IN OUI�T.Art�(tr�tor•de�isio are•as enforceabte as any court order and
re subJect to VERY LIMI'IE�REVIEW BY A COURT. FOR MORE D&7!AILS:R view the sectlon titled AR RATION AGREEMENT,WA(V�R OF JURY
RIAL AND WAl{/ER OF CLASS ACTION ADJUDICATION found In th'e�Terms d Condttions of this Cont c�
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MILTON GAUGER
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�stomer Address
5154 19TH ST
C�tY State/�Provin e
ZEPHYRHILLS FL
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��� Product Approval �
't� . USER:Publlc Use�
Product Apvrova!Menu>Product or Annllcatlon Search> ll Lls > ppl/catlon De all
FL# FL16603
' Appllcatlon Type New
Code Verslon 2010
Appllcatlon Status proved
*Approved y DBPR,Approvals by OBPR s ll be revlewed and rat!(fed by the
POC and/or the Comm/sslon/f necessary.
Comments
Archlved (..;
� Product Manufacturer Pella Corpo t/on
Address/Phone/Emall i02 Ma/n S
Pella, IA 50 19
(64i)621- 096
pellaproduc pproval@pella.com
AL�tii��P�?�S�sALL CJ1�iFLY���TTH A.LI,
Authorized Slgnature TROY FARR PR VAILI�IG CGDES,FLORIUA LUILBI��TG
tbfarr@pella com CO E,NATIOi�1AL ELECTiZIC CODE A��?D
Cl`I Y OF ZEPH�'RHILLS ORDIi1ANC�S
Technlcal Representative TROY FARR
Address/Phone/Emall 18600 NE LKES ROAD
POR�TLAND, R 97230
(503)405-9 76
tbfarr@pella com -
-A„
Quallty Assu�ance Representative TROY FARR I`�`yv,����f��� �� � �+ z014
Address/Phone/Ema!l PORTLAND,N R 97230A� �TY OF� �'HyRH���S
' (503)405-9 76 L��S
tbfarr@pella.com .
�
Category W/ndows
Subcategory Single Hung
Comp/iance Method Certlficatlon ark or Llst/ng �
Certificat/on Agency W/ndow and oo�Manufacturers Assoc/at/o
Validated 8y Terrence E. L nn, PE
��l; Val/datlo Checklfst-Hardcopy Rece/ve
Referenced Standard and Year(of Standa�d) Slandard Year
AAMA/WDMA CSA 101/I.S,2/A440-08 2008
Equivalence of Product Standards
Certlfied By
Product Approva!Method Method 1 Opt n A
Date Submitted 10/30/2013
Date Valldated 11/OS/2013
Date Pending FBC Approval
http;//www.floridabuilding.org/pr/pr_app_dtl.aspx?par =wGEVXQwtDqs epnq4%2fSde... 5/2/2014
� . �
Date Approved 11/10/201
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__. ..��___..____...________.__..__...__._..._..�...___�.___.___.......___. .�._._ �.___.__._.._. _.__._..._�_v ---------------..._-I
�Summary of Products (
i FL# Model,Number or Name escrf lion �
I 16603,1 Pella 10 Serles S/ngle Hung W/ndo.w 6"x 90"Vln I Non-!m act Sing e Hung W/ndow
�LImlts of Use ertlf/callon Agency Certlf/ca � ;
i Approved for use!n HVNZ:No Li6603 RO C CAC CCL-411 hl-1032 36x90.pdf �
� Approved for use oufslde HVH2: Yes uallty Assurance Contract plration Date �
; Impact Res/stant:No 8/22/2016 �
j Deslgn Pressure: +40/-40 nstal/allon Instrucilons �
� Other:Conflgurat/ons of g/ass shal!conform to the current ASTM L266 3 RO II 1414. df �
j E1300 sfandard. Fixed check rall shall have Pella's contourshaped er/fled ey: Warren W. Schaefe P.F, 44135
'stee/reinforcement&act/ve check rall&active sash st/les shall reated by Independent Th/rd rty; Yes
;have Pe/la s"C"shaped relnforcement, valuailon Reports ,
L16603 RO AE 1414. df
i
reated b Inde endent Third �t : Yes ;
�16603.2 Pella 10 Serles S/n /e Hung Wlndow 4"x 90"Vlnyl Non-Im act Sing e Hung Wlndow
'LlmJts of Use ert/flcatfon Agency Certif/ca a
; Approved for use/n HVHZ:No L 66 3 0 C CCL-411 1-1032 54x90.ndf �
I Approved for use outside HVHZ: Yes ua/lty Assurance Contract E p/rat/on Date �
� Impact Resfstant:No 7/09/2016
� Deslgn Pressure: +45/-45 sta//atlon Instructlons �
Other. Conf/guratlons of g/ass sha/I conform to the current ASTM LI 3 0 II 14i . df �
E1300 standard.Active check rall, flxed check rall and active sash er/f/ed By: Warren W, Schaefe P.E. 44i35 I
