HomeMy WebLinkAbout14-15673 ; CITY OF ZE HYRHILLS
5335-8T STREET
(sis)� o-oozo 15 3
BUILDIN PERMIT
PERMIT INFORMATION LOCATION INFORMATION �
Permit Number: 15673 Address: 39050 6TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-0030-00100-0300
Improv. Cost: 2,183.58 OWNER INFORMATION � `
Date Issued: 9/23/2014 Name: TRUAX„ SUSAN
Total Fees: 75.00 Address: 39050 6TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 9/23/2014 Phone: (813)695-6112
� Work Desc: REPLACEMENT (3)WINDOW UNITS & 1 DOOR SIZE/SIZE
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS I C BUILDING FEE 75.00
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Ins ections e uired
FOOTER 2ND ROUGH PLUMB MI C INSULATION CEILING
FOOTER BOND DUCTS INSULATED SE ER MISC.
ROUGH ELECTRIC LINTEL MI C MISC.
1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC.
DUCTS INSTALLED WATER MI C DRIVEWAY
PRE-SLAB SHEATHING MI C. MISC.
CONSTRUCTION POLE FRAME MI C. MISC.
REINSPECTION FEES: Reinspection fees will comply wi Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following rea ons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not ade when inspections called d)work not ready for
inspection when called e) permit not posted on job ite fi) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this property that
may be found in the public records of this county, and there ay be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obta n financing,consult with your lender or an attorney
before recording your no ice of commencement."
Complete Plans,Specifications Must Accompany Appli tion.All work shall be performed in accordance with
City Codes and Ordinances. N OCCUPANCY BEFO C.O.
�R�° �--�—�
CONTRACTOR SIGN TURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS W THOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 OUR NOTICE REQUIRED
PROTECT CARD ROM WEATHER
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City of Ze hyrhills ,
BUILDING PLAN IEW COMMENTS
Contractor/Homeowner:
Date Received: � � —
Site: �J�U S+� �o T'+'►�'�
;� Permit Type: � Gt�r�� '�(�- � �C'�C..'�
Approved w/no comments• Approved w/the below c mments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or pl s. '''
', ,
-�3�
I�� Kalvin Swi –Plans Examiner Date Contractor and/or Homeowner
� (Required when comments are present)
IBuildingDe artment �P�R,� h �1S
'Y1- - d C.!a
Date Recelved — �`� 2 �
Phone,Contact i�r Pe ittln - a �
Owher's Name J �A,sJ �. F}?( Owner Phone Numbe �l� - �o`� S-�� l�2
Owner'sAddress �gO,sO �,�1�,, �� �-�,�tlS �L OwnerPhoneNumbe . �
33s�r2
Fee Slmple Titleholder Name Owner Phone Numbe
Fee Stmple Tttleholder Addreas '
JOB ADDRESS � 6 O� ��� (-�t�� ZePG►2.y ��i�S F(, '�"?�S 2 LOT# ��
SUBDNISION �2Y��!IS ���.��n� PARCEL ID# Z'2�O`�� '��3 '0C� �O� " 0 3�O
� (OBTAINEO FROM PR PERTY TAX NOTICE)
WORK.PROP03ED e NEW CONSTR B ADD/ALT SIGN Q Q DEMOLISH
IN$TALL RE�PAIR�
PROPOSED.USE Q, SFR Q COMM OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q
DESCRIPTION OF WORK I r I �G9 2 11 S r'?� ss
tL �9oy,6
BUILDIN(i SIZE SQ FOOTA(3E� HEI(3HT FL_} � t S 2, 3
,
Q/'3�UILUINC3 $ 2I 3 ,Sg VALUATION OF T AL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROG ESS ENERGY Q W.R.E.C.
QPLUMBINO $ . � �3
� ��
[�MECHANICAL $ VALUATION OF M CHANICAL INSTALLATION
[�GAS Q ROOFING Q SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE REA QYES NO
G �-,�;d 1�„"Z=
BUILDER `' �/ln y" � ' COMPAN �(.ow-eS _l-�oMe, CeNT�2s �a�l c.
SIGNATURE �r �`�� � REGISTERE Y/ N FE CURRE� Y/N
Address p Qp� � � q� 2�A��`� �L�7� Licens # ��oL Sd � �
ELECTRICIAN ' COMPAN
SIGNATURE REGISTERE Y/ N FE CURRE� Y/N
Address Licens #
PLUMBER COMPAN
$IGNATURE ; REGISTERE Y/ N FE CURRE� Y/N
Address Licens #
MECHANICAL- , COMPA
SIGNATURE � Re�isreRe Y/ N FE CURRE� Y/N
Address Licens # �
OTHER COMPAN
31GNATURE � REGISTERE Y/ N FE CURRE� Y/N
Address Licens #
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bulldfng Plans;(1)set of Ener y Forms;R-O-W Permit for ew construcUon,
Minimutn ten(10)worfcing days after submittal date. Requlred nsite,Constructlon Pians, tormwater Plans w/Silt Fence Installed,
Sanitary�FaGllties&1 dumpster;Site Work Permit,for subdivlsi nsAarge proJects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety P ge;(1)set of Energy Forms.R-O-W Permit tor new constructlon.
_- � . ,__Min(mum ten(_10)wc+rking_days after submlttal date. Required nsite,ConstrucUon Plans, tormwater Plans w/Silt Fence Installed,
Sanitary FacilNles&1 dumpster.Site Work Pemift�fo�all naw p oJects,All commerclaE requi ements must meet-compllance - -__ _ _ _�
SIGN PERMIT Attach(2)sets of Engineered Plans.
••'•PROPERTY SURVEY required for all NEW construcUon.
Dfrections:
� FIII out appllcation completely.
Owner&Contractor slgn back of appl(cation,notarized
If over 52500,a Notice of Commencement is requlred. (AIC upgrades o er E7500)
'• Agent(for the contractor)or Power of Attomey(for the owner)would be some ne with notarized letter fro owner authorizing same
OVER THE COUNTER PERMITTING (Frorit of ApplicaUon-Only) �.:
Reroofs If shingles Sewers , Service.Upgrad'es' A/C ;Fences;(PIoUS rvey/Footage)
Drlveways-Not over Counter if on:public roadways:.needs ROW ;,
. � ,
NOTICE C1F DEED RE$TRICTIONS: Ths underslgned understands that thls permit may be subject to"deed"restr(ctions"
which may be more.restrictive than C unty.ceguia#ions. The undersignbd assumes responsib(llty#or complianee wifh any
appllcable deed restric#Ions. •
UNL:tCENSED CC?NTRACTC?RS AN CaNTRACTOR RESPONSIBILITIE3: if fhe owner has hired a contr�ctar or
can#ractors to undertake wark, they y be requlred #o be Ilcense� In accordance with state and tocal regulatlons.°If fhe
cantractor ts not licensed as require by law, both the owner and contractor may be cfted for a mfsdemeanar vlolatlon
under state law. If the�owner or inte ded con#�actor are uncerfain as to what licensing requirements may appiy far the
intended work, they are,advEsed to ca tac#the�Pasco County Building Inspection Division—Licensing Section at.727-84�7-
8009. Furthermore, if�the awner ha Mired a can#ractor or contractors, he !s advfsed to have the contractor(s) slgn
po.rtions of the "contractor Block" of# is appiication far which they wiii ba respansibie. ff you, as the owner slgn.as the
contractor, that may be an indicatlon hat he Is not properly (Icensed and is not en#itled to permifting priviieges�in Pasco
County. t '
TRANSPORTATiON iMPACT1UTii.i ES iMPACT AND RESt3URCE RECQVERY FEES: The underslgned unde�stands
that Transpo�tation Impacf Fees and ecourse Recovery Fees inaY apply ta fhe construction of new buildings, change of
use in existing buildings; ar expansia. of existing buildIngs, as specified in Pasco County Ordinance number 89=07 and
90-07, as amended. The undersigne also understands, that such fees, as may be due, wi4! be identlf�ed at the time of
pe�mitting. It (s further understood t at Transporfation impact Fees and Resource Recovery Fees must be paid pf4or to
receiving a "ce�tlficate of occupancy" or flnal power release. If the project does not invo(ve a certificate of occupancy or
finai power release, the-fees must b paid prior to permi#.issuance. Furthe�more, ff Pasco County WaterlSewer Impact
fees are due,fhey must be paid prior o permit fssuance in accvrdance�with applRcable Pasca County ordlnances.
CONSTRUCTION UEN LAW(Chapt r T13, Florlda Statu#es, as amended): .If valuation of work is$2,500A0 or more, i
certify that I, the appllcant, have b en provlded with a copy of fhe "F(orlda Construction Lien Law=–Homeowner-•`s
Protectian Gufde" prepared by the FE rlda Depa�kment af Agrlculture artd Consumer Affalfs. If the applicant Is someone
other than the"owner°, I certify that i ave obfained a copy of the abave descrlbed doc�ment and promise In good faith.to
deliver it to the°owner"priar to camm ncement. '
GONTRACTOR'SlOWNER'S AFFID VIT: I ce�tify tha#a!I the Information (n this applicakfon Is accu�ate and fhaf all work
wiii�be done In compilance with aii a pRicab{e laws regulating constructlon, zoning and land dsvelopment. Appllcatlon is
hereby made fo abtain a permit to do work and instalia#ian as indica#ed. ( certify tha# no work of instailation has
commenced priar to issuance of a ermit and that all work w(Il be pertarmed to meet standards of ali iaws regulating
canstructian, Caunty and G{ty code , zaning regulatians, and land development regulations in the aurisdiction. I also
certify that'i understand that the reg latians of o#lier government agencies may apply ta the it�terided war,k, and�tMaf It is
my tesponsib(lity ta(denfify what acti ns 1 must take fo be in compliance. Such agencies includa buf are not iimifed fa:
- Department of Enviromm �tal Proteation=Cypress �ayheads, Wefiand Areas and Env(ronmentally Sensifive
E.ands, Water/Wastewate Treatment.
