HomeMy WebLinkAbout16-17361 . CITY OF ZEPHYRHILLS ''
. 5335-8TH STREET
' — (813)780-0020 17
� BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17361 Address: 7205 ASHLAND DR
PermifType: 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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0240
Improv. Cost: 4,357.03 OWNER INFORMATION -
Date Issued: 5/24/2016 Name: PILLIVANT FREDERICK& SUSAN
Total Fees: 90.00 Address: 7205 ASHLAND DR
Amount Paid: 90.00 ZEPHYRHILLS FL 33540-1415
Date Paid: 5/24/2016 Phone: 813-810-9853
Work Desc: REPLACEMENT 7 WINDOW S/S
CONTRACTOR S ' APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 90.00
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Ins ections"Re uired .
FO TER 2ND ROUGH P UMB MISC INSULATION CEILI G
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER � MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
f rst reinspection,whichever is greater,for each such-subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� NO OCCUPANCY BEFORE C.O.
� � � v��
CONTRACTOR SIGNATUR PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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Building Department
lYlrrnr�.GA
Date�teceived► �_'_��—� �,
��� Phone Conta�c4for Permitting � 26 -- '�'Y�6$ _
Owne�'s Name �/ZP� �i 1/i✓pw/� Owner Phone Number ��3 -gt� - �1�53 �
Own��'sAddlress�zOs �S�IAN� dR � � OwnerPhoneNumber � �
Fee:�Imple 1'itleho9der Name _] Owner Phone Number C ��
Fee:ilmple 1'ftlehoVder Address C __ _�
JOB ADDRESS 720� !�S1,1�a�Ic��/a ZP�iayl�;�/s F� 3 3 s�o � LOT# , ZY �
SUBIDIVISIOIV �I�.P�A 1liI�A9.¢� F,S� PARC�L ID# 35-�5-2I'OOSO'OOOOp " D�.�O �,]
(OBTAINED FROM PROPERTY TAX NOTICE)
WOR.N:PROF�OSED NEW CC)NSTR ADD/ALT 0 SIGN [� CI DEMOLISH
INSTAI_L I� REPAIR
PROIPOSED USE Q SFR I� COMM � OTHER � �:�
TYPEe OF CONSTRIJCTION Q BLOCK I� FRAMC 0 STEEL [� C __;�
DESI;IRIPTIO�N OF 1NORK !`��+�LQ �]yv�N�p� �,tNi i��$�ie. FL 16804 �
BUIL�ING SIZE [_ :5Q FOOTAGE C_� HEIGHT [ I
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[_�UILDINC� $ (J ` � VAL.UATION 01=TOTAL CONSTRUCTION
7 J
[_�ELI=CTRICAL $ � AMI'SERVICE � F'ROGRESS ENERC9Y Q W.R.E.C.
[-�PLUMBING $ � � �� � �
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[_�MECHANICAL $ � VAL.UATION Of=MECHANICAL INSTALLATION
[_�GAS ' Q ROOFIPJG [� SPECIALTY Q OTHER
FINIShIED FLOOR ELEVATIONS � � FLOOD ZONE AREA �YES NO
ttittFPtl�i-ti�tti-fi-FFH�i-F� fhi-hit i�i-It�f�f-hFti-Fitttiiiii�}tftHi-I-H-FFi-FFNi�i
BUILIDER .�TeR AN NY A R � �
��MPANY _LO_W e S 1/arne CeNTe�s LLG
SIGN/#TURE �»yl.(�� �` C��� REGISTERED ��Y%�� FEE CURRE� Y/N
�'
�4ddress TO BCX 7 g!R9 3 p R�A�n�do F(,3Z�'18 ] License# C�oG/5oSY�7 _.,
ELEC1'RICIAIV COMP'ANY ,
SIGNATURE � REGISTERED Y/ N F
1 EE CURRE� Y/N
���ddress [u � License# C ]
PLUNIl3ER COMPANY ]
SIGN,ATURE REGISTERED Y/ N FEE CURRE� Y/N
/���dress r L(cense# C � �
MECFI�4NICAI_ � COMPANY �
SIGN,ATURE I REGISTERED Y/ N F[E CURRE� Y/N
/\iidress [� � Ltcense# C ' _]
OTHE:Ft COMPANY � ,
SIGN�4TURE [ REGISTERED Y/ N FEE CURRE� Y
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Address � � License# C � �
iitftitttttHih++f+hfi-H�F +i+fiii-af-hF i+}tHitiitf+l-Ff+t �
RESII)IENTIAI_ Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Constructlon.Plans,Stormwater Plans w/Silt Fence installed,
- " --� -- �- Sanitary Faotlitles-�1 dumpster;Site Work Permit for subdivlsions/large proJects - -- --
COMMERCIAL Attach(3)complete sets of Build(ng Plans plus a Life Safety Page;(1)set of Energy Form�.R-O-W Permit for new constructlon.
Minlmum ten(10)working days after submittal date. Required onslte,Construction Plans,Stormwater Plans w/Siit Fence installed,
San(tary Facilit(es 8�1 dumpster.Site Work f'ermft for all now proJects,All commercial requirements must meet compliance
SIGN P'ERMII' Attach(2)sets of Engineered Plans. "
""'PROPERTY SURVEY requ(rad for all NEW construction.