�st!/es shall have Pella s contour shaped alum/num relnforcement, reated by Independent Thlyd rty: Yes
valuatlon Reports �
� LI 603 0 AE 1414. df i
reated b Inde endent Th/rd P rty: Yes
�16603,3 Pella 10 Ser/es Single Nung W/ndow "x 63"V/n I Non-lmpact Sing Hung W/ndow
�Limits of Use ertlfica!lon Agency Certifica e �
; App�oved for use!n NVHZ:No 16 R C C C L-4i1 -1032 54x63.i�f ;
j Approved for use outside HVHZ: Yes ua/!ty Assurance Contracf E plratlo»Date
! Impact Reslstant:No 7/09/2016
i Deslgn Pressure: +50/-50 I sla/latlon Instrucffons i
� O[her:Conflguratlons of glass sha!/conform to the current ASTM L16603 RO 11 i414. df i
�E1300 srandard. Active check rall, flxed check ral!and active sash erlfled By: Warren W, Schaefe P.E. 44135
i sti/es shall have Pella's contour shaped a/um/num�elnforcement, reated by Independent Th/�d P rty: Yes �
E aluatlon Reports �
i L16603 RO E 414. df �
� reated b Inde endent Th/rd P : Yes i
�
i 16603.4 Pella 10 Ser/es Sing/e Hung W/ndow 4 "x 73"V/n /Non-lmpact Sing/ Hung Wlndow �
i Lim/ts of Use C rflflcation Agency Certi�ca e
; App�oved for use!n HVHZ:No L266 3 RO C CAC CCL-411 H-10 2 48x73. df
� Approved for use outslde HVH2: Yes Q allty Assurance Contract E�p/ratlon Dare
I Impac!Reslstant:No � 7/09/20i6
� Deslgn Pressure: +50/-50 I sfallatlon Instructlons
' Other:Conflguratlons of g/ass shall conform to the current ASTM 16603 RO II 1414. df
�E1300 standard.Active check rall, flxed Check rall and active sash er/f/ed By; Warren W. Schaefe P,E. 44135
i sHles shall have Pella's contour shaped aluminum�e/nforcement. reated by Independent Thlyd P rty: Yes
'; E aluatlon Reports
1603R AE141 . df
� - eated b Independent Th/rd P : Yes
,i 6603.5 Pel/a 10 Ser/es Sln9/e Hun Wlndow 3 "x 62"V/n I Non-!m act S/ng/ Hung Wlndow
�Lfmits of e C rtlficatfon Agency Certifica ;
; p�ro_v d for use!n HVHZ:No 16603 0 C C CCL- 11- - 032 36x62. df �
: Approved ior use outslde HVHZ: Yes Q allty Assurance Contract E iratlon Date i
Impact Reslstant:No 0 /11/2016 �
' Deslgn Pressure: +55/-55 I stal/allon Instructlons
� Ofher:Conflguratlons of glass shall conform to the current ASTM 16603 0 11 1414. df
'.E1300 standa�d. flxed check rall shaU have Pella s contour shaped rlfled By: Warren W. Schaefer P.E. 44135 �
'steel relnforcement&acdve check rall&active sash st!/es sha// C ated by Independent Thlyd P rty: Yes j
;have Pella's"C"shaped re/nforcement. E aluatlon Reports '
16603 RO AE 1414. df �
C eated 6 lnde endent Thlyd P : Yes i
i
16603.6 Pefla i0 Serles Single Hun9 Wtndow 3 "x 73"Vln I Non-ImpactSingl Hung Wlndow �
�Limlts of Use C rtlflcat/on Agency Certlflcat I
; Approved for use!n HVHZ:No F 1 603 0 C CA CCL-411- -1 32 x73. df
Approved for use outside HVHZ: Yes Q allty Assurance Contract Ex Iration Dafe ;
': Impact Reslstanl:No 0 /09/2016
i Deslgn Pressure: +60/-60 In tallatlon Instructlons
; Ofher:Conflguratlons of glass shal!conform to the current ASTM 16603 RO II 14I4. f i
�E1300 standard. Flxed check rall shall have Pella s contourshaped V Nf/ed By; Wa�ren W. Schaefer .E. 44135
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par m=wGEVXQwtDqs epnq4%2fS6e... 5/2/2014
. �
�aluminum refnforcement&acNve check rall shall have Pella's"C" reated by Independent Thlyd arty: Yes '
i shaped re/nforcement, valuat/on Reports '
� L 6603 0 E 1414. f �
� reated 6 Inde endent Th1�d a : Yes
;
�16603.7 Pella 10 Ser/es S/ng/e Nung W/ndow 2-1/8"x 50"Vln l Non-lm act !ngle Hung W/ndow
�Limits ot Use ertlflcatlon Agency Certiflc te �
i Approved for use!n HVHZ:No L26603 C CAC L- 1 - - 032 52 125 50 df �
I Approved for use outside HVHZ: Yes ua/!ty Assurance Contract plratlon Dale !