- Sou#hwest Florida Wa e� Management Dis#rlct-Weiis, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- . Army Garps o#Eng(neers Seawalls, Docks, Naviga6le Waterways.
- Depa�tment of Nealth Rehabllitatl.ve ServEceslEnvironr�ental Nealth Unit-Wells, Wastewate� Treatment,
Sepfic Tanks. �
- US Environmenfal Prote tion Agency-Asbestos abafement. ,
- Federa!Avfatian Autho�l -Runways.
f understand that the 1'oilowing restrtc lans apply to the use of flll:•
- Use of fill is not aitowed i Ftood Zane"V"unless expressiy permitted.
- !f the fi(I material is to e used in Flood Zone °A", it is understood that a drainage plan addressing a
ucompensating volume" il! be submitted at time of permitting whlch is prepared by a professional englneer
licensed by the State af larfda.
- If fhe fili maferlai is to used in Flood Zone "A" in connection with a permifted buiiding using stem wali
canskruction, I cerklfy ttia fill wEll be used only ta fill the area wlthin the sfem walL
- if fili materiaf is ta be sed in any area, f certlfy that use af such fill will not adversely affec# adjacent
properties, 1f use of filf i found to adverseiy affec���ad)acent properties, the owner may be cited for v#olating
the condlflons of the bui ding permit issued under the attached permit applicafion, for lofs iess than ane (1)
acre whlch are elevated y fi!!, an englneered dralnage plan Is required.
If i am the AGENT FOR TNE C?WN , I promise in good falth to inform-the owner af the permitting.eanditions se#forkh in
fhis affidavit prior to commencing co struction. ( understand that a separate permit may be required far electrfcai work,
plumbing, signs, we(Is, pools, a(r co ditioning, gas, or other insfallatiarts not�sp�cifi�aii��,inciuded in the application: A
permlt issued shall be canstrued ta e a 1lcense to proceed with the work and not as_authority fo.vla(ate, cancel, alt�r, or
set aside any provisions of the techn cal cades, nor shali issuance of a�permit preverrt�#he Bufldirig C?fficfa!from thersafter
requiring a correction of errors In pla s, construction or violations of any codes. Every permit issued shaii become Invalid
unless the work authorized by such ermlt (s commenced with(n six months of perm(t issuance, or if work authorized by
the permif is suspended or ab�ndon d for a qerlod of s1x(8) rnot�ths after the tlme the work Is cammenced. An extenslon
may be requesfed, in writing, from f e 8uilding.Clfflciai for a period nat to exceed ninety (90) days and wiil demonstrafe
Justifiable cause for the extension, lf wark ceases for ninety(90)consecutive days, the�Jo6 is considered abandoned.
WARNfNG TO aWNER: YOUR P 1lURE TO RECORD A NQTICE C?F COMMENGEMENT MAY RESULT IN Y�UR
PAYING TWiCE Ft3R IMPRCIVEME TS TO"YOUR PRR3PERTY. iF YClU�ilVTEND TO OBTAIN-FINAtVGING, CQNSULT
WlTH Y011R•LE D R dR.AN ATT RNEY-BEFOR RECORDt G YOU OTI OF CO ENCEM�NT.
FLORlDA JURA7'(F.S. 117:03) � � �� _
OWNER OR AGENT CONTRACTO �
Subscribed and swom to(or affirmed)before e this Subscr(bed an swom fa(or a�irmed)�before me th
bY . �y .
Who!slare personally known to me or haslha e produCed Who is/are-p ' ally known to me or has/have produeed
as IdenUflca on. ___, T as Idenftflcafion.
Notary Publlc Notary Pubiic
Gommiss4an No. Commissl •'�;Y'"%" �flEt E.BACON
� :gr Expires Sune 29,2018
{Uame of Nqkary typsd,printed or stamped Name of N
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� lVOTlCE TO CU$TO ER--PRlCE CAI,GULA'fICINS:In ordar to properly rFarm the InstallaBon of certaf Ooods,the Contract Price may include mare
Qoods than actaaliy will be instalJed based 4n the measured square faota! of the'Praject Area.As a res 1t,the p8rties agrae#hat the tump-sum Prtce
stated ln this Co�tract 1s calculated upon both the value qf estimated Good�required to fuMll the Contract(i c(uding waste),urhich may exceed the actual
square footage of the Project Area and�the labor which may ba estimatad b sed•on the amount of Gaods r quired to fulfill the Contract(lnciuding waste).
By slgn3ng th�s Car�tract below,t3G�stomer acknowiedges receEpt tif th9s no#i and agraes and unders#ands i the Pr1ce inctudes these casts whEch may
not be refunded once the(nsta�tatton SeMces are performed.
NOTICE TO CUSTOMER: Federai!aw requlres I.owe"s to provide you. th the
pempht�t Rsnavate RIghL By stgning this Contcact,Cusfomer acknawl dges * C{)ritt'8Ct 4�r , ��� ��
having receive8 a copy af thts pamphlet befcre�work began iMorming ustomer i
of the pafentlai rlsk of the lead hazerd exposure tram renovation actTvi to be applicable tax s included
Ctsstomer's dwetltn unit. � '
:7his Corttra�c�avidQs th�all�olaims�Customer or�low�'s yv�ll be��.$plved�by BlND1NCi;�R ION�C'}�ston=er,and L.o�v�'s:Gly�UP TFlE+RlCt!',
Zf��GQ TO RT.to enta ce fhis Ca ' ' at{�JCCEPT�ar m�afteis tha a�r be�ekeritto�SNl�1t1�`lAt S C I�Tj.Cowe's and Custatner's dghts�rrtli�
determined by a NEUTRAt'AR8t7RA70R and NQT a,judge or jury. l.awe's and Customqr are ntiHed to a RAIR HEARtNG. But the arbitrattoi
procedures aro SiMPL,�R AND M�RE LIMl�'EQ TliAN RUl.ES APFUG I.E IN COURT.Ac�ttrator de lstons are as enforceabte as any court order ant
are su6Ject fa 1t�RY UM13'ED�2EVIEW 8Y A CQURT.EOR MOFtE DE7 LS: Rev�ew the section title ARStTRA3tON AGREEMENT,WAtV�Ft OF di1Rl
TR1AL AND WANER O�'CLASS ACTION ADJUDICATION 4ound in the erms and Conditlons af this ontract.
DQ NOT SIGN 7H1S C4t+t1'RACT UNTlL COMP�ETE AuD YbU VE READ'TH�'TERMS D CONDTitONS C8NTAIN�D ON ALL
, PAGES OF THIS.CONTRAGT. BY$lGNING B�LOW,YOU ARE CKNOWl.EDGING THAT OU HAVE READ� UNDERSTAND
AND AGREE T4 7liE TERMB AND CONDiTiONS SET FORTH N ALL PAGES QF THtS C N"[RACT.Y411 AEtE�NT1TL�0 TC?A
CIJPY OF THiS CONTRACT AT 7ME TIME'OF SIGNATURE.
WiTN�SS OUR NAPlD(S}AND S�AI.(S}�EL.OW Tl�iIS ��� DAY � �� �G1r+��'JC�I;"' . Zal
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�� Lowe's !-tome Centers, LLC • , ti
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Owner
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' e' Autho pr a ve � �Ga-owner ot Witness
ustomer ackno led etpt of a true copy�of this contract which w s completaly ftlled�in p�iar to �ustomer's execuEton hereof.You,ttr,e buyer,m�
cancel thls tran ction at ny t�me pdor to mldnigbt of the thlyd busine s d'ay after the dat�of#his tra saction.See!he attached notice,of cancellat[an
fctsn for aa explanaf[on of fhis right. ,
ta xa04 by Cowa's.�towa's and iha gebte doaipn
55106 REV. 12J13 FI E COPY ere reg�stored aademarlcs of IF Co�poratlan.
� Page 1 of 3 III � Peii a � �S 8�
� ����� Reliabitt �
Other
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PS� Pricing Wor sneet - iJltinda s
�Camplet�an Fax to lnstaller� �
Custorner:.�U, i^Lt Store: ����
Phane(home}:'dr3'69S-b���- ; Phone fceli). Phon (other):
InsiallAddress: a � dth U�. ! ��- .�35�{
�3irections:
x. draw the waLls where windows are being rep! ced and la�el them fr nt,back, L side or R side
(as seen from Che street)
2. araw tl�e windows that are being reptaced on each watl drawing
3. Piace a capitai i�tter beside each window in t e drawing. W#ndows 'th the same dimensians
wiil have the same ietter. Compiete rhe infor atian on the �ext �ag usingthe corresponding
le#ter.
� �ront
ALL h�ORK SHALL CO PL"Y WITH ALL
�r�n"� PREVAILING CODES, LORID.�BiJILDiI�G
CODE,NATIOi�AL ELE�TF�IC CODE AT;D
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��.� °: Product Approval .