�IILl'�]2lIIII �A�� �IB
Direct:f��ns: _ - ---- - ----_- - , _ _ - _ ' - _- - - -- - - -
Fill out appltcation completely. - - — '
O�vner&Contractor sign back of appl(cation,notarized �
IV�over$:!500,a Notice of Commencement is required. (AIC upgrades over�7500)
"" F�c�ent(for the cantractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER.'fHE C()UNT�R P�RMITTING ,(Front of Application Only)
Reroofs If shingles Sewers Service Upgrades A/C . ��Fences(PIoUSurvey/Footage)
[hivevvay�s-Not over Counter if on pubiic roadways..noeds ROW
i
NC)TIC� O!F DEED REST641CTIONS: The undersigned understands that this permi#may be subject�o"d��:d" restric:tions'°
whicto m�y be more restrictive than County regulatians. The undersigned asstames r.espansib(lity for aom�liance with any
applic:able deed restrictions,� � � '
UNI.i�G��d�ED CQNTRAt�T�RS P►N� C�NTRACTQR RESPONS1BIl.IT1ES; If the owner has hlred a cvntrac.tor or
contr�ctars fo undertake wark, fhey may be required to be Ifcensed in accordance with sfate'and local rec�ufations. (f the
contr<actor is not licensed as requlred by law, both the owner and contrackor may be cited for a misdemeanor vic�latian
under� sta#e law. ff fhe owner or infend�d contracfar are uncertain as t� wha# iicensing requiremenfs m�y apply f'or the
intenc�ed work, they are advised to cont�cQ the Pasco County Building Inspection Div{sion—Licensing Sec,tian at 72'�-847-
8009. Fur#hermore, if th� owner has hired a contrac#or or confractar�, he is advlsed ta have the contractor(s} sign
porkions of the "contractor Block" of this application far which they will be responsible. If you, as the owner sign �s the
contr�ctar,:that may be ar� indication that he is nat properiy licensed anci.Es rto� entf�led to peEmfkking priv!leg�s !n �'asco
Caunty.
TaAP�SF�ORTATlON.IMPr4CT/UTILITIE� INlPACT AND RESOIJRCE RE;CCIVERY FEES: The undersign�d under:�tands
that 1'ranspartation ImpacQ Fees and Ftecaurse Recovery Fees may apply to #hEs consfrucfion of new buildings, change of
use iii existing buildings, �r expansion crf exis#ing buildings, as specified in Pa:aco County Ordinance number 89-Q7 and �
90-0?', as amended. The unders�gned also understands, that such fees, as may 6e due, will be Idenfified a#the time of
permutting. it is further understood that Transportatian Impact Fees and Resource F2ecovery Fees must be paid prior to
recei��inc� a °certificate o#occupancy° ar�r�ai power release. !f the project doey not involvs a certificate of occupancy or
finai power release, the fees must be paid priar fo permit issuance. Furfhermore, if Pasco Caunty Water/Se�wer Impact
fe�s�are due, they musk bE:paid prior to 4��rmit lssuance in accordance with applicabie Pasco County ardin��nces.
Ct3NSTtZUCT10N LIEN LAW(Ch�pt�r'7•i3, Floritla Statettes, as�a`merided}:' �f valuation of work is$2,;i00.00 or more, !
certify that I, the applicant, have been provfded with a copy of the uFlorida Ganstruction Lien Law—Hc�meawner's
Protection Gutde" prepar�d by the Florida Department of Agrlcuiture and Consumer Affairs. Ef the applicant is sarneone
other than the"owner", I certify that I have obtained a copy af the above ciescribed dc�cument and promise in c�ood faith to
defiv�r(t to the"owner"prior to commenz,ement. ,
Ct7N'TR�►�TOR'SIOWNER'S AFFBDAVBT: i eerfify that all the information in this apnlication'is�accurate and that a�l work
will be done in complianc� with all applicable laws regulating construckian, zoning and land developmerit. Application is
herekry made fo abtain �s permit to do� work and Installat#on as indlca#ed. 1 cer�ify fhat na work or installation has
comrnenced priar to issuance of a perrnit and that all work will be perl`ormed to meet standards of all laws regulating
consfirucfion, Counfy and City codes, zorting regulatlons, and land deveiopmenE r�gulafions In the Jurlsdicfion. E also
certify that I understand that the regulations of ather government agencies may apply to the infended work, �ind that if is
my r��sponslbility ta Identify what actions 1 must take to be in compliance. Such agsncfes (nclude but are nc�t lirnited to:
- Departmenf of Environmental Profection-Cypress �ayheads, V1lefiand Areas and Environmentally Sensifive
Lands, WaterlWastewater Treatment.
- Southwest Florida Water Management Distric#-Wells, Cypress ��y�,�aas, Wetland Are�s, Altering �
Watercourses.
- Army Gorps af Englrie�rs-Seawalls, Dacks, Navlgable Waterways.
- Department uf Health & Rehabilitafive ServiceslEnvironmen#al Health Unit-Welis, Wastevvater Treatmen#, ,
Septic Tanks. � , � � � '
- US Environm+sntai Protection Agency-Asbestos abatement. •
- Federal Aviation Authoriry-Runways.
1 understand that ffie fttllowing restrictions apply to the use of fi1E:� - - � . ' .
- Use of fill is not allowed in Flaod Zane"V" unless expressly permitted. '
- lf fhe tfil maLsrial Is to be �ased in Flood Zone "A", it ls under�tood that a dralnage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a prof�ssianai engineer
licensed by the State of Florida,
- 1f the �II mat�rial is to be t�sed in Flood Zone "A" in conn�ctian wifh a Rerrnitted building ctsing stem wali
construction, I certify that fill will be used only to fill the area within tlie stam wali.