� Impacf Res/stan[:No 7/09/2016 i
; Design Pressure: +60/-60 stallatlon Instruc!lons
; Other:Conf/gurations of glass shall conform to the current ASTM L16603 11 1 i4. �_
�E1300 standard.Active check rall, flxed check rall and active sash erlf/ed By: Warren W. Schaef P,E. 44135 ;
;stiles sha//have Pel/a s contour shaped aluminum relnforcement reated by Independent Thlyd artyr Yes ;
valuatlon Reports
L16603 0 E i414. df i
; reated b Inde endent Th/rd a : Yes I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par m=wGEVXQwtDqs epnq4%2fs6e... 5/2/2014
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CWE Ye�tON t4tSi0FJ2EB WI'M SfiE tlWAt4'iiON Wh5'iHAT IN iURCE AT ME iA1E // v� � o �,
oF tt�Evuw�+. w n�ew+r ov cooe v�on aav+ces/uaa�oe nv � . ! 8' �.aX. z.,�=�7
�E E4EHf t1t4i NEIY OR ADOtT10HAt.1}3Tfi�G 6 4buPlETFD ON i}tE� — _��__._.�_„ O W p.�ui r
PRO[MJCf.PRiOR TO STAIWG WDE W1�PLYNCE WI7H THE S7AlE T1E�u+7lFACNRFR ————— •�— ——� •- � �o i
9ULL COlRVLI WI7H THE INSfILAPDN EVALIJATHIN ENGNiEkR OF�1NAT TNE K t't
n�ssuuTars s�c�u�m+E-�+nr�aa�xr wm+n��t+ar�xr�usc. NO ANCHORS REQ'13- a �z���
cooE�wn�aa�F snwa�os nT Sti.L EXTERiQR ELEVAT10i�2: � ai�'�o�=
SINGLE WINDOW � �NZnm�
FRAME AI�lCHOR REQUIREMENTS TASlE sca�: 3/4'_ �'=o' � z3� �
OPENING 1YF'E FRAME TO OPENING F/STENER MINIMUM IAINIMUM �g�.�5
(saesrnnr� m�E oaeEO Eocf a�r. NOlE: FOR MAX. WINDOW FRAME
(�)FRA�lE SCREWS 61MENS10NS M1D ALLOWABI..E `�����R�*��'�`��i��� m a
MIN. 2X4 W000 FRAME OR BUCK pESlGN PRESSURE, SEE ,,�`�'�,,.......,,,33 �� ,� �v�
t10_ 10 SMS OR WpOD SCREVt i i J4' 3 f 4' ` P - y/ �' �? av �^
(��N. cR. 3 & c=a.s�) APPLICABLE FLORIDA AF'PROVAL ;��:� �n : c�:. � ,� �
MiH_ 18 6A 33 KSI ktEfPL STtlD N0. 10 GR 5 SELF TAFjDRSLL SCREYt FULi_ t J2' ��?z � q a'u3 r � '' crs �°z
MIN. 7/8'THK A36 STEEL N0. 10 GR. 5 SELF TAP/�RILL SCREW FUi� 1/2" ="�y-�:t,�j �'k r 's:Q' w �a-'
MtN. 7J8'TtiK b063-T5 ALUM. N0. to GR. S SEI.F TAAJDRiIt SCREW FULL 1/2" =2;�-' � '�a=�- � � ° �
^�•;Z `^�.•'�.:
C-90 CMUf?S0� PSI CONCRESE (�1 t/4' C6NCRE7E SCREW i ]J4" �' " d . . 'LS " �
(1)fRAME SCftEWS SI1aLL 8E PAN HEAp OR HDf HFAD SCREW M 6�•••,Y�~••���`` 1414 D
'-..�yt ,�P�Q.,•,.
(2}CONCREiE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-fLEX (S.S.), fiW ��
CMMSEf jRED HEAD TAPC4NS (C.S. OR 5.5.) OR NILTi }CWiK-CON ti (C.S OR S.S.)_ � oF 2
suasrruTE er oniERs
PER 'FRqME ANCHOR 3/8� MAX. SHIM °"�r'� oco�m e.:
REQUiREMENTS TABLE' F�E SCREW F�E�pTM su
PER ELE1/qT10N AT EACH ANCHOR ,,,�'��
- , nn".� ai.nro
. • SUBSTRATE gy OTHERS
: PER 'FRqME ANCNOR a
REQUIREMEMS TnBIE' ' SEaL SPACE WrtH L.pW
- EXPANSION FOAM
• - AROUND PERIMEiER �
�,.;<'?_;: �3/8' MAX_ SHIM AT OF WINDOW fRAME
EACH ANCHOR ��1E SCREW PER o �
EIEVATION �
SEALANi BY � � ,
OTHERS ' � o
•�c.
SEAL W� _ �
EXiERIOR w(TH LOW �_
D(PANSION � �..~_ ..._. .. g
FOAIA AROUND ' . : �•"';�
PERIMETER OF �;. _.;`':.:::.;::;` EXTEF210R
ANDOW FRAME ... "•:,` SEALANi BY OTHERS 3 z c�"�n
SECiION
o ^
SCALE 1/2 FlJLL 2 - � o F a �
3 p w¢o
a
a
z i
SECTION � � ���
1 c
SCALE: t/2 FULL 2 � � amr
IXfERIOR 1 S ov��
,,,� CONi1NU0U5 WOOD IAEMBER LESS IN SRE o a °��
' o iHNd A 2JL BUCK TO BE AIIN. 3 1/2' pEEp_ W N�
SEAL SPACE WfTH �= NOT REQUIRED WHEN
DIUENSIONS SHOWN �N SECTIONS). � �
FOAM AROUND
SEALANT BY � PERIMEfER OF --- W
� OTHERS WINDOW FRAME / SUBSTRl1iE BY OiHERS z �
- -- ---- :' • y„�•-,—PER "FRAME ANCHOR - _-�
' ' REQUIREA1ENi5 TABLE" �
�t/4 NAX. SHIM AS REQ'D '' ?.�: �
_ TO SUPPORT WINDOW SILL . '
'•� . 3 CONI7NUOUS BEADS OF S�M� ' � �� p
.,�� CONSit2UCT10N/STRUCTURA�qpHFSryE �TME� _
. . .::,'=.•. ..: . W �¢�Y
~SECTION � " za g�'
•`B, EXTFRIOR a �ME SCREW PER ELEyATIONS ° Wd��S
SCALE: t/2 FULL 2 & FR4ME ANCHOR � W�Eo�
REOUIREMEMS TABLE" � W Z��d
��R��
OPTIONAI_ DIRECT MOUNT DEfAIL
TO SUBSTRATE WfiH SPACER W �NZ�m6
(HEAD SECTION SHOWN, SIDES ARE INS7AI1Ep 7}{E�� � o��y �
(SILL OOES NOT APPL1�
(FOR DEfAIL NOT SHOWN. SEE OTHER SECTIONS) ��llifl�/ W
`��\ �//� �y d
,,,.��F�R.�`���y-. N��
�,P .•'r�� `'' .�t���i a
��j:t�i M tL 6�i � e�uciiz
��72 � �O:J W ~aW
=3;v e�} a o�2 " 3a
;y•'� C ae��;•O
��,,t z '�� 3
• ��'6'd',y,� �p 4�4��� orx�mHC No. Rtv.