I Z , USER:Pu611c User
Product Aonroval Menu>P�oduct orAnnlfcatlon Search>Anvlication Lfst>Appllcatfon Deta I
FL # FL4904-RS
� Applicatlon Type Revlslon
Code Verslon 2010
Appllcatlon Status Approved
*Approved DBPR.Approvals by OBPR sh ll be reviewed and ratlfied by the
POC and/or he Commisslon If necessary,
Comments
Archived ,
Product Manufacturer Masonite In rnational
Address/Phone/Email 1955 Powls oad
West Chlcag , IL 60185
(615)441-4 58
sschre/ber@ ason/te.com
Authorized S/gnature Steve Schre ber
sschrelber@ asonite.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Ema1l
Category Exterlor po rs
Subcategory Sw/nging E terlor poor Assemblles
Compliance Method Certificatio Mark or Listing
Certificatlon Agency Nationa/Ac redltatlon&Management Instlt te
Valldated By Natlonal Ac red/tation&Management Instit te,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 tfon A
Date Submltted 10/12/201
Date Vapdated 03/18/20i
Date Pending FBC Approval
Date Approved 03/26/201
- -- - ---.---.._. .....��....�._.._...._..._..._.. .._. ..------------___.��------__—_______..._..______ __.��.. _�.._.....__---_—.----__.______.______ ,
;Summar of Products �
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;FL# Model, Number or Name escription ;
� 4904.1 Wood-edge Stee/Slde-Hinged Doo� 6-8"Opaque I/5 and O/S Singl Door !
; Units
;Limits of Use rtification Agency Certifica e
i Approved for use in HVHZ: Yes L4904 RS C CAC NI006110. 1. df �
�, ; Approved for use outsfde HVHZ: Yes uality Assurance Contract E cpiratlon Dale '
` Impact Resistant: Yes 2/31/2014
I Design Pressure: +76.0/-76.0 I stallation Inslructlons
; Other:Evaluated fo�use in locatlons adhering to the F/oNda L4904 RS 11 FL0128. df �
':Bullding Code including the Hlgh Velocity Hurricane Zone, and erlfled By: Nationa/Accreditah n&Management Institute ;
where pressure requlrements as determined by ASCE 7, Minlmum reated by Independent Third rty: �
Design Loads for Buildings and Other Structures, does not exceed valuation Reports
;the design pressures listed. 3'-0"x 6'-8"max nominal size. When L4904 RS AE 504A. df
i large missile impact resistance!s required, hurricane protective reated by Independent Third rty: Yes
j system!s NOT requlred. See DWG-MA-FL0128-05 for detalls.
I 4904.2 Wood-edge Stee/Slde-Hinged Door '-0"Opaque 1/S and O/S Sing/ Door
� Units ;
�Limlts of Use ertlflcation Agency Certifica e ;
; Approved for use In HVH2: Yes L4904 RS C CAC NI006110. Z. df ;
; Approved for use outside HVHZ: Yes uality Assurance Contract E piration Dafe
' Impact Reslstant: Yes 2/31/2014
; Design Pressure: +70.0/-70.0 stallation Instructions
Other:Fvaluafed for use in locations adhering to the Florlda L4904 RS II FL0129. df
!Building Code Including the Hlgh Velocity Hurrlcane Zone, and erified By: Nationa/Accredltah n&Management Institute
:where pressure requlrements as determined by ASCE 7, Minimum reated by Independent Third rty:
Design Loads for euildings and Other Structures, does not exceed valuation Reports !
the desiqn pressures listed. 3'-0"x 8'-0"max nominaf slze. When L4904 RS AE 503A. df
, large missile impact resistance Is requlred, hurricane protective reated by Independent Thlyd rty: Yes
;system is NOT re uired. See DWG-MA-FL0129-OS for detalls. �
�
'4904.3 Wood-edge Stee/Side-Hinged Door '-8"Opaque I/S and O/S Door /o�w/o Sidelites
Units '
i
Limits of Use ertification Agency Certifica e
Approved for use in HVHZ: Yes L4904 R5 C CAC NI006110. 1. df
� Approved for use outside HVHZ: Yes uality Assurance Contract E piration Date
i Impact Resistant: Yes 2/31/2014 �
Design Pressure: +55.0%55.0 nsta/lation Instructlons '
` Other:Evaluated for use In locations adhering to the FloNda L4904 RS II FL0128. df
;8uflding Code Including the Nlgh Veloclty Hu�ricane Zone, and erified ey: Natlonal Accreditati n&Management Institute i
i where pressure requirements as determined by ASCE 7, M!n/mum reated by Independent Third rty:
�Deslgn Loads for Bulldings and Other St�uctures, does not exceed valuatlon Reports
, ;the design pressures listed. 12'-0"x 6'-8"max nominal s/ze. When L4904 R5 AE 502A, df �
;large misslle lmpact resistance fs requl�ed, hurrlcane protective reated by Independent Third rty: Yes i
':.system!s NOT required on opaque panels, but!s requlred on glazed
� ':panels. See DWG-MA-FL0128-05 for detaJls.
�4904.4 Wood-edge Steel Side-Hinged Door '-0"Opaque 1/5 Door w/or w/ Sldelltes �
Units
i
'Limits of Use ertifica[ion Agency Certifica e
; Approved for use in NVHZ: Yes 14904 RS C CAC NI006110. 2.pdf
; Approved for use outside HVNZ: Yes uality Assurance Contract E piration Dare
; Impact Resistant: Yes 2/31/2014
� Design Pressure: +45.0/-50.0 nsta!lation Ins[ructions i
� Other:Evaluated for use In/ocatlons adhering to the FloNda L4904 RS II FL0129. df I
;euilding Code including the Hlgh Velocity Hurrlcane Zone, and Verified By: Natlona/Accredltat! n&Management Inst/tute ;
;where pressure�equirements as determined by ASCE 7, MInlmum Created by Independent Third P rty:
;Deslgn Loads for Bu1/dings and Other Structures, does not exceed va/uatlon Reports
the design pressures/lsted. 12'-0"x 8'-0"max nominal s/ze. When FL4904 RS AE 501A. df
r rr! Created b Inde endent Third P : Yes
;!ar e missi/e Im act reslstance Js e uired hu cane rotective
9 P Q , P Y P rtl'
�
;system Is NOT required on opaque panels, but ts required on g/azed j
I panels. See DWG-MA-FL0129-OS for detalls. �
�4904.5 Wood-edge Steel Slde-Hinged Door '-0"Opaque O/S w/or w/o Sld /ites ;
UNts i
;Limifs of Use ertificatfon Agency Certiflca e �
� Approved for use in HVHZ: Yes FL4904 R5 C CAC NI006110. . df ;
� � Approved for use outside HVHZ: Yes uality Assurance Contract E piration Date j
� Impact Resistant: Yes 12/31/2014
� � Design Pressure: +50.0/-45.0 nstallation Instructions �
; Other:Evaluated for use in locations adhering to the F/orlda FL4904 RS 17 FL0129.ndf �
�Building Code including the High Velocity Nurricane Zone, and Verifled By: Natlona/Accredltatl n&Management Institute �
�where pressure requirements as determined by ASCE 7, Minlmum Created by Independent Thrrd P rty: i
j Design Loads for Buildings and Other Structures, does not exceed valuation Reports '
;the design pressures llsted. 12'-0"x 8'-0"max nominal slze, When FL4904 RS AE 502A,odf i
;large missile impacr reslstance is required, hurrlcane p�otective Created 6y Independent Third P rty: Yes
!system is NOT required on opaque panels, but!s requlred on g/azed �
'panels. See DWG-MA-FL0129-OS for defalls. �
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqte uIwHNbblSc,.. 9/10/2014
�
i iviiuu Luuuaii� �.vu.. v.iiii,.. ' "a' ' '_ '
�4904.6 Wood-edge Steel Slde-Hinged Door '-8"Glazed I/S and O/S Door or w/o Sldelltes
Units '
!Limits of Use ertificarion Agency Certific te �
i Approved for use in HVHZ: Yes L4904 RS C CAC NI 06110. 3. df
; Approved for use outside HVHZ: Yes uality Assurance Contract rpiration Date
� Impact Resistant:No 2/31/2014
; Design Pressure: +50.5/-50.5 stallation Instructfons �
1 Other:Eva/uated for use(n/ocatlons adhering to the Florlda L4904 RS 11 FL0130. df '
i Building Code lncluding the High Veloclty HurNcane Zone,and erlfied 8y:Nat/ona/Accreditat on&Management Instltute '
:where pressure requirements as determined by ASCE 7, Mlnlmum reated by Independent Thlyd arty: �
Design Loads for Build/ngs and Other Structures, does not exceed valuation Reports �
the design pressures/lsted. 12'-0"x 6'-8"max nominal slze. When L4904 RS AE 502A. df '
Ilarge misslle lmpact res/stance is requlred, hurrlcane protective reated by Independent Thlyd arty: Yes �
;sysfem is requlred. See DWG-MA-FL0130-OS for details. �
i 4904.7 Wood-edge Stee/S/de-H/nged Door '-0"Glazed I/S Doo�w/or w/o Sidedtes
' Units "
�Limits of Use ertification Agency Certific te ;
' Approved for use in HVHZ: Yes L4904 RS C CAC NI006110. 4. df
� Approved for use oufside HVHZ: Yes uality Assurance Confract pfration Date
; Impact Reslstant:No 2/31/2014 ';
; Design Pressure: +40.0/-45.0 nstallaffon Instructions �
I Other:Evaluated for use in locatfons adherJng to the Florlda L4904 R5 II fL0131. df !