- !f ftli material is to be used in any area, E certlfy that us� of such fill will nat adversely affect ae!}acent '
properties, If use of fill is fcrund ta adversely affect adjacenk properties, the owner may be cited for violating �
fhe condifian.� of the building permi# issued under the atEacl�ed perrr�9t ��ppiication, for fots less than c�ne (9)
acre which are elevated by fill, an engineered drainago plan is required.
If 1 ait�tl�e AG�NT Pf1R 1CHE OWNER, I promise in good faith to inform Qhe owner of the permitting condifiion:> set 1'orth in
this ��ffidavit priar to commencing construction. 1 understand that a separate �ermEt may be required for elecfrical wo�k,
plumbing, signs,,wells, pools, air condilioning, gas, or other fnstallations not �pecifically included in the application. A
p�;rmit i5sued shal! be cansfrusd to be � license to procsed w�th the work and not as authori#y ta vlalate, cancel, aEter, or
sE:t aside �ny pravisions of the teahnical codes, nor shall issuance of a permit prevent the Buildirig Official fram thereafter
reqttir4ng a correctlon of errars In plans, construc#ion or vialatlons of any codes. Every permit issued shal! bes;ome invalid
unle.�s the work authorizE:d by such permit is commenced wifhin six months af permit issuance, or if work authori�ed by
the permit is suspended c►r abandaned for a perfvd of s9x{6) months after the time the work is cammenced. �n extension
may be requested, in writing, from fhe �uiiding Offrcia! for a period ncrt to exceed n3nety {9Q} days and will �emanstrate
justlfiable cause for the e�ctension. If work ceases for ninety(90)consecutive days, thetjob is considered abandone�.
"WAFtNiNC�TO C?WNER: YOS1R FAILUC�E TO RECORD A NOYICE_OF C.OMMENCEMENT MAY RE=:�UL.T W YOUR
P1�YtN{�TWICE FOR tM{PRC}VENIEN'F�T{}YUUR PROPERTI�. 1F YC?U INTI�ND'f0 OBTAlN FlNAN�9NG,COtJSULT
WITIH YOl1R L�NDER O�AN AT'I'ORNEcIf BEFORE RECORI)ING YOtJ}�NOTiC� OF COMMENCEM1=iNT.
Fl.ORlDA JURAT(F.S.197.Q3) . �
UWNIER rJR AGENT CONTFSACTOR ---�"'''Ft� �".—
Subsc;ribed and swarn to(or afflrmed)befo�e me ihis Subscribed and orn to(or affirmed)before me k (s
----... __ _ tsy by�so N 1�-'4 t�vt C�
, — � �...—_�.__._ - —_�_._ _ _ , �_-
Who islare personally known to me or haslhave produced Who Is/ e p r a�i to m�s or has/have produoed " "�
� _as ldentlficatlon� ,..,,.� as identification. �
Notary Public Notary Public �
,,,, �,,,.
Commisslon No. Commi n o�t',,,,"'°�';��,,,JACQUELINE BQGES _,_„ ._
_�: :._ �;omm�ss�on 5 1. 3
:�= a .-a�: Expires December 12.?�)18 `
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Namci of Notary typed,printed or stamped Name of Na � ri T���q�p�^°eaco•�s•�o ti
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, , BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �����
Date Received: �������
Site: �Z v~,S� �.�G����
Permit Type:
7 ��r h�� S � S �'c� ��.e�-
Approved w/no comments: Approved w/the below comments: ❑ I�enied w/the below comments: ❑
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This comment sheet shall be kept with the pernut andlor plans.
S�/�'��
Kalvin Swi —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present) '�
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NOTICE Of �O-M1fAE"N � E�III�NT '
State oi-�JcrPda �� --�� -� �� '�-�
. County of.�;�� � � _
TI#E.11NDF�BIQED-fier�eby 9hiea notice that Improvements��1U be made.to�certaln rea!properiy,and in�sccadanoe w�h S�cdon T13.�3bf 8re
Flmida��,ffie to6ow�ny�is prov{ded in thls NOTICE OF C�blMENC�MENT.
�.oe�e�iptloi,d pceperlyttag�l d�.+eripda,� . PhA ���q '�s QHws � P � c.e; v P�3
a)Sfreet�(a�b)Addf�9ss: �T�S R,�R N� Z�PJ►Q�}►i I IS FL '3 35 YO �
2Ge�ten!deaa�loit�bnpro�vemarits: .
i.� t�.rdo�� R�placec�,�•sr
3.Owe�hdomfd�r or Letiae IM�rrta�on M ths t esaee contracbd tor the Improverwenti �
a)Name mid addre� FA.eC� P�tl:va r.►T - 7 20 S' a s R r�d dk ZcP�yh:ris Fc. 3 3 sSlo . _-
b)Name and eddrese of fee.simpFe tltlehofder{If dfffener�than Owner 14�ed above) -- .
c)inb�resf!rt propelty: 6 w nt�lZ _
fraeEor t�ertnatlon .
�' Name and address: �.O tni� S ��rv�� ,�,g�tt'�_,�t S���'.�e �3 0 7� � 8��S 9 3 d R��4�4w/`Ia��� f L
b)Telephaie•Na.: 4 Oti - 3`�3 - �[�! Fax Na.:�(opHonaH 3 z��a�
3�Suro!!►�f ePP�le�a capy of the paymen�ed) , .
a)Name and�address: __��,��Q - .