1414 D
• • sNCCr r,o.
. 2 oF 2
_ _��__"�'.��'������0 �..�.� .�...�...v 1lL�.V 1 VL L.
; r
��i Product Approval .
� �USER:Pu61/c User
Pr.ad�rct.Aanr2r.a1_Msnu>Pcoduct..o.r..AanGca.t(on_S�arc/A>AQn11�a.tlon..l[st>A catio eraU
FL # fLi1372- 1
Appllcation Type Revlsion
Code Versfon 2b10
Applicatlon Status Approve
Comments
Archlved �;
Product Manufacturer Pella Corp ratlon
Address/Phone/Email 102 Maln t,
Pella, IA 02i9
(64i)62i 6096 ALiL��1Q �
pellap�od ctapproval@pella.co���U 7 �I,SFT,�j,�C
A�L ING C� �R��LY 6VIT�ALL
AuthoNzed Slgnature TROY FAR CODE,N,�TIp`,�ADES,FLOR���� ��
tbfarr@pe la,com �ITy .��l�Y ELE('T�jc CO E AD�
OF� RFIIL�,S
Technlca/Representative Alan Hugh s O���Q1�'�FS
Address/Phone/Emall 2000 Proll e P/ace
Gettysbur , PA 17325
(717)338 1165
hughesa/ pella.com r-
R��.Gj
. l�;'�� A
C) ����)"�
QuaUtyAssuranceRepresentative Al1:Zargha 1 r�� �, ' � �`IU
Address/Phone/Email 101 Ma/n t P ��-�'�'-'r� � � �
(641J 621- 000 ���S �X'q�./�r �� �'�S ? �
zar hamla ��
g pella,com �
Category Wlndows �
Subcategory Muldons
Compllance Method Eva/uatlon eport from a Flor/da Reg/stere Arch/tect or a Licensed�lorlda
Profess/ona Eng/neer
`Ii Evaluat on Report-Hardcopy Rece/ve
F/oNda Englneer or Architect Name who deve/oped the Warren W. chaefer, P,E,
Evaluatlon Report
Florlda Llcense PE-44135
Quallty Assurance Entlty Archltectur I TesNng, Inc,
Quallty Assurance Contract Explratlon Date '12/31/2014
Valldafed By Terrence E. Lunn, PE
�_�!; 'Valldat! n Checkllsr-Hardcopy Recelv
Certlflcate oflndependence FL11372 C01 certlficatlon oflnde end nce, df
Referenced Standard and Year(of Standard) ta a �
AAMA i01/ 5,2-97 1997
AAN1A i01/ S.2/NAFS-02 2002
AAMA/WDM CSA 101/I.S.2/A440-05 2005
Equlvalence of Product Standards
Certlfied By
SecHons from the Code
,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pa am=wGEVXQwtDqvI SK15SV�ldz.., 2/27/2012
1 1V11LL0.1�LLlllllllb' VVUG V111111Ci • wb.. .+ va ..
,+1�
N
Product Approval Method Method 1 ption D
Date Submltted 09/12/2011
Date Validated 09%i8/2011
Date Pending FBC App�oval 10/12/2011
Date Approved 12/06/20i 1
,. ._..._�...._____._..�._.._.. ........ ..__...._.._._.. ..... .�.. ._� _. _..._._�__..�.....�.......... ..�....�_....---.�... ._.._.. ..�...._..__.�_.__._......_...�_..._..-----�._—.._._._.�____�---___�_......�
jS oi Products
' 'FL#' Mode/ Number or Name bescri lfon
�
i 11372.1 Serles 10 Vertical Mulllon Vertica/Non-lmpact mulllon Se /es 10 Single Nung/Plcture
j W/ndows
L/ of Use installat/on Inslructlons
pproved for use Z:IV FL 13 2 RI II Drawln i61". f
Approved for us outs/�e HV Z: Yes Verlfled By: Warren W. Schae r, P.E, 44135
� Impacr Reslsla :No Created by Independent Thlyd Party: Yes
� Design Pressur : +65/-65 Eva/uat/on Reports
' Ofher:Thls mul lon system not approved for use/n the Hlgh FLIi372 Rl AE Evaluatlon r ort WS145. df
iVeloclty HurNcan Zones HZ). MuIIlon Assemb/y,pressure and Created by Independent ThJrd Party; Yes
I Installatlon requlre n s are to be as speclfled!n the attached
j drawing No. 1612.Job�equlred des/gn wlnd pressure shall be
�calculated in accordance w/th the F/orlda Bulld/ng Code Chapter 16
i and ASCE 7 Minlmum Des/gn Loads fo�6ulldings and Othe�
Structures.
http://www.floridabuilding.org/pr/pr_app_dtl.as,px?p ram=wGEVXQwtDqv LSK15SWldz... 2/27/2012
,�„FNERai NOSES: iAULtiON
TABIE 1.0 .,� °`�°�°'
i. n�sE wwor�srsroa euve e�n�.nto.�urz�o e�orvaoveu�oa CENiERUNE "O+`-,s A`imiae
oEVCrr paem�.s uoT ro occceo nwsc s„rnm a��rt-K�«neu�arswn (SINGLE HUNG TO SINGL.E HUNG�
PRES9IRE TABIE(5). A� �.