;Building Code including the N/gh Veloc/ty Hurrlcane Zone,and VeNfied By: Natlona/Accreditat on&Management Institute
'where pressure requirements as determined by ASCE 7, Mlnlmum reated by Independent Th1�d arty:
;Design Loads for 8uildings and Other Structures, does not exceed valuation Reports
�the design pressures Ilsted. 12'-0"x 8'-0"max nomina/s/ze. When FL 904 R5 AE 501A. df
!/arge misslle Impact reslstance fs requlred, hurNcane protective Created by Independent Thlyd arty: Yes
;system is required. See DWG-MA-FL0131-OS for detalls.
;4904.8 Wood-edge Stee/Slde-Hinged Door '-0"G/azed O/S Door w/or w/ Sldelltes
i Units '
�Llmits of Use ertification Agency Certific te ;
I Approved for use in HYHZ: Yes FL4904 R5 C CAC NI006110. 4. df �
� Approved for use outside HVHZ: Yes uality Assurance Contract pfration Date �
' I Impact Resistant:No 12/3i/2014 i
� Design Pressure: +45.0/-40.0 nstallation Instructions i
j Other:Eva/uated foruse/n/ocatlons adhering to the F/or/da FL4904 RS II FL0131.odf
j 8ullding Code inc/uding the Hlgh Veloclty Hurricane Zone, and VeNfled By:Natlona/Accred/tat on&Management Institute ;
'where pressure requlrements as determined by ASCE 7, Mlnimum Created 6y Independent Third arty: �
iDeslgn Loads for Bulld/ngs and Other Structures, does not exceed valuation Reports i
�the design pressures listed, 12'-0"x 8'-0"max nomina/slze. When FL4904 RS AE 501A.adf
i large misslle lmpact reslstance Is requl�ed, hurNcane protective Created by Independent Thlyd arty: Yes
i system is requlred. See DWG-MA-FL0131-05 for details.
� _-------------- - — - ---- —
--- -- ---=
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqt luIwHNbblSc... 9/10/2014
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SIDE-HINGED WOOL}-EDGE STEEt DOOR UNIT 2i" t.�ax 36.375" MRX. tp
RL.O. PANEL wi�rri s�.s° �rax.
6'-8"GLAZED DOUBLE DpOR Wl7'N/W17"NOUT SIDELITES �_- w/aST.RaCA� � �F�/�E VJIDTH q ��
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DESIGN LOAl7S FOR OUILpINGS ANp OTHHR STRUCTURES, �n
� DOES NdT EXC£EO THE OESIGN PAESSURES CiSTEQ. � j � � ��
� r°'•. S/) ��
3. IN THE HVHZ, FACTORY PRIMEO DOORS MUST BE PAINTEp IN � �� � .� �
� ACCORDaNCE WITri SECTION 2220 OF THE fBC. � �Q � T
I 4. PQtYURETHNJE CORE FSAME SPREAD iNDE% OF 50 � �
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RATE OF BURNING ASTA1 D635 0.77 IN MIN o
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f�8 x 2-1/2" #8 x 2—i/2" ac�ww
THE THRESHOLD & INTO THE �N OZ w_ _
#70 x 5/8" STRUCTURE DEEP ENOUGH ��a= �
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FRAM= / DOOR ATTACH ASTr24GAL R[.TAfNER BOLT DOW 995 W/OPTIONAL DECORATNE INSERT ^
DEfAIL "D" STRIKE PLATE TO FRAME � �M,BSTEEL OR BUM SPACER
DETAIL "C" w�Umo
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ATTACHMENT DETAIL 333m
:n cn cn
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z x
SlGNED AND SEALED BY LUIS R. LOMAS, PE o � �
(FLORIDA #62514) VJITH THE LOWEST (LEAST) ¢ W
FASTcNER RATING FROM THE DIFFERENT FASTENERS �`",�w J
3
B�ING CONSIDERED FOR USE. JAMB, HEAD, AND S o a w� N
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE U�N� a
�}10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � o
SHIM MUST BE PLACED IN SHIM SPACE AT EP.CH A�CHOR HARDWARE SCHEDULE ��o� �'
LOCr1TI0N TAPCON EDGE DISTANCE MIN 2.-1/?." 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�a°_ �---
2 MUL!IONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
�J PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT S-1/2" CEN i ERLINE. ��°°o w
8.4CK JAMB UNITS JOINED WiTH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BliiT HINGES �N�N¢
CORRUGATED FASTENERS LOCATED 3" FROM EACH END ^ °
p��N�
AND MAXIMUM 7" 0 C. OR #10 X 2" FLAT HEAD WOOD -
SCREWS LOCATED 6" �ROM EACH END AND MAXIMUM ,•°' • �
1Z" O.C. �NSN. ' �MIN^ >' . woUmz
3. THc WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM oz5" i o25"
AN51/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SH H SHIN oa.e 7/�t/OS
OF 1-1/2° MINIMUM EMBED�AENT. THE TAPCON MUST ACHIEVE ����
� N.7.S.
MWIMUM EMBEDMENT OF 1-1/4��. CL— �— ��, CL—I �— T�' ���� o a_ - y o,�,c.�: sws
REVie,vcd By,
4 WCOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - ' DzteRevRw��i�'�;> c�K.e*•
TRANSFER LOADS TO STRUCTUR=. . ' oruvn�c No.
� T"PICAL WOQD BUCK Tl'PICAL MASONRY DWG-.I/a-FL0130-OS
� S MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 7 71 LBS ANCHOR INSTALLATION .4NCHOR INS iALLATION
sN�i 3 or 3 i
r lorida t�uilaing l:oae untine 1 a�� 1 �1 T
�,�.:�
;;�'��)Product Approval •
D` v USER�Publlc User
Product Annrova!Menu>Product orAnnHcatlon Search>Aaalica[!on List>App!lcatlon Det fl
FL # FL11152 RS
Application Type � Afflrmati n
Code Version 2010
Application Status Approve
Comments
Archived
Product Manufacturer Pella Cor oration
Address/Phone/Email 102 Mai St.
Pella, IA 0219
(641)62 -6096
pellapro uctapproval@pella.com
Authorized Slgnature Joe Hay en Sandi Robinson
pellapro uctapproval@pella.com
Technica/Representative Joseph yden
Address/Phone/Email 102 Mai Street
Pella, IA 0219
(641)62 -6096
jahayde @pella.com
QuaNty Assurance Representative Andrew e/son
Address/Phone/Email ' 102 Ma! St
Pella, IA 0219
(641) 62 -3804
ne/sona pella.com
Category Wlndows
Subcategory Double ung
Compliance Method Certifica on Ma�k or Listing
Certlfication Agency Window nd Door Manufacturers Associ tlon
Validated By James L. Buckner, P.E. at CBUCK Engln ering
_... Valid tlon Checkllst-Hardcopy Rec ved
Referenced Standard and Year(of Standard) Standa d Year
AAMA 1 1/I.S.2-97 1997
AAMA 1 1/1.5.2/NAFS-02 2002
AAMA/ DMA/CSA IOi/I.S.2/A440-OS 2005
Equivalence of Product Standa�ds
Certlfred By
=>i;I afflr that there are no changes In he new F/orida Building Code which
affect m product(s)and my p�oduct(s) re in compliance with the new
Florida B ilding Code.
Documentation from approved Evaluation or Validation Entity yes No .N/A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqtt GsIp3Gvu1V... 4/22/2014
r'lorida 13uildmg Lode Unline 1 u�� � �1 T
Pr9duct App�oval Method Method 1 Option A
Date Submitted 12/09/2 Ii
Date Validated 12/09/2 i1
Date Pending FBC Approval
Date Approved 12/14/2 I1
�Summary of Products - �-- '-- ------------ ---�---�------------___. ,.