. b)7el�one�No:. , • ` .
c)Afrro�uit ot Aor�d: _;• ` �
8.L�t�r �
a)Name and addre�s: eJl�t �
b)Te3ephone No.: • � .
7:Persau wJt�tf�s•StaEe o1 Florid�dealgnaEad by Owmar upon om notl�oes�ot other dod�menfs may be serv�ed as
. 713.13(1)(a)7.,Fbrida Sistutes: 8 ���
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� a)Name�d address: ____N�A '
b)7eDe�hare No.: Fax No.:(op8onal) --�
B.�Jn ad�flon b htmteN or heiseH�Ownar deslgnat�s �(A oi
m rs�lue a oopy of fhe lJerwrs Notke as provlded in Saction�t3.13(1}(b),Flodda Sta6utes.
' b)Rhone Nwn6er of Person or entity destgnated by Owner.
I 9.Expiradon d�ee of notloe�caenmencement(the explratlon de6e mey nnt be before fhe compl�lon of oaisbucf�n ar�d 9nal psyn�ent b tlte
co�fractor but w91 be 1 frtcuri the ate�of recordfn Ln 'a d�ferent date�is � � 20
. ;.��. . ' P � � � ti"'Tbl� 1'�E�XPIttkTfON � � �MO�aC��OF. .
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• PA'ifINO TNIl�Eft�1Y�EN�'S Tt�YOUR PROaERfY,ik Np'fICE OF�Q�N�EMENT.��Ig�?��,����-
U�:TiON: IFYOV II�TE7�1ltt0 OgTAIN'�I1�AN�31qL�,CONSllLT YOUR LLNb'ER bF�At�t AfT01�N�11�����p� �
. �!0�'Cq�fQOTI�Q'OF C011A�AENC�lENT. . .
U�er�of pet�try,I dedane�ha}I�heve read the foregoing noH�of commencement and tliaf fhe facts��ed fhe�n aie�tn�m f���my.
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� D(WRES:MAR 17,2018 PAULR S 0'NEIL,Ph�.D'Pp5C0 CLERK'9 COMPTROLLER
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STATE OF FE.46�{�A,,�Q�N1"��F�'��CQ. • • : ���� �
THIS IS TO"CERTIFY THAT'Pl��,:��R��OI�G IS A �,°�� � A
TRUE AND CORRECT�O�Y Q�fil�� "P.Q�����T � .
ON F1LE OR OF PUBLIC R��,@R9 IN�4�Is p�FI�E `'� � �, -0c
WIT ES MY FiAND�AND Q��I�I����i���H�S � " }„���a�v�rri�r .
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AddtffanaJ apeclflcatlorrs, '�'he;Erktrironrnental� Protectie�n;Agency.(EPA) t�as.��requested,thax � MaYis .
Lowe's nottfy instatlattan�customers�fh�t a iea'd tiaspti�pairi#hazard may'exist In cir�'vel]tngs.bullt' �... �`rax'
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cantract form��This'assumes sriund existigg:substNaxu[es,.supeistnscta're•and+pcilhts'af aitachmenfs:��ktra�lat�or.ar.materiai ineident:to tnstattation necessftated
- bydefectivesub3truot�res,supersiictchire,polotsof.8ttaetiiYieril;:7ir.�fhainovirig`.df`.#'i�iure�or.�a�ipii�ncestti�.be•bftted•at.ez;'ra.costtocustomer:� ,�
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DO NOT SIGNTHI�a CONTRACT UNTtL.COMPLE�'E AND:YQ�U.HAY�,�EAD THE TERlUfS t#ND CE3NDiTICiNB C'tO�1T�IfVE[3-i�N TNE
'�f�EVERSE�$lD��O�'THlS"CONTRAC'i:�?�BY'�St..t�.aNINQ�:$E4,�W;YL1t3��lR�'=AL"iCi�IOV.II�L�!?Gt1�C'�TkIA�`�C)l,�.fi�tiVE•REAI],.U[�lDER-
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, � � Pella �j Z�a � stt
� �������N� Reliabilt C!
- Other
�' PSE Pricing Warksheet - Windows
� (Complete and Fax to Insta(ler�
'
� Customer:_ � P�ji�ly�-� Store: 1���I
,
Phone{home}; !3-$J a- !�3 Phone�cell}:`fi13�$�'3- �7 S,� pt�an�{other}:
InstallAddress: 7Z.vS �S��Q»� Q/, �a h,��►IlS �L 33S4v
�
Directions:
1. Draw fihe walls where windows are being replaced and label them frant, bacic, L side or R side
{as seen from the str�et�
2. Draw the windows that are being replaced an each waf( drawirrg
i, 3. Place a capital #etter beside each w'rndow in the drawing. Windows with the same dimensians
wil! have the same fetter. Complete the inforrnation on the nexfi page using the corresponding
letter.
Fron�
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Back � _
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�Ta�.�.. 185�!
F�- f�v80q
FL# � FL16809-R2
Applic�iion Type Affirmation
Code Version 2014
i Application Status Approved
Comments I
Archi��ed �° I'
Product Manuf'acturer Pella Corporation
Address/Phone/Email ]02 Main St.