2 d°£}IISX'S,. BUCWNC Q BtiC%IMG FAS7�{tl6T BE PRfFF70.7 AE9CMED -�^ NU ILION MAX{FAUt.i COAD ACLOWASCE � =
�arsrnu.EO m ianr+sEn wum co+ns+ROU's++e H+rmrnvs nr+o n#�z SP� w�DTH PRESSURE 8
uuwoNS ia n�E t',tRUCCURE. wINDOW wINDOW
a uui.uor+s a�vns��xs swu.ee'"�ccorro�wirn n��ouaww�s CENTERUNE CEMTERLINE (IN.) (IN.) (+/- PSF) �
g SNNy NOT V/�A7 UNESS SPEOFIVILY Mk:N'110NED ON iNE OMM7NGS. �+
y£p.�u�rcoa�o m a�w�,swu ee eEtarm w�cs.Fl�+s�+oa 55 23.8
szucco, -----�----- ---------- -------
�----- -- --7
s. 7iiESE uuwWU S'SiE+iS wNE BFFl+otSGnEB tx tCCOao+NCE vnTH u� 1 I i � 53 24.� �
YEET 7HE AEUUGIE'NENIS OF TNE RIDLd�BNtA�NC CODE(F�C)i0R NCiN-NICH � 1� � 47 Z�.9 ? G
vELM11Y HUNfavNE 10t�s tIM+2)• I // I I � 1 SERtES t0 43 30.4 � �
5. '1NE5E YUWONS 1AE NON-14Pd[T RAIED.OPFt+fNGS M WNlQt THESE
uuiz�a+s+�E etirc'�v uasr aE sEe,rm+EO,.m,.+1aao�m�E taa�m � �lt E THE�tt�ASTaR 90 � �
sntm�7t rrt�aEamffn er coa�. � I << I � SiNGtE HuNG 37 35.4 � �
s. .u,u+aons seamwc uuwa+ro va�mEnr¢o eucaa oa K000 i �� � W�NOOw UNDER 3t a2.2
fHAwNG AuLL 6E cr�PABtE OF RmmHC coaROSar+C.AU�o er ttlE I I I � � �
v�ssua��n+c a+EY�wS w n+e�roao. $EPERA7E 27 48.$
7. OEi6ttaHE�FlE P09iHE k xEC.a3ivE 4F5�X+wADS SO usE vttif7t ! AI 1( � APPROVAL t9 fi5.0 c -
�ipt�iti�SE�as�EMS w K[O�ttCE wm�T�tE ar�tEar+wC C66E o 1 I I �' z t
N FOR �
WfiH iHE FlDR1W Bl7lDiNG CWE A U�CTqN�lJ1Y FAGTOR OF Kd�O.BS WY '- III I S� 30.4
EE APPtJEO eEtz n+E wSCE 7 Sru+oenn. � I � !1 � I
a ero xu3o ouiur�a+Futna aa�wsE w�uawpaE serss ews BEO+ 47 34.3 3
�a+
�N��T10N����. m i Ii I 43 374 0
A IM7fRUlS.MiQ.UDWG BUT N0T IAAiEU TO S�EEL SCf1fw5.i1Ni COYE�NiO $4
CONfACT W�iH O1NER 0�54uAAlt w1ERloLS'S�wl uEET 1HE ttEOUrtkEUE7t15 OF w I I I � Z
iQ.O 7�0 TNE��StC OP WR wiVMEt7GE ZME ta7lttOtaS SitQWt+NEApN ME � ( f 3 f �f ; 31 51-9 c.i Z C�.)e+�i
IXIKItY tS9JFiED 9Y A MWQ+�.SIA(E+taPR�7JE6 CF7fiFiCAilONI04 EMttt& Z � Q n
cwwa. I t t 1 2� 59.6 �5��
4u�u.ee ueaE7�w�cmaUU+ce wm{n�Fac am n+E sr+-3 fl.owo� a I lyl I � a rn
9ua0u+c cauuu'a�+svEUFlranoxs. n�E5E ow�wr7G5 sr+ow ai/3"PUCABI£ �n � I I � t9 65.0 cJ o w 4°o
El.E�A110N.C0�8ML1iqN.IN5W1Ai�Oq&CqN�PRATIVE ML�LY5�5 CONW11QN5 AS
a�nur+m�rmucx�sn�n o+cu+�rawc truKnat.�wurns. �nn�r+ z a 55 43 t a a� ,,
�r sc�tl.sE c�rmJtmu+cE wmi'tt�SE oRam�+GS.tNE ° S i S � � �-'<5«�
� / o0
wnnuFncnm�rs'S owim n�uw+ce svECC7GinNS k rfSnNG aEaotm. j I � I I // i a7 48.1 c� U a m r:
».ceantxwrioN a n+�w�uror+s srwi.ee mngaa�o wm ia tt�r u� � � f I I � I Z S o�n..