!FL# Model, Number or Name escription
;
�11152.1 Series 20/25 Do,uble Hung inyl Double Hung Wlndow(48"x 62')
�Limits of Use ertification Agency Certific te ;
iApproved for use in NVHZ:No LI1152 R5 C CAC 41i-H-85 .32-.35. df
Approved for use outside NVHZ: Yes Li1152 RS C CAC 411-H-86..36-.39. df
; Impact Resistant:No uality Assurance Contract rpiration Date
; Design Pressure: +25/-25 4/18/2015
; Other:Configuretions of glass shall conform to current ASTM stallation Instructions
i E1300 standard. L11152 RS II Installation Or win 1596 C. df
� erified By: War�en W. Schaefer, P.E. 44135
reated by Independent Third 'arty: Yes
valuation Reports
L11152 RS AE Installation D w!n 1596 C.�df
reated by Independent Thlyd arty: Yes
I 11iS2.2 Series 20/25 Do'uble Hung inyl Double Hung Window(36"x 72')
"Limits of Use ertification Agency Certifica e
i Approved for use in HVHZ:No L11152 RS C CAC 41i-H-85 .24-`27.pdf �
; Approved for use outside NVHZ: Yes L11152 RS C CAC 411-H-86 .28-.31�df
! Impact Resistant:No ualityAssurance Contract pirafion Date
; Design Pressure: +30/-30 4/18/2015
; Other:Configuretions of g/ass sha/!conform to current ASTM stallafion Instructions
!E1300 standard. L11152 RS II Installation Dr win i596 C. df
I e�ified By: Warren W. Schaefe, P.E. 44135
; reated by Independenf Third rty: Yes
! valuafion Reports
� Li1252 RS AE Installation D win 2596 C. df �
reated by Independent Thlyd rty: Yes
;11152,3 Series 20/25 Double Hung inyl Double Hung Window(36"x 62')
'Limits of Use e�tification Agency Certifica e
� Approved for use in NVHZ:No L11152 RS C CAC 411-N-85 .28-.31.pdf
! Approved for use outside HVHZ: Yes L11152 RS C CAC 411_H=86.,.32-_35.pdf
Impact Resistant:No ua/ity Assurance Contract E piration Dafe
s Design Pressure: +35/-35 4/18/2015
; Other:Configuretlons of g/ass shall conform to current ASTM nstallation Instructions
;E1300 standard. L111S2 R5 II Installatlon Dr win 1596 C. df
erified By: Warren W. Schaefe, P.E. 44135
� reated by Independent Thlyd rty: Yes
valuation Repo�ts
L11152 RS AE Installation D winq i596 C.pdf
reated by Independent Thlyd rty: Yes
;11152.4 Series 20/25 Double Hung inyl Double Nung Twin Compos'te(89"x 78")
;Limits of Use ertification Agency Certifica e
; Approved for use in HVHZ:No L11i52 R5 C CAC CCL for P lla 7-14-11 411-H-866.12-.15.pdf ;
` Approved for use outside HVHZ: Yes L11i52 R5 C CAC CCL forP lla 7-i4-11 4I1-H=867.18-.21'pdf
� Impact Resistant:No uality Assurance Contract E piration Date
� Design Pressure: +20/-20 4/18/2015
; Other:Configurations of g/ass shall conform to current ASTM nstallalion Instructions
(E2300 standard. LIi152 R5 II Installation Dr win 1596 C. df
erified By: Warren W. Schaefe, P.E. 44135 �
� reated by Independent Thlyd rty: Yes
valualion Reports
� L11152 R5 AE Installatlon Or win 1596 C, df
� reated by Independent Thlyd rty: Yes
;11152.5 Ser/es 20/25 Double Hung inyl Double Hung Twin Compos te(96-1/2"x 72')
�Limits of Use eriification Agency Certiflca e
; Approved for use in NVNZ:No L21152 RS C CAC CCL for P la 7-14-11 411-N-866.16-.19. df
i Approved for use outside HVHZ: Yes L21152 RS C CAC CCL for P la 7-14-11 411-H-867.22-.25. df ;
i Impact ResJstant:No ualityAssurance Contract E piration Dafe
� Design P�essure: +25/-25 4/18/2015
' Other:Configuretions of g/ass shall conform to current ASTM nsfallation Instructions
E2300 standard. L11152 R5 II Installation D�a in 1596 C. df
' e�ified By: Warren W. Schaefe, P.E. 44135
� reated by Independent Third P rty: Yes
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqtt GsIp3Gvu1V... 4/22/2014
rloriaa tsui�aing Loae �niine • ��� � �� �
� � valuation Reports
L11152 RS AE Installation D win 1596 C, df
� reated by Independent Third arty: Yes
�11152.6 Series 20/25 Do'uble Hung 'nyl Double Hung Twin Compo te(72-1/2"x 72")
�Limits of Use ertification Agency Ce�tific e
� Approved for use in HVHZ:No L11152 RS C AC CCL for P Ila 7-14-11 4i1-N-866.32-.35. df :
j Approved for use ourside HVHZ: Yes L11152 RS C CAC CCL for P lla 7-14-I1 411-H-867,38-.41. df ;
i Impac!Resistant:No uality Assurance Contrac! piration Date
� Design Pressure: +35/-35 4/18/2015
! Other:Configurations of glass shall conforin to current ASTM stallafion Instruclions
i Ei300 standard. LIIi52 R5 77 Installation Dr wln 1596 C, df
erified By: Warren W. Schaefe, P.E. 44i35
� reated 6y Independent Third arty: Yes
valuation Reporis
L1i152 RS AE Installation D win 1596 C. df
i
reated 6y Independent Third arty: Yes
;11152.7 Series 20/25 Do;uble Hung inyl Double Hung Triple Compo Ite(89"x 78') :
�
!Limits of Use ertification Agency Certific te
; Approved for use Jn HVHZ:No L11152 RS C CAC CCL for P lla 7-2i-11 411-H-872.12-.15. df :
j Approved for use outside HVHZ: Yes L11152 RS C CAC CCL for P lla 7-2i-11 411-H-873.12-.I5. df ;
� Impact Resistant:No ualify Assurance Contract cpirafion Da[e
! Design Pressure: +30/-30 4/I S/2015
� Other:Configuratrons of glass shal!conform to current ASTM sfallation Instructions
;E1300 standard. LIi152 RS II Insrallation Dr win 1596 C. df
erified By: Warren W. Schaefer, P.E. 44135
reated by Independent'I'hird 'arty: Yes
valuation Reports
LS1i52 RS AE Installation D win 1596 C. df
i �eated by Independent Third arty: Yes
�
i 11152.8 Series 20/25 Do'uble Hung iny!Double Hung Triple Compo Ite(108"x 72') i
�Limits of Use ertification Agency Certifica e
; Approved for use in NVHZ:No L11152 R5 C CAC CCL for P lla 7-21-11 411-H-872.16-.19.Ddf �
� Approved foruse outsrde NVHZ: Yes L11152 R5 C CAC CCL forP lla 7-21-11 4i1-H-873.16-.19.odf '
� Impact Resistanf:No uality Assurance Contract piration Dafe
� Design Aressure: +25/-25 4/18/2015
': O[her:Configurations of g/ass shall confo�m to current ASTM stallation Inst�uc[ions
!E1300 standa�d. L11152 R5 11 Insta!lation Dr win�i596 C.�df
erified By: Warren W. Scnaefe, P.E. 44135 �
reated by Independent Third rty: Yes
valuation Reports
; L11152 R5 AE Installation D win 1596 C. df
� reated by Independent Third rty: Yes
i 11152.9 Serles 20/25 Double Hung inyl Double Hung Triple Compo ite(108"x 62')
;Limits of Use ertification Agency Certifica e
; Approved for use in NVNZ:No L11i52 R5 C CAC CCL for P lla 7-21-11 411-H-872.20-.23, df `
; Approved for use outside NVHZ: Yes LI1152 RS C CAC CCL for P Na 7-21-11 411-H-873.20-.23. df
� Impact Reslstant:No uality Assurance Con[ract E piration Date
� Design Pressure: +35/-35 4/18/2015
� Other:Configurations of glass shall conform to current ASTM stallation Instructions
'E1300 standard. L11i52 R5 II Installation Dr win 1596 C. df
; erified By: War�en W. Schaefe, P.E. 44135
reated by Independent Third rty: Yes
valuation Reports
LI1152 R5 AE Installation D winng 1596 C.pdf
reated by Independent Third rty: Yes
;11152.10 Series 20/25 Double Hung inyl Double Hung Window(48" 78')
�Limiis of Use ertification Agency Ce�lifica e