Pella,IA 50219 1°
(64])621-6096 �
pellaproductapproval r�pella.com �
Authorized Signature Joe Hayden Sandi Robinson
pel laproductapproval@pel I a.com
ALL WORK SHALL COtI�IPLY WITHALL
Teclinical Representative PREVAILING CODES,FLORIDABUILDING
Address/Phone/Email CODE,NATIONAL ELECTRIC CODE
CITY OF ZEPHY�ur t A�'�
Quality Assurance Representative 1'�S�����Fj
Address/Phone/Email
Category W indows
Subcategoiy Horizontal Slider �������„� � I� /
Com liance Method '( `
P Certification Mark or Listing p�����1��������s
Certitication Agency Window and Door Manufacturers Association M'���
Validated By Terrence E.Lunn,PE
( Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard
Year
AAMA/WDMA/CSA ]Ol/I.S.2/A440-08 2008
Gquivalence of Product Standards
Certitied By
�I affirm that there are no changes in the new Florida Building Code which affect my
product(s)and my product(s)are in compliance with the new Florida Building Code.
�ocumentltion from approved Evaluation or Validation Entity :�;yes ` %No :;N/A
'roduct Approval Method Method I Option A
)ate Submitted O1/30/2015
)ate Validated O1/30/2015
)ate Pending FBC Approval
)ate Approved 02/02/2015
ummary of Products
' �s://floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPv9gpXve45c5qKXpqOFagZQ%3d%3d 3/7/2016
I I
FL# � Model,Number or Ns►me , � Description
1680�3.1 250 Saries Sliding Glass Window 72"x 44" vinyl non-impact XO/C7X sliding window with lock stile
reinfarcement
Limits of Use Certification Agency Certificate
A��proved far use in HVHZ:No FL16809 R2 C CAC CCL 411•H-]463.18 �.l9.pdf
Approved far use ontside HVHZ:Yes Qualify Assuranee Cantract Expiration Date
Impact Resistant:No OS/24/2021
Design Pressure:+351-35 Installation Iastructions
Other: Configurations of glass shall conform to the current ASTM E1300 FL16809 R2 II Drawin l�,�g69.pdf
standard, Verified By:Warren W.Schaefer P.E.44135
Created by Independent Ti�ird Party:Yes
Evaluation Reports
FL16$Q9 R2 AE Qrawing 1869.�df
Created hy Independent Third Party:Yes
16809.2 250 Series Slid'sng Glass Window 72"x 44"vinyl non-imgaet XOl4X sliding winda�v�vith lock and meeting
stile reinforcements.
Limits of Use Certification Agency Certificate
Appraved for use in HVHZ:No FL16809 R2 C CAC CCL 411-H-1463.22 .23.pdf
A��proved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
tmpact Resistant:No 05/241202I
Design Pressure:+50/-50 Installation Instructions
Other:Configurations of g2ass shall conform to the current ASTM E1300 FL16809 R2 II Drawin� 18b9.pdf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evalaation Reparts
FL16809 R2 AE Drawin 1� 869.pdf
Created by Independent Third Party:Yes
16809.3 250 Series Sliding Glass Window ]0$"x 44" 1/4 vent vinyl non-impact XOX sliding windn�v with lock stile
reinforcement.
Limits of Use Certification Agency Certificate
Approved for use itt HVHZ:No FL26809 R2 C CAC CCL 411-H-1463.02 A3.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 48/0612Q21
Design Pressure:+35/-35 Installation Instructions
Other: Configurations ofglass shall conform to the current ASTM E1300 FL16809 R2 II Drawin l� g69•pdf �
star�da:•d. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Party: Yes
, Evalaation Reports
FLIb809 R2 AE I}rawin�I869.pdf
Created by Independent Third ParCy: Yes
16809.4 250 Series Sliding Glass Window ]08"x 44" 1/4 vent vinyl non-impact XOX sliding window with lock anci
meeting stile ceinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R2 C CAC CCL 411-H-1463.04 .OS,pdf
Approved fo:•use autside HVHZ. Yes Quslity Assurance Contract ExpiraTion Date
Impac#Resistant:No 08/06/2021
Design Pressure:+SO/-54 Installation Instructions
Otiier:Configtirations of glass shall confortn to the current ASTM E1300 FL16809 R2 II Drawing 1869.pdf
standard. Verified By:Warren W.Schaefer P.E.A4135
Created by Independent Third Party:Yes
Evaluation Reports
FLt6$Q9 R2 AE Drawin�1869.pdf
Created 6y Independent Third Party:Yes
16809.5 250 Series Sliding Glass Windotiv I08"x 44" 113 vent vinyl non-impact Xt}}C sIiding window tivith lock stile
reinfarcement.
Limits o#'Use Certification Ageney Certificate
Approved for use in HVHZ:No FL16809 R2 C CAC CCG 411-H-1463.08 .09.pdf
A��groved for use outside HVHZ: Yes Quality Assurance Contraet Expiration Date
Impsct Resistant:Na 08/d6/2d21
Uesign Pressure:+35/-35 Installation Instructions
�s://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPv9gpXve45cSqKXpqOFagZQ%3d%3d 3/7/?01G
Other: Conti�urations ofglass shall conf'orm to the current ASTM E1300 � PL16809 R2 II Drawing 1869.pdf
standard. � ' Verified By:Warren W,Schaefer P.E.44I35
° Created by Independent Third Party:Yes
Evaluation Reports
FLi6809 R2 AE 13rawin Ig $69.pdf
Created by Independent Third Party:Yes
16809,6 250 Series Sliding Glass Window ]08"x 44" 1/3 vent vinyl non-impact XOX sliding window with lock and
meeting stile reinforcements.