aFSnRSUE a+�'cxsr a�uessnttID er mrociE m+�at ztcw� auctNSCn X { 1�1 � 75 43 52.6 � Q oo��
coe+'rtencr�oa��+cm em+wu�+r uiszx.unars. � i t i S 39 58.0
N�
t � ii � i �z�
�
4- I I i � 3t 65.0 N?�
uuu,roH��r,acoa�vniwmn 6 a�o on r�e sravoartos azmtoR t t t 1 53 52.8
inrro2uAna+a a�snis fna+�vatx�E�sr�vaer+-. n+E rtawa � �i ��
LQ� I FOR "1.0A0 WIDTH", SEE TABLE 7.0 I 68 4� 59.5 °��
euaAU+c caoE vExsox camu�m xmi nie Evn�wnarv w�s nur w (LOAD WiDTH = (A+8)/2) 43 65:0 w a rn
P4f'�E�r n+E-rneE oF nk EVnuunon. n lv�-EYFM oF cOA�vfRSa+ I I �� z°m
CqhiptEfEpf u OH'iH£ `RfftFfNGEO PR�UCt.P�R TO StAIWG COQENG 75 i �� // , �� $3 57.9 �M1.
cquPtsar+cF rmN ncE sw£,txE wattifnCnra�s+vai.ta+�rau w�tt+n+E � j I i /// � 47 6S.O tn� W tD �
EVNJINTON ENGNEER OF RECOFO TNAT 7NE INSfALLA710�SPELIFlED�E-M I I I �� � 56 53 64.1 �C1 ZvF�Y
na�cuwprr wm�n+�n�r+a�rrr rESmue.cooe u+o�raua�t.E I 1 52 65.0 �z o
srw+c�os- rn� Z ���
___.�__-_ I a
�------°--- ^ -------- ^--"'-----� L+4?fS: ¢¢ wa,-_�
ti.'S72E vuttES w TtB�E rJYE+/-ti/z' �c> a�'^S
� 2 iHE L65IIi CI�'TE VRFSSiJR£S+Owu W lH5 Te61.f �/- � o�i
ALTFRNATE MICHOR%SIJBSTRAIE EVALUAII N NOIE' � di 11+E�utovrret£�siaTm w TNE wwWa+' �} Wz�an
ALL ALTERNATE ANCHORS IN THEIR SPECIFlED SEE �AIUWON ENO CUP ASSEMBIY& ��aac�twu swu cormtoc ns aczowne�� _�yxv
SUSSTRA7ES HAVE BEEN PNALYZED iN ACCORDAt�C£ 1NSFA12ASIO�S DETAtCS"ON SHEEf 4 FOR CUP
WiTH THEIR APPUCJ+BLE SiN10A3tD S AND ARE f0UN0 ANCHOR RE�UiREMQdPS /��. AT HEAD k Siil, z°R���0R�C°NDm0N5 BErv+m'n�o� `"N y��>
�� l'�' � S1LL'MN WY 9E�N1ERf'OIAIED. � Z n
TO BE EQUfVALFN�TO OR STRONGFR TI1AN iHE pCTERIOR EI.EVA710N:
ANCHOR(S} USED IN 7ESi1NG W(IH THIS PRODUC7. '��'�� `
SING�E HtlNG TO S1NGt� titSNG �3as
SCA�E: 3/4' = �'-0" �•'�����
����.
(THERE IS NO UMR ON 7HE NUMBER Of WINDOWS 1HAT MAY BE COMBINED ''�F`/`�� �ti�' .,_ a
FidRiZONTN.�Y 1NT0 6NE OPENSNG PROVIDtkG THE OPENiNG t5 DESl6MEp TO _�"�k= L� '�!�+� o W�
--.a:2
$UPPORT ALL LOADS TRANSfERED fR0?A 7HE WINDONS&1NEIR MUU.IONS) ;�'-�. �.''�.. Q 6u'�� Q ��
=s>�. �.y� � �: `-' Mz
'y'' F fi` � � �.;
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, - «�.��o. �.
1612 A
s+tFr No.
,i 1 � ¢
TABlE 2.0 °'�"�' °`�°°"
.a, ti.:
' �IUWON
(SINGLE HUNG TO PICTURE) ��-�� a�
GENTERUNE MAXIMUM ��MttM �6Ap AL�OWAB(.£ �
btllt.tlON
`A" ---'B` Sp� WIDTti PRESSUR£
WINDOW WINpOW (IN.)
(IN.) (+/— PSF) �
CEtaTERUNE j � 1 1 CENTERLINE 53 24.2
------ 45 273 $
�---------- ---- ---------- ---------�
I I I I 39 30.7 �
SERIES 1fl t
f 40 37 32.t
' // t t ! 5£RtES 10
THERMA57AR t j i�t � ! �}{�R{�TpR 27 42.6 :
SINGLE HUNG � � �� � � PICTURE WINpOw 19 593 �
WINDOW UNDER � � � UNDER SEPERATE 17 65_0 �
SEPERATE 1 lt � APPROYAC 65 3e Gt�EATEft 27_I ¢
APPROVAL I A2 II �
4 I
53 .30.4
�'+ I I'I 4 45 34_2 3
q i � i i � I $4 39 38.2 0
I �� � 37 39.9 ?