� Approved for use in NVNZ:No L11152 RS C CAC 41i-H-85 .20-.23. df
� Approved for use ou[side HVNZ: Yes L21152 R5 C CAC 411-H-86 .20-.?3.pdf
; Impact Resistanf:No uality Assurance Contract E piration Date
i Design Pressare: +20/-20 1/10/2015
� Other:Configurations of g/ass shall conform to current ASTM stallation Instructions
;E1300 standard. L21152 RS II Installatron Drawin 1596 C. df
; erified ey: Warren W. Schaefe, P.E. 44135
reated by Independent Thlyd rty: Yes
valuation Reports
Li1152 R5 AE Installation Dr win 1596 C. df
reated by Independent Third rty: Yes
:11152.11 Series 20/25 Double Hung inyl Double Hun9 Twin Compos te(96-1/2"x 53")
;Limits of Use e�tification Agency Ce�tifica e
! Approved for use in HVHZ:No L11152 RS C CAC CCL for P la 7-14-11 411-H-866.24-.27.Adf ;
� Approved for use outside HVHZ: Yes L11152 RS C CAC CCL for P la 7-14-11 411-H-867.30-.33. df ;
!: Impact Resistant:No uality Assurance Contract E piration Date
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqtt GsIp3Gvu1V.,, 4/22/2014
rioriaa tsuiiuin� �uuc v������C - --b- • --- •
� Qesign Pressure: +35/-35 4/18/2015
Other:Configurations of glass shall conform to current ASTM� I stallation Instructions
�E1300 standard. L11152 RS II Installation Dr win 1596 C. df
erified By: Warren W. Schaefe, P.E. 44135
reated by Independent Thlyd arty: Yes
� valuafion Reports
i L21152 RS AE Installation D win 1596 C.pdf
i reated by Independent Third arty: Yes
�1i152.12 Series 20/25 Do'uble Hung inyl Double Hung Twin Com o 'te(96-1/2"x 62" ;
�Limifs of Use ertification Agency Certific e
j Approved for use in HVHZ:No L11152 RS C CAC CCL for P lla 7-14-11 411-H-866.20-.23. df �
� App�oved for use outside HVNZ: Yes L11152 R5 C CAC CCL for P Ila 7-14-11 411-H-867.26-.29. df ;
� Impact Resistant:No uality Assurance Contract piration Date
( Design Pressure: i•30/-30 4/18/2015
� Ofher:Configurations of glass shall confo�m to current ASTM stallation Instruc[ions
;E1300 standard. L11152 RS 17 Installatlon Dr win 1596 C. df
; e�ified By: Warren W. Schaefe, P.E. 44135
reated 6y lndependent Third arty: Yes
� valuation Reports
i •L11152 RS AE InstallaUon D win 1596 C. df
� reated by Independent Third arty: Yes
�11152.13 Series 20 25 Hi'h Performance Double inyl High Performance Double ung Twin Composite(72-1/2"x
i
/ 9
, Hung ")
�Limits of Use ertification Agency Certific te
� Approved for use in HVNZ:No L11152 RS C CAC CCL for P Ila 7-14-11 411-H-866.28-.31. df :
i Approved for use outside HVHZ: Yes L11152 RS C CAC CCL for P lla 7-14-11 411-H-867.34-.37. df ;
j Impact Resistant:No uality Assurance Contract piration Date
; Design Pressure: +50/-50 4/18/2015
; Other:Configurations of g/ass shall conform to current ASTM stallation Instructions
;E1300 standard. Hlgh performance windows shall have meta/tilt Li1152 RS II Installation Or win 1596 C. df
�latches on the bottom sash interlock. erified By: Warren W. Schaefe, P.E. 44135
; reated by Independent 7hird arty: Yes
valuation Reports
j L21152 RS AE Installation D w/ng 1596 C.pdf
� reated by Inde endent Third rty: Yes
�11152.14 Series 20/25 High Pe�formance Double inyl High Pertormance Doub/e ung Window(48"x 72')
Hung
i Limits of Use ertification Agency Certifica e
� Approved for use in NVHZ:No L11152 RS C CAC 411-H-85 .48-.51, df
� Approved for use outside NVHZ; Yes L11152 RS C CAC 411-H-86..24-.27. df
� Impact Resistant:No uality Assurance Contract E piration Date
i Design Pressure: +50/-50 4/25/201 S
; Other. Configuratrons of g/ass shall conform to current ASTM stallation Inslructions
'E1300 standard. High performance windows shall have meta/tilt -L1i152 R5 I! Installafion Dr win 1596 C. df
i latches on the bottom sash interlock. erified By: Warren W. Schaefe, P.E. 44135
� reated by Independent Thlyd arty: Yes
� valuation Reports
; LIli52 RS AE Installation D wln 1596 C. df
reated by Independent Third rty: Yes
\
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p am=wGEVXQwtDqtt GsIp3Gvu1V... 4/22/2014
GEMERAL NOTES: cs 'rvu�e otar o ou en aaam er:
earim.tx�wr rm er usEn roa me wsscue�r .ax K+s
1. AL1 FAS7F}1ER5 SNAl1 BE IN ACCARpANCE WITH THESE ORAIMNCS. 48' MAl(. FRAME WIDTH /ai WSfnlUncn oF ANr O1HFR vR00UR NOR wr �w: pne
SPECffiEO AN(�fOR E�m�0 BaSE wtTERbtI SHnll BE BEYOHU YULL FlNtSH FIN ANCHOR WITHIN A" OF CORNERS &8" MAX. O.C. WITH �eE�m�nR wna,u r++o/oA�ocw uroemna +-u c�n��
���• a� STANDARD WINDOWS OR 4" �1AX. O.C. WfTH HICH ��++Y P��T�+�T�nucm w n+e w++uF:.cnmca
2 OPFNWGS.BUGNINC 6 BUp(INC FASiENERS AIUSf 0E PROPERLY OE9GNEp STn o 010 �+^�+� _. R
3 INSTN1fD TO TRAHSFER WIND l0l�DS TO TH£SRtUCNAE 4 PERFORMANCE WINOOIYS (SEE PRESSURE TABLE ON THIS � � � a�
S THESE NON-WPACT RA7Ep WINppW S1S7FjI piSflyy,5110N5 ORE IN SHEEf FOR STANDARO V5. HIGH AERFORAw�tCE CANORiONS). �
ALCOROANCE iYRti AHD NEET 7HE REOUIRFJAENiS pF 7}tE f1DFtUa&fILOIAG j
�opE��c�_ - --- SEE "FRAME 1WCHOR REOU�REMENTS TABLE' ON iH15 SHEET
4. ALL.WQIORS gN�dNC WINDOW fRhMF 70 PREAURE iRFATFD BUCNS OP FOR FIN ANCHOR REOUIREMENTS. � � �
W000 FPalWC SHALL BE UPABLE Of RE95TIHG[OPotOAON Ud1SFD BY 1HE I
Pa�uaE rnFanr+c ct¢wcas w n�w000. �j �—a9• nax. FRAME w�orli---1
5. 6NTQ2Uil.5,W(lUOkIG BUf NOT U!1(fED 70 SlEEL SCRElYS.T}NT LOlfE � g
u+�a cor�racr wm+on�r+n�nu+�uaTQaas suu+�nte 4� �' _ � � �
REOU7REMENIS OF FLONIOA BU6DPIG CODE CHPP1IIt 40.
8. t0 THE BEST OF OVfi KNOWIEDCE THE WINOONS 410N7t NERFJN ARf -
f:ER11FlED 8 OUAUII'ASSUREO 0Y A FLORIOA SfAIE MPRWEO // � �
CfAi1FlG110N/OA ENfIfY 8 SW1LL BE UBEIID W PCCOROM�"CE WrtN 7HE FBC 81 �
AND 7F¢9B-72 RORmA BULLDINC CONIAUION SPEGFlGTIONS, WINDp{y � � �+
ASSFA�6lY 15 NOT PPAT Of iN15 DRnVlWC AND SHPLL BE IN ACCORDAN�WIIH 5 � E
' THE 71ANUFFCIURER'S IXIALIfY ISSUHMICE SpE�FlG1101S k TF517NG.REPORIS. g
7. CERiIF7G1ilON OF iF�WWDOW INSTHIAilOttS SHNl 8E COt6mE�A r EOUALLY g °
WID ff Pllt OF iME fOLLOYnNG APPLT:1�iHE7 ARE RSfWl.fp}lITHOUT p =
BUIIDING PEfiIAT FROM THE APPUGBIE LOCAL BULLDINC OEPAF111ENi. 2)6 C� � SPACEO �
THEY ARE INSiAlIID BY ANYONE OTMER iHAN A LX;EtSm CONTRAL'fOR w �
IXPEMENCEO WftM WBrUOW WSTALU7tOH5. 3)IF CMNaGES IfME OCCUHFD TO w / B2
THE PRODUCYS CERTIi1CATI0N ENRfYS CERTIFlCFiE RW GU15E TF¢SE � v
INSTNIATIONS TO BE INCARFiECi OR IMCOISISTENf WfM YAUT HAS BEEry �
1ES�ED.
e. r��asr nmcri aatssur�saEaFlm on�tR w nas oaamNC aR n � --------- � THESE 2 0 �
7HE PRODl1Cf5 CERi1FlG710N SFWL COHif20L Ofl THE ALLm Itr7N00W. Gi ANCHORS p wcV
PROOFlNG���u+srulFO wwoo�s 5 No�r�i o ras iN 7�w.unav � W A N T 3 F r-rn
� 9" MAX. REQ'D WHEN a� o
(�Fi71FlGT10N, iFIA7 RFSPOtiS18MY SWQ.I.BE THAT OF h$lIANUF7LR)RER - � K
�/OR wsrutFx. m � � — _ — _ WINDOW = �o z a°
R6LYU7N7N EYAlAL91�M 75 0ASE0 ON fPRICABL£A71Ri0R STANDARDS 9` AlAI(. HEl�G T 1S x o°�r'''i
um/oR wwwannon e�r�suus tfmu naPUae�hsr x�POxKiS. �a� i
THE FLORIpA BUILDWG CODE YER90N CON9UQiED WIIH THE � � / 62� OR LESS � m�.