Uimits of Use Certification Agency Certificate
A��proved for use in HVHZ:No FL16809 R2 C CAC CCL 41 l•H-1463.10 .l l.pdf
Appi•oved for use autside HVHZ: Yes Qaaiity Assuranee Cantract Expiration Date
Impact Resists�nt:Na 08/06/2021
Design Pressure:+SQI-SQ Instatiation Instructions
Other: Configurations ofglass shall conform to the current ASTM E1300 FL16809 R2 II Drawin 1� g69.pdf
stand�rd. Veri6ed By: Warren W.5chaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16849 R2 AE I?rawin 1� 869.pdf
Created by Independent Third Party:Yes
l b809.'1 250 Series Sliding Glass Wsndow 52.I25"x 62'"vinyl non-impact X010X sliding tiirindativ�vith 3aek and
meeting stile reinforcements.
Limits of Use Certifieation Agency Certificate
Appraved for use in HVHZ:No FL16809 R2 C CAC CCL 411-H-1463.26 .27.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
tmpact Resistant:No 0512412021
Design Pressure:+SO/-50 Installation Instructions
Oti�ar:Configin�atians o#'glass shaEl conf'orm to the current ASTM EI340 FL16804 R2 ti Drawin Ig 869.pdf
standard. Verified By:Warren W.Schaefer,P.E,44135
Created by Independent Third Party:Yes
Evaluafion Reports
, FL16809 R2 AE Drawin�l869.pdf
Created by Independent Third Party:Yes
16809.8 250 Series Sliding Glass Window 73'"x 62"vinyl non-impaet XO/OX sliding windo�v with lock and meeting
stile reinForcements.
Limits of Use Certification Agency Certificate
Approved for ase in HVHZ:No FL26809 R2 C CAC CCL A 1 t-H-t4b3.32 .33..�df
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Im��act Resistant:No 45124J2021
Design Pressure:+30l-30 Instailation Instructions
Other; Configurations ofglass shall conform to the current ASTM E1300 FL16809 R2 II Drawing 1869.pdf
standard. Verified By: Warren W.Schaefer,P.E.4�135
Created by Independent Third Parky:Yes
Evaluation Reports
FL16809 R2 AE Drawin,�18b9.pdf
Created by Independent Third Party: Yes
I 6809.9 250 Series Sliding Glass Window 78"x 84.5"averall size vinyl non-impact?CO/03C sliding window�vitli
integra!transom.
Limits of Use Certification Agency Certificate
Appraved far use in HYHZ:No FL16809 R2 C CAC CCL 411-H-1463.24 .25.r�df
Approved for ase outsida HVHZ:Yes Qualify Assarance Cantracf Expiration Date
Impact Resistant:No 08/29/2021
Design Pressnre:+2Sf-25 Installation Instructians
Other•: Configurations ofglass shali conform to the current ASTM E1300 FL168d9 R2 1I Drawing 1869.pdf
standard. Veri�ed By:Warren W.Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL168Q4 R2 AE Drawing 1864.pdf
Created by Independent Third Party:Yes
16$09.10 250 Series Sliding Glass Window 78'"x 62"vinyl non-impact X�fOX sliding windotiv with lack and meeting
stile reinforcements.
�s:UFloridlbuilding.org/pr/pr_app_dtl.aspx?parlm=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPv9gpXve45c5qKXpqOFag2(�%3d°/a3d 3/7/201G
Limits of Use • Certification Agency Certificate
Approved for use in HVHZ:No ' FL16809 R2 C CAC CCL 411-H-1463.14 .15.pdf
ApE9i•oved fo►•use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/24/2021
Design Pressure:+2$/_25 Installation Instructions
Other:Configurations ofglass shall conform.to the current ASTM E1300 FL16809 R2 II Drawing 1869.pdf
standard. Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R2 AE Drawine 1869.adf
Created by Independent Thicd Party:Yes
16809.11 250 Series Sliding Glass Window ]08"x 62"vinyl non-impact XOX 1/4 vent sliding window�vith lock and
meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R2 C CAC CCL 411-H-1463 00 O1 pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+2$/_25 Installation Instructions
Other: Configurations of glass shall conform to the current ASTM E1300 FL16809 R2 II Drawin l� 869 pdf
standard. Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R2 AE Drawing 1869 pdf
Created by Independent Third Party:Yes
16809.12 250 Series Sliding Glass Window 108"x 62"vinyl non-impact XOX 1/3 vent sliding window�vith lock and
meeting stile reinforcements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16809 R2 C CAC CCL 411-H-1463 06 07 pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date �
Impact Resistant:No 08/06/2021
Design Pressure:+30/-30 Installation Instructions
Other: Configurations ofglass shall conform to the current ASTM E1300 FL16809 R2 II Drawin 1�869 pdf
standard. Verified By: Warren W. Schaefer,P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16809 R2 AE Drawing 1869 pdf •
Created by Independent Third Party:Yes
�
�s://tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPv9gpXve45c5qKXpqOFagZQ%3d%3d 3/7/201G
G��� ,
1. AlL F/SiENQLS SHAl1 BE W ACCAROANCE WfiH THESE ou�.m er: n�¢�m er;
ORAWINLS, SPEqFlm ANCMOR EUBED TO BASE IJA7ERlo�SHALL FOR MAX. FRAME WID7H, SEE PRESSURE TABLE •x� ...s
e�ror+o wr�1 vouisH oe s�ucco. FOR MAX. FRAME WIOTH, SEE PRESSURE TABLE
ON TFiIS SHEEf. '1°i`-ie °�`o�yu�,•
2 OPENINGS,BUCI4NG k BUCNPlG FASfQ1ER5 NUST BE
PROPERI,Y DESIGNED k INSfN1FD 70 TRWSFQi WWp lOADS TO ON THIS SHEET 6" 6" '