W t f it 1 2J 52.7 � ov�
w
�' I � Ii t 79 65.0 � ,�3��
a 1 I�I I 65 & GREATER 40.1 v o w�¢o
�n I 61 40-8 a �� ,�'
! tl I
a S I�I t 53 44.2 .'t 4°��."��s
J I I I I 75 45 49.1 Z S��n
� I / ll ! 39 SSA = �°oo�^
a 1 !�1 ! 37 56.9
� � � i� � 30 65.0 �o W
I I I I S8 dc GREATER ..� 62.2 ?��
� fA�.�
�. t t S i S2 .. 53 � 63-3 �>
' j i 1 j 45 65.0 °�.�
� FOR "IOnD K7DTH", SEE TaBLE 2.0 I � �`�� & +��+T� 65.0 tn a
� (LOaD W1DT1�1 = (A+8}f2) e+ wa rn
1 I i.92E vnuYes w'UStE axE+j—�jT �� ?m �
� / �� � 2 SHE 1FSSf7i Of StiE PRFSSUf�9KKM kl 1M5 TPBtE N Z w —
/ I I � oa'ME�unw�lE PRFSSU6E SrAtm w iNE wwWnvs �p W a
j � II / 1 'c++E'�IDnacY5:1VA1 9iAi1.CONiROL AS N10wnBl£FOR �Z ���^+
rti
j il � y axESSU�ES sat ste mrtpmas BEIwEEN n�psE ¢¢ �¢��•,
�
�_ _ sttrnm uav eE wro�ou�En. �c� a g�X
-------- -------- - - -------- -------- -
`'� �> �z��r
S�E'AIUtllON ENU CUP ASSE3A8LY& s��xx
INSTALLA7i0N DE(A1LS'ON SF1EEf 4 WR GJP �aii��q
ANCEiOR REQUIREMENTS (fYf'_ AT HEAD &SIU.). �
t�t�:�.�.�,,,: y3c°i^a
�R�a� ���va�nos�- :`' � �,���-., x
S(NGI� HUNG TO P1CiURE WINDOW ��``�`"��.•�..#`��.rb,. ���
�.z.,w ch L �::,Jh+: W
SCA4.E: 3/4' - 1'-0' ��CZ;�e � fl G n;
{iIiERE tS NO UM(T ON TIiE NU?A8Q2 OF WiNDOW$TtiAT llkY BE COFA81NE1? -�:� �!- � �?��' W�,
-s,:a' �-� t- �s`�`s", z �
NORlZDNikIl.Y[NId dN£OPENING PRONpiNG THE OPENiNG 15 6EStGNED TO ^,�.,, � .� p-... �o
�.y:.:.�! O F- v:"�:
SUPPORT AI.L LOADS 7WWSFEREO FROM THE WINDOWS & 7HEIR MUU.IONS) �_�y c,��-:�� c� va
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S11Fk7 NO.
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TABLE 3.0 °'"""�" °`°��"
.,,�. .,s
(PICTURE TO PICTURE WINDOW) "°�=�• °""
MUWON
��
CENTERUNE MAXIMUM ��MUN LOAD ALLOWABLE "
MULLION �
"A" -g- SP� WIOTH PRESSURE
(IP7.) (IN.) �+I- P5� L
WINDOW WINpOW 39 25.0
CEtaTERUNE CErIiERUNE " 3� Z6 Z �
�--------- ---------- ---------- ---------� 96 27 35.0
� �� i 18 48.7 0
� / �I� / I 7HE MI�STpR 53 2a.2 �
� � �� I i PICTURE WINDOW 45 27.3
� �� � UNDER SEPERATE 39 30.7
� A3 I I I 27 42.6
a I
ri � 4 �I� � � 19 59.3 0 z w c'�i
w I II 77 65.0 0 ov�
� I I II I � - 61 28.0 � �a`o
w � II j 53 30.4 W azaa.o
N � I I I I � 45 34_2 � o o ti n
� �� I 84 39 38.2 � �'�m^
N j � �I� � 3 7 39.9 a �o N�
� Ii � � 27 52.7 df ao°��
o � �I� I 19 65.0 c� ��
J I II I 75 dc GRFATER 38,g j
. � � II
� � I I � 61 =
� � 53 44.2 �p�
- � � I I 1 � � 75 45 49.1 z�Z
. a � I II j 39 55.0 0��
� I I I � 37 56.9 �-�
� 30 65.0 rn¢
I I I I 62 & GREATER 61.9 W a c�o
I FOR "LOAD WIOTH", SEE TABLE 3.0 1 �� Zm
� (LOAD WIDTH = (A+B)/2) � 62 53 63.3 N Z W� �
45 65.0 O W<
I �Z z���N
I / j j j � 60 60 dc GREATER 65A N J Z i��
. -
I I I � �wauES w Tae�w�r/-i/z' �� �a�o S
2 7ME LFSSE3t OF 1ME flit3SlME StqwN c/iM5 T/ffiE
----� oa n+E nttnwnets a+awr�srnTFD u+tf+e wwoows =w 4="�'
--------- -------- - - -------- ----- „
( 1 �Nav�oun�u�wzwa suu cur+rxa as ouarr�Fna �-> '�-e "
� n+E uuu£o tmm. _��=yi
3.PRESAIPES FbR 97E CONO(f10D6 BEfWEIN i1lOSE V�0 0 a
SEE"MULLIaN END CL1P ASSEMBLY k saxN unr ee wr�poimID. �'�N°�
INSTN1AilON OEfAIIS'ON SHEEf 4 FOR qJP �3 0"
ANCHOR REQUiROAEMS (TYP_ AT HEAD &S1LL�. V a
EXi'ERIOR ELEVATION:
�3�
PICTURE WINDOW TO PICTURE WINDOW .�•�� W
m • d
SCALE: 3/4' = 1'-0' �� �,���' �
(THERE IS Na UMR ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED ;�`��'� �� o `��.''-Y'
HaRIZOFITALLY INTO ONE OPENING PROVIDiNG THE OPENING IS OESIGNEp TO ��:.'o� M �+-:,,`�- � �"
=`�� � w o_�.�. _ No
SUPPORT Al1 IAADS TRANSfERED FROM THE W�NDOWS k iHEIR MULUONS) • z
- "a+ t`i -� �i�.