EYALUATION WAS 7HAT W FORCE AT iHE 71A�E OF THE EVILW71ON. M tTYP. EACH m �o�n
THE EVFM OF CODE VER90N CFUNCESN�T6 OR Ut�FIE EVEH� � SI�E� � a c�,v W
171A7 HEW OR ADDRIONAL 7tS1INC LS COMPLEIfD ON 7t�FEFERENCED
PROOUCf,PRIOR 10 SfA7WG fAOE CONPWWCE W11}I THE STpiE,7}1E �
WWUfACiVRER SWLLL CONFlRN WITH 11¢IMS7ALlNTION EV/I.W710N F- m
ENQNff1i OF RECOfiO iWQ TNE 1NSfALU710N5 SPEdG1ED HFR£-�N,7RE �
WRRENT WIfH TNE THEN QIRRFM 7FSANC.fAOE sND MPl/GB1E - � a �
nu�a,�os eour��Y �
. SPACm I I z
AI_i'ERNATE ANCHOR/SUBS??t? EV AT10N NOT� _-= O'�
ALL ALIERNATE ANCHORS IN THEIR SPECIFIED ' _ ' � / � z°m
—m
WIiH THEIR APPUCABLE STANDARO{S) AND ARE FOUND ���p� �yATION: wf+�E sHO�vN. � _� �
TO BE EQUNJilEr7T TO OR STRONGER THAN THE - - SEE "FRAME
ANCHOR(S) USED IN 7ESTING WiTH THiS PRODUCT. • SII�GLE WII�DO�Y 4w �' . ANCHOR N 3v �^
-� �--- (NAlL FIN MOUNT SERIES 25� REOUIREMENTS o �`'a¢"=
N K _��••
FRAME ANCHOR REOUIREI,lQdi'S TABLE �E. 3�q^ _ ��_fl• NO ANCHORS RFO' TABLE" ON THIS y Z��-
OPEMNC TYPE FRAAIE/NAI�FlN TD OPENINC 4fMMU71 WNWUM AT HEAD & SILL DCfERIOR ELEVATION: SHEET FOR. w ��R�,�
(suasm�rt� Fasm+�rrae oaam enc�oisr. REOUIftEMErlTS. �
m" ALLOWABLE OESIGN PRESSURf SING�E WINDQW ,,, ��. ��
��mo
(�)FRAME& lNSTALLATION CLIP SCRE�NS (SERI£S 20 {swc� wiNOOx� �FRAM SCREV� M011NT SERIES 20j • - �'' "z� �
�m,.2x.�000 FnauE oe euac — •'�����i'�• _ =3c°� �
(IAN.GR 3&C-0SS} �• �o sMS oH woou sa�.w t i/4' 3/�' MAXIMUlA WINDOW FRAME SI2E ALLOWABIE PRESSURE SCJILE: 3/4" = 1'-0° � ��• �
:�+�•-" �
raw.ia c�»�u�rk mro H0. 10 Q2.5 SElF TM OPoII SCREW Fvu , s• (�M-) (PS� � ��.; T ��'�
� ItPI.1 8'ii9(Nfi STEEl N0. 10 GR 5 SEIF TM LL SC1tEY/ FULL 1/2' /i)3fi� X 62" 35 =�� � D�,�:'. �
AUN. 1/8•nac co�-rs�KUU: eo.�io-cR.s-snF r�r aaLL scr�w an� �/z- ro�36`X 72" -30 ;�(r � �u �• 4
��•
c-so cwu/�sao r�cori� (� 1/9'COt1CREiE SCt7EN' i V<' 2' ro'48' X 62" ' 25 �(p `r� Q G�: z �
NAILING FlN FASTENERS (SET<IES 25) h)48' X 78' 20 :d;:�j � �i�i�3= F
MIN.?J(5 WOOD FFA4E Oli BUCK (�N0.8 X 1 t 2'SA�S (�)48� X 72� $0
(NAI.GR.3 h C=055) / �3/e' i/a- �d"b•� r«: � �o
o 1 5 T A t J D A R D P E R F O R M A N C E W I N�O W: P L A S T I C T I L T L A T C H E S O N �' ��'`'- �` `� F O Z
NW.2%4 W000 FRAhE OR BUCK � ��,�
��nrc.cri a�o�.ss) ��cr.RooFlrt wv� > >/s' �/2- UPPER RAIL& BOTTOM SASH INTERLOCK. �'`_.� ��.� •, w --i }";
uW.7/8'7MK N5 s�Ffl mNO.E cA.5 5�iaP/oluLL ScpEw tuu �/2- «HiGH PERFORMANCE 4ANDOW; A/ETAL itLT tATCHES ON ,,,, � ' �a
NiN. 1/6'nix sos]-TS uuM. (�NO.e GR 5 SEtr Tes/Oan_scr,�w FuLL 1/T BOTTOM SASH INTERLOCK
(1)FRFNE SCRFWS SFWLL 8E PAN HFAD OR Hc7(HEID SCRFW PRESSURE SHOPlN W THIS TABLE IS FOR M57AU.pT10N THIS DRAWING REPLACED
(2)CONCREIE SL'REWS Slikll BE ELCO OR!IW RpAISET/ftm HEqp TMCONS.HILTI CONDfPONS ONIY. THE COVERNING DESIGN PRESSURE ON THE PREVIOUS lNSTALLATION N0•
Kwuc-cod e art vo�fts anxti iaaaea(wuto[raEn srm a¢ss.J. WINDOWS SHAU. BE THE I.ESSER OF THAT SHOWN IN THE • DRAWING NO.�S 1S�O, 1596 C
(3)WMEN SCREWS PftE USEO IMRH TNE NNl FTN,Tl¢Y W51 BE A YlAFFI£HEAD SCREW �NDIVIDUAL WINDOW�S STATE APPROVAL OR THAT SHOWN IN THIS sii�r r+o.
OR HAVE A F1kT WASFIER AT THE SCREVf HFAp. TABLE- �S��, 7 512 & 1513 � 1 � 5
_._. ..--.....---
��: ����
96 1�2" A�AX. OVERALL FRAME WIDTH 96 1/2" hUix. OVERALL FRAME WIDTH wnr nrs
ROi: M1C
1.10 OE/10/0.1
48 1/4" RWX. FRAME WIDTH 48 1/4" MAX. FIiAME WIDTH 48 1/4 MA7(. FTtAME WIDTH 48 7/4" MAX. FRAME WIOTH
Z._3.� a
' 4' 4� 4" 4' A2
4 - --- '-- -� �--- .. �
°--�----- �
_-.:..__.- .- �
I / / LCLUSTER FIN ANCHORS AT �
/ �Ff2AME SCREWS WHERE / I / THERE ARE�AST TAL 0�4 �
SHOWN AT HEAD MULLION ppS�TIONm AS SHOWN. SEE �
I END. SEE "FRAME QNCHOR I "FRAME ANCHOR �
FtEOUIREMEN75 TA6LE" ON REOUIREMFNTS TAHLE' ON
SHEEi 1 FOft REOUIREMENTS. SHEEi 1 FOR REWIREMEMS. $
I• �
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IN5TALiATION CLIPS WtiERE SHOWN. SEE ,�-� . 4 a EE SINGLE WtNDOW • • • • • • • • 5 =���«
"F'RAME ANCHOR ftEQUIREMEMTS TABLE" '4 4�� ELEVATION FOR FRAME EXTERIOR £LEVATtON: � �d�N•"
ON SHEET 1 FOR REQUlREME1dTS. ANCHOR REOUIREMENTS SEE SINGLE WINDOW a o-� �
E & POSfT10NS AT SIDES T1N0—WIDE WINDOW ELEVAl10N FOR FlN N � -���� ••
NOTE: CL1PS MAY BE USED AT HEAO EXTERIOR ELEVATION: .oF vnNOOws (FlN INSTALLED SERIES 25� ANCHOR REOUIREAIENTS � �jz���•
ALSO 1N LIEU OF FRAME SCRE�lS �1d0—WIDE WINDOW ' ac Pos�noNS atovi�m g�� W '
ALIOWABLE�DESIGN PRESSl1RE SCALE: 3/4' = i'—o' g �� ��
LFRAME SCREWfiNSTALLATION CLIP "�N��'S �' ��'Z�m6
INSTALLED SERIES 201 (m0—WIOE WINDOW) o��
OVERALL FRANE'S1ZE (It1.) ALLOWABLE PRESSURE (PSF)• ���
SCALE 3/4" = 1'-0" cn 72 1 2" X 72' 35 33�
tu 72 1 2" X 72' 50 'i'''�� ''�.. ---
D>46 1 2� X 53° 35 ���, ��—��/��: a
t9 96 1 2� X &2' 30 `�'�'�'Q.`' �j ��.,/�'"�; �-. ch
(+l 96 1 2� X 72" 25 �r=;?� M �3:'•�' G. N x
(0 89" X 78" 20 ^,�� � fly �`:� � •• �„� �a
t�)STANDARO PEF2FORMAh'CE WIN�W; PLASTIC TILT LATCHES ON =�� V�$� � Q j. " �
UPPER ftAIL& BOTfOiA SASH lNTERLOCK. ��j O p�'y Q~'�. � ' ;a
HIGH PFRfORMNVCE WINDOW; METAL TILT IATCHES ON id` Z q�: v `_
BOTfOM SASH INTERLOCK. �,r�`�_.,�/65�: � 3
PRESSURE SHOVM IN THIS TABLE IS FOR'INSTNSATION fyi�,-A( �9gg()��0--��� •
CONORIONS ONLY. THE GOVER6NNG DESIGN PRESSURE ON THE ��t�!•••••"� "�'a �
WINDOWS StiALL BE TFiE LESSER OF THAT SHOWN 1N THE " 15g6 �.�
{NDMOUAL WINDOWS STA7E APPROVAL OR THAT SHOWN IN THIS 5H�wo.
TABLE. 2 °r �j
oiura ar. a¢�e+�
. 108' MAX. OVERALL FRAME W�DTH .. ... . . . 108" MAX. OVERALL FRAME WID1H r�n�� ui�.ys
. i_�e own,ca'
48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIQTIi 48" MAX. FRAME WIOTH 4B" MHX. FRAME WIO1H 48" MAX. FRAME WIOTri �
2'�-3' 2"-3"
4, 4.. 4. 4. � 4. 4.. 4. 4. � -
4
. . . . . . . . . . . . . . .
- .--- — �
/ �
/ ' � � I
/ / fRAME SCREWS I ERE � AT / / CLUSTER FIN ANC RS A�LLION
HEAD MULLION ENO. SEE 'FRAME ENDS SUCH THAT THERE ARE A TOTAL �
I ANCHOR REOUIREMENTS TABLE" ON I OF 4 POSITIONED FS SHOWN. SEE x
SHEEf 1 FOR REOUIREAIENIS. 'FRAME ANCHOR REQUIREMENTS TABIE'
ON SHEEf 1 FOR QUIREMENTS.