THE 51RUCIURE 4� MAJC. �12 MAX. O.C.�1Z MAX. �.C.� 4� MA7C. 3 S
1 TH6E NON-WPACT RA7E0 tviNDOW SYSTE4 MSiAtin710N5 A� 2.
ARE IN ACCOR¢nNCE WIiH AND uEEf THE REONR61ENi5 OF TME �
fLOR10A BULLDING CODE(FBC). 3 3 � �
/. Al1 ANCHORS SECURING WINDOW FHAIAE TO PRtSSURE �
TREA7ED BUq6 O R W O O D F A A N I N G S l W l B E C A P A B L E O F � ' • �
R615fING CORR040N GWSED BY 1HE PRfSURE TRFATINC • 4. � z
CHE1.9W.5 P!7HE WOOD. � �
S MATERWS.WCWDING BUf N0T L1ufiED 70 S7EEL SCREWS, W a�j � / /
Tip7 CONE IMO CONTACf W(iFi O7HER�tSSiuIIAR t1A T F R U LL S w w / / w� � /
SMPLL NFEf THE RFAUIRp1ENi5 OF FlDRtOq BU4DING CADE N y B� — FlN FASTENER WfTHIN 2" N= 62 Y
uua�R Z°' �� 4 OF CORNERS & 4 1/2' �' 4 v �E SCREWS WHERE SHOWN AT HEAD & SIDES.
4 70 7N E B E S T O F W R K N O W L E D G E,7 H E W I N D O w S 9 i 0 w N x- CLUSTER FlN FASTENERS ''N o �
NFI2EIN ARE CERfiFlm k OW�LlIY ASSURED BY A FLOPoDA SipTE �r MAIC. O.C. WHEN JOB =- SEE 'FRAME ANCHOR REOUIREMENTS TABLE" ON THIS �
MPRQJED LERfIFlCAiION/Q4 FNfiIY h SHALL gE IABElEp IN =Z AT MEEiING RAIL ENDS REQUIRED DESIGN W� SHEEf FOR REQUIRFJ.fEMS. (NOTE iW1T WHEN JOB � �
ACCOR6NJCE WRH 7NE iHC AND THE 9N-3 RARIDA BUILDING SUCH THAT THERE ARE A =z REQUIRED DESIGN PRESSURE IS OVER +/-35 A o
COYA4SSION SPECIFlG110N5. N7NDOIV ASSDABLY IS N0T PAlif OF W� PRESSURE IS OVER +/-35 0
TM�s oaawwc nrro swui ae w,�ccoaonNce xmi n�E �J TOTAL OF 5 POSITIONED w W FRpME FlLLER MUST BE USED AT EACH FRAME � :
I PSF; 9' MAX. O.C. WHEN
YANUFICNRQYS OUNf1Y ASSURANCE SPEGFlCAlI0N5 k TESTNG �m AS SHOWN. SEE 'FRAME JOB REQUIRED DESIGN �� SCREW. SEE SHEET 4 FOR PART DETAIL �
R�voms. � ANCHOR REQUIREMENTS PRESSURE IS + "a ) �
7. CERfIFlG710N OF 1H6E WINDON P15TAI1AT10N5 SFULL BE �-35 PSF �-
�w TABLE' ON THIS SHEEf -� I i�
CAN90ERm VOID IF ANY OF TFiE FOLtAWING APpLY:7)THf(ARE � OR LESS. SEE "FRAME W
�NSfAIJ.ED WIfF10Uf A BUILDING PQiMR FRON 7HE APP�JfA9lE � FOR REQUIREMENTS. ��
IOCwL 6UI(DWG OEpP1iil,IQfL 2)IF 1HEY ARE�e��rn �� ANCHOR REQUIREMEt�lTS �
a�none orners nuw�uc�us�n co�oR pwoaou�xm� �w TABLE" ON 7HIS SHEET o N � z
WMDOW INSfALU110N5. 3)IF CWWG6 HAVE OCCURRm TO THE a I FOR REQUIREMENTS. '�� 3 F.I-.i�o
PROOULI'S LERfIFlG710N ENiiIYS CERIIFlCA7E THAT GUSE TH6E � / j ,a / � p ��o 0
PSfN.UT10N5 TO BE INCORIiECT OR INCOtiS�SftM WIfFI WHNT HAS � 4' MAX. Z a N� i
BEQJ 7ESIm. . . . .