_;,• 4 C i<: w 3w
_ .U g� ' U a
��'s o vi�'�'.
r' �db44 z /�� 3
. '-y�� ...�,�•
y �¢9� OHANINC NO. REV,
.. T �6�2 Q
/1 �EEEr N0.
. 3 0� 4
, z
�.T: �a.:
N0. 10 % 1' SMS �'�" °'"''s
EXTERIOR ftOi° o+*e
� � SCREWS (a PER CLIP) '-' °fR°ro
B � e a
3
EX1EFtI0R SEIV.ANT BY -
OTHERS � �
N0. 6 X 3/4' 3
�
SELF TAPPING 2 r MAX. 7/B"THICK W
SECTION A�
SCREw wfiH 5' SCALE. ��2 FULL 4 _ _ SHIM PLATE WHEN REQ'D BUTYI, SEALANT Q
OF CORNEFtS k _ 2 PAD �Z EACH �
MAX. 16� O.C. (�NGLE HUNG TO SINGLE HUNG) MULUON ANCHORS PER 'FRAME END �OCATION) �
- . '-' • ' •-• ' ANCHOR REOUIREMENT'$TABLE'
� Z - •� - - - ''`.- 4 P IP 7 g
WINOOW WINDOW SEALANT BY OTHER$ BEF{IND SUBSiRATE BY OTHERS PER 'FRAIAE
p� MULLION END CLIP ANCHOR REOUIREMENTS TABLE`
� � N0. 6 X 3/4" SELF MUWON END CUP INSTALLATION DE�'AIL cormNUOUS Z o o �M
�J TAPPING SCREW WITH 5� Of �
��� CORNERS k MA7(. t0' O.C. SCALE: t/2 FULL BIJM SEAI1stT Z ¢ a-m
EX�Ett�oR �WoN)P� MULIJON EN� CUP � a za°
N0. 6 X 3/4" � �
� p pc�n
SE1F TAPPIfVG MBLY DETAIL � � ��h
SCREW WITH 5' EXiERIOR SCALE: N.TS. � a� �
OF CORNERS & a S oN n
uax. ,s' o.c. SECTION ,� Z � �.soo U � N�
, SCALE_ t/2 FULL 4 3 1 100 � �
� (SINGLE HUNG TO FlXED) CONTINUOUS W =
' IN S12E Tww A 2X_ BUCK TO BE �'S� �O W �
OiHERS MIN_ 4 7/Z' DEEP_ N0T REOUIRm 0.500 (lYP.) Z J Z I
' WHEN SHIN SPACE IS N7THIN �' u»�
. N0. 6 X 3/4' SELF ALLOWABIF OINENSIONS SPEqFIEO o�_
TAPPING SCREIV WfTH 5' OF _ IN CIIP fNSTALLpTION DETntL Z_75p -��
CORNERS & MA7(. 70' O.C. _ ! _ •- _ _ '- � •. • . (iYP.) wd rn
. �. . .. ��
SEAINJT BY OTHERS.BEHIND . I' � � ��
IAUWON ANCHORS PER Z W m
A�UWON END CUP "FRAME ANCHOR � QZ z�¢��
SUBSTRATE 8Y OiHERS PER 'FRAME REQUIREIAENTS TABLE" Za g�•
MICHOR REOUIREMENTS TABI.E' (4 PER CIIP) -T- a¢ w •�,�,'�,
Exr�tioR z OPTIONAL DIRECT lAOUNT DETAIL 0.876 ° ° w� wa���
SECTION � TO SUBSTRATE WffH SPACER � ° ° �> Wz�$n
scr,�: �/z Fuu 4 ��=_�'
(FlXfD TO FlXED) � ��Z°g��
�3V �
MUWON END CUP ANCHOR REQUIREMENTS TABLE �
CUP SCREWS I— --� " �3�
1.876
OPENING 1YPE MINIMUM MINIMUM . ,� ^ a
(SUBSTRATE) CUP TO OPENING FlSTENER 7YPE �8� �� p�� 0.080 `������� , N W�
Mln. 2x_w00D FRAME OR BuCK �y� ° ='
�2.060� ��.E�:'���?��' c�
N0. 10 SMS OR WOOD SCRFW 1 1 4' 3 4' �r �'-
(MIN. GR. 3 & G=0.55) � � 2.980 0.060 � ��,::'p, � =y`_ �' �d
MIN. 18 GA 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULI 1/2" � 0.810 „'�„�-'..'�.��� � Q=� �
MW. 1/8� THK IlS6 SfEEL N0. 10 CR. 5 SQF TAP/ORIU. SCREW FULL 7/2� --�T� � "� ~ �=�''
MIN. 1/8"iHK 6063-TS ALUM. N0. 10 GR. S SELF TaP/DRILI SCREW FULL t/2" �293 O MULL CAVER �� '' � �o�, �6
r C-90 CMU/2500 PSI CONCREfE (�1 1/4" CONCREiE SCREW 1 1/4' z- Nm 4'SZ�--=�'b;; z ��y.2= 3
�.�. zS- ORAWWG NO. RtV.
(1)CONCRETE SCREWS SWUI BE ELCO UITRACONS, 0.00 CRETE-FLEX, fTW RAMSEf/RED OO M � N O3 MULUON END CUP �"•� ?�E��3'�� �6�2 A
HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). 6067-76 ALUA�INUM •• ��No.
6067-T6 ALUMINUM 4 � 4
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