I I .
F- _
2 �
I W W Q Iq
W � W • Z Osf�rn
� .'_. ._ � '_'_'.." � I __"'__ '_ U pw�o
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/ I J�17
m I I � I ? ��yn .
� ' � • ' O 0.N
I O (�
SEE SINGLE WINDOW �" � •
ELEVATION FOR FRNIAE I SEE SINGLE WINDOW a Z
ANCkOR REQUIR£MQdTS ELEVATION FOR fIN � Y
I & POSIT10NS AT SIDES ANCHOR REQUIRE�AEN15 �
� O F N 1 I N D O W S I � & �`�NS AROUNp o ���
, i / / Z °'
nuruunor+ 'O
,
cur _ ^ � -
- — - -- -- ----- ,� ���'«
� �4�wn
INSfALLATION CLIPS WtfFRE SHOWN. SEE • ' • ' • a n. S
•EXTERIOR ELEVA710N:
,�c�� 'FRAME ANCHOR REQUIR"cMEMS TABLE' � �� '
4""� 4'' �'4"'4"' 4" 4 4' 4 oN g{EEf 1 FOR REQUIREMENTS. 7}�REE-WIa� W�NflOW � �F��Y
EXTERIOR ELEVATION: No�: cups nwr sE usEO AT HFao �F1N INSTALLED SERIES 251 W ��o��
THREE-WIDE WfNDOW ALSO IN LIEU OF FRNAE SCREWS N
SCALE 3/4" = 1'-0' �+ �+Z�
{FFtAME SCREW�INSTALlAT10N CL1P - ��" �
a°,3'a
INSTALLED SERIES 20l qLLOWABLE DESIGN PRESSURE �`''� ��'���'`: -
� SCALE: 3/4• = t•_�• ;' r^-"",�jp+J�� �;
- - REE-WIDE WINOOW) ti v�!' 1 = a .
OVERALL FRAME SIZ£ (IN.) HLI.OWABLE PRESSURE (PS� ��.-Qr �.�j L.6�518"• o o �
(II 108° X 62�� 35 ^t;;$ r O p"��„4 r N "d��
y� �' �.y.:4& � rV yo
tp 106` X 72" 25 .�3� V� � 4 Q-�� F z
cu 84' X 78' 30 f y 1j p ���:�_ w s�.g -
c�l SiANp,4Rp PERFORMaNCE vnNDOW; PiFSi1C i1LT 1ATCHES�ON :�� Z ,�a °
UPPER RAIL & BOTTOM SPSH INTERLOCK. %?-.� ��`� � g
PRESSURE SHOWN IN THIS TABIE IS FOR INSTALLATtOM �'•.� �C�&�`, }
CONOtTtONS ONLY THE GO�RNING OESIGN PRESSURE ON THE ' "
WINDOWS SHALL 8E 1HE LESSER OF THAT SHOWN IN THE . .�S9F) C_
� INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS �^a�
rae�. 3 Of 5
v
c� arc�aa er:
SEAl1WT BY OTNERS FIN FASTENER SUBSTRATE BY SUffiTRATE BY OTHERS PER FRAME SCREW v,m��. ��a��
FRAAIE ANCHOR REQUIREMENTS PER ELEVAlION
BEHIND NAIL FlN PER ELE�IATION OTHERS PER
TABLE'
"FRAME ANCHOR � g
-`- - .. REQUIREMENTS • - . ' - � � �
_ r TA6lE" " � -
"ti;: . . ��4., MAX. �
_ ��q• �, SHIM AT
_ SPACE FACH ANCHOR
SEALANi BY `�� �
07HEF25 - ' �
l SFAIANi BY z
J-CHANNEL J OTHERS �
SECTION/NOSE lS �- � �
0?TIONAL AND p $
NEED NOT BE � � � :
PART OF THE �-
FRAfdE PROFlLE I- �
U '
SEAL SPACE SEAL SPACE
IYITH LOW YATH LOW ' y
EXPANStON FXPANSION
FOAM AROUND FOAM AROtJND a W�
- P R A F FS�-�
tVINDOW FWUdE WINDOW FRAME � q�a¢o
z iz�o
�
� c.x� _ ��=n
0 = = m �oNr
o ^
EXTERIOR "' E7CTERIOR � a °'N�
o � - o � � �
- Q �a
�
t �z
0
z m
� zm
. � � � �� �
Z"o
J-CHANNEL N Z d z�i
SECTION/J�105E IS � \ wa�«.
OPTIONAL ANO 1 N ����
NEED NOT BE
PART OF THE �N���N W F R i
FRAAIE PROFILE � Sfq{�ryT 8y � ELEVATION -� �fVliN°�€. .
SFALAM BY - OTHERS � o��
OTHERS � ��v a
33�1
�`:+` 1/4' 1dAX. SHIM
� _, '. 1/4' h1AX. �"�~ AT EACH CLIP '
:'��I SPACE �� a
� SHIM AS REQ'D TO �� ' SHIM /S REO'D TO �� ;j���°�I< _^
"`� SUPPORT & ALIGN �" SUPPORT & ALJCN 'Q.Q`` � oI �
'�': ;ti ,-�::. _•�`-� -.� � ;...:.� WINDOW .``,. :' _ . WtNDOt9 �`k' � ,�`.�= a �i$
- �' . .• --' ' ' ' SUBSTRATE BY OTHERS � _.f:: ' , , • .. .:�. �v @• M w b'.. c�o uo
SEALANi 8Y OiHERS'� ,FlN FASTENER � � =.i-1'�
BEHINO NAIL FIN PER ELEVATION , �b r b � ;a' � ' NZ
, • PER �FRAME ANCHOR SUBSTRATE BY OTHERS ���� �� � �;��_ � �W
RfQUIREfAENTS TABLE" PER 'FRAAdE ANCFiOR INSTA�LATION CLIP - v h a--,''�+�..: }� a
SECTION p� REQUIREMENTS TABLE" SECTION pZ SCREW PER 'FRAME �:�:` �' N���j.��
SCALE: 3/4 FULL 4 IWCHOR REQUIREMENTS %��;._ � �'�Ti� 3
SCALE. 1/2 FULL 4 TABLE' (1 PER CUp)
SERIES 25 NA1L FIN MOUNT �•�t"-J' ��'�� �H'IN4 ." REY.
( ) (SERIES 20 FRAME ' �'�� 1596 C
� SCREW/INSTALLATION CUP MOUNT) s�+��-
4 � 5
.
� ..
er, as�o
1/4" MAX. SPACE FRAME WIDTH 1/4" MAX. SHIM FRAME WIDTH rwi� ��1
AT EACH ANCHOR � �v�a�
SllBSTRATE 8Y '�;,. SEAL SPACE WI7H COW
OTHERS PER p(PANSION FOAAI AROUND SEAI.SPACE WIiH LOW �
FRAME ANCNOR:`�;, pER]METER OF WfNDOW FRAME EXPANSION FOAM AROUNO a
REqUIREMENTS PERI�1EfER OF wIN00W FRAME
�
TABLE' FRAME SCREW
'FlN FASTENER 9 � PER ELEVATlON '. �� �
PfR ELEVATION �
,• �SEALANT BY SU85fF2ATE BY �• a
OiHERS BEHIND::•��' OiHERS PER '-�" �
NAII FiN •' � "fRqME ANCHOR�=" �
��p REQUIREMENTS �
•�:` TABLE" � o
- EXTERIOR •� � �
' � � EXTERIOft
:•v. .
� _ J-CHANNEI SECTION/NOSE 1S i� SEALANT BY OTHERS
OPTIONAL MD NEED N0T BE _ y
' PART OF THE FRAME PROFILE '.'';�• " SECTION gZ a ,�
SEAtANT BY OTNERS a W r+
° �rn
SECTION B� (SERIES 2a FRAME SCREW MOUNT) '' �aQo
SCALE. ]/2 FULL 5 z o�zao
(SERIES 25 NAIL FIN MOUNT) i �o�M
W U�� 7
J amr�
SUBSTRATE BY FRAME SCREW PER ELEVATIONS o �N��
O7HERS PER & FRAME ANCHOR o �
FRPME kNCHOR RE�UIRE�dENTS TABLE` � ' �, �
RE4UIREMENTS � 1.325�0.293 � �
TABLE"
� �
� 3� z �
Q.060� � . Z �
CONTIMUOUS WOOD ' � ?�
c Z g Q �'
SlZE THAN A ?X_ > Z���N
BUCK TO BE M1N. O INSTAUATION CLIP c'�•i zd gz�
3 1 f2` DEEP. N0T , � � �
a�`^Y
REQUIRED WNEN (NNYL) o S�
SHIM SPACE IS � EMERIOR N `�`F R�u
WfTHIN ?LLOWABLE ' �Y
_ DIMENSIONS SHOWN .�� .� SEAIANT BY OTNERS w Uj o � :
IN SECTIONS). _ v� �v�Z g a
' Nic�. �
;:;;.:.' `'',$C���� !, u��
OPTIONAL SERiES._20 _DIRECT MOUNT DEZAI -'"" "�•� ' o
TO SUBSTRATE WfTH SPACER `;���` u> ����'°'- � `
(SERIES 20 FitAME SCRFN MOUNT� `�`�°� �-� � $�� F �
0
-N� �r "�„' ���{�b a
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