4 lHE LF/Sf DESIGN PR6SURE SPEGFIm EIiHFFt W 7H6 • • � � � � 3 �Z 5 N
DRAM1NG OR IN iHE PRODUCI$CERTIFlGTION SFULL CONRtOL FOR �- �� �n
n�e ir+sruim w�Noow. EXTERIOR ELEVATION� INSTALLATION CLIPS WHERE DCTERIOR ELEVATION• Q U g�
9.TiESE DRAWINGS CE.RfIFY 7NE WINOOv!IFLSfAl1p71pN ONLY. XO WINDOW SHOWN AT SILL. SEE �FFtAME a �o�� �
WATER PROOFlNG OF THE INSfAL1FD WINDOWS LS N0T PART OF
Rt6 IibTM1ATI0N LFRTiFlGTION. THAT R6PON981LRY y{K�gE SCALE: 3/4' = 1'-0" ANCHOR REOUIREMENTS TABLE" XO WINDOW � �
nwr ov n�u,wuFactua�rt k/oe Msrw�c. ON THIS SHEE7 FOR SCALE: 3/4' = 1'-0"
MOUNT CONDITION) REouiREMerrrs. (FR,4ME SCREW AND CLIP MOUNT CONDITION) z
FRAME ANCHOR REOUIREMENTS TABLE � �
OPENING IYPE FRAIAE/CLIP/NWL FlN TO MINIMUM MINIMUM N y
(SUBSTRATt7 OPENING FASfEtJFR 1YpE EMBED EDGE DISf. � �
�'� FRA�tE SCREwS ALLOWABLE DESIGN ������",w°RCiwas iN TM RASPECIFlED � �#
AIIN. 2X4 WOOD FRNAE OR BUCK PRESSURE SUB5TRATES HqVE BEEN ANALYLED IN ACCORNJJCE
(MIN. GR. 3&G=0.55) N0. 10 SMS OR WOOD SCREIY 1 7/4' 3/4' N7TH THEIR APPUCABLE STANDARD S IWD ARE FOUND � �o
(XO � OX UNfiS) ()
TO BE EQUNALENT TO OR STi20NGER iFiAN 1HE N
. 1 GA 33 KSI METAL STUD N0. 70 GR. 5 SELF TAP DPoLL SCREW FULL 7/2' Zm m
MIN. 1/B'THK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREY! FULL 7 p' �• �• �OWABLE ANCHOR(S) USED IN TESTING WffH 7HIS PRODUCT. w
/ FRAME FRAME PRESSURE � Z����
NIN. 7/8'TNK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' WIDTH H�GHT (+/- PSF) py7,uy�7�pN EyAW1nON 6 B�gD pN APpIJGgIE NN71pp SryJlp�pp5 � � ��H
MIN. C-90 CMU OR 2500 P51 CONCRETE �2� 1/4'CONCREfE SCREW 1 7/q' Z• (IN.� (IN.� AND/IXt MFDR�UTION k R6U�75{ppy�ppwjg�7p�qtpp� � W �a���
�� INSTALLATION CLIP SCREWS �R�a�11LflPJG CODE YERSION CDNSOFREp XTfN 7F1�Eyµ�N7pN yyV � oo^
72 44 50 nwr a��r me rnc o�n+e evwHnor+. a ng EVExr or rnoe � �!
MIN. 2X4 WOOD F'RnME OR BI1CK v[asiro+uuuces/ueans oR m n�ev[xr nHT Nev oR bpiqru� N �Z� n
N0. 10 SMS SCREW 7 1 sZ � 8 62 50 hsnHc a couv��p ox n�p�cEp axopucr,rmor�ro yT�nnc
(MIN. GR. 3&G=0.55) �4 ��2 73 6,2 30 CODE 47YPlYJlCE WfM iHE SpTE 7HE LLVNfACIURQt SiW1 CONiUW p �J^�y�
MIN. 18 GA 33 KSI METAL SiUD N0. 10 GR. 5 SELF TAP/ORILL SCREW FUI1 7/2' �g g2 ZS ���'�nON��"�"�'"�°�Rcm�°1"^T T�c '� �� ,o
o-mnturaKs srcacim ncxc-w u+�tu�tcert wm�n+e niEr+aiw+exr c� �u�Z�m
MIN. 1/8"THK N6 STEEL N0. 10 GR. S SELF TAP DRILL SCREW FlJLL 1/2' PRESSURE SHOWN IN THIS TABLE ���E��Pu�f��� �3� �
AIIN, t/8'THK 6063-TS ALUM. N0. 70 GR. 5 SELF TAP DRILL SCREW FULL 1/2' IS fOR INSTALL4TION CONDITIONS
2500 PSI CONCREfE (2) 7/4' CANCREiE SCREW 1 1/4' p• ONLY. THE GOVERNING DESIGN +97a82°;. �3�
(3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS ,>>�� ,.����'�r� .
SHALL BE THE LESSER OF TFIAT �'
MIN. 2X4 WOOD FFtAME OR BUCK ���;r , l�`! d
(MIN. GR. 3& G=0S5) N0. 8 SMS SCREW 7 3�g- ��Z- SHOWN IN THE INDMDUAL -;�:';� ' d, n
WINDOWS STATE APPROVAL OR ��?'s;. `; �'� :- o ��y�
MIN. Zxa WOOD FRA�nE OR BUCK THAT SHOWN IN THIS TABLE. - ��? 1' ' �� a "'
11 G0. ROOFlNG NAIL w �ti 3a
.. V 6� yo
(MIN. GR. J &G=0.55) 1 3/8' 7/2' "'•; � � , j: 4
�7:� :.� ` I"�.`�' " � 3�.i
MIN. 1/8'THK A36 SfEEL N0. 8 GR. 5 SEIF TAP/DRILL SCREW FULL 1/2' % o�. •
.'-�1: G :���_ � �i
MIN. 1/B'THN 6063-TS ALUTA. N0. 8 GR. S SELF TAP/DRILL SCREW FUI1 7�p'
(1)FRAME AND INSTALLATION CLIP SCREWS SFWLL BE A PAN OR HIX HEAD SCREW. '!���y�••-�r'�;�0���,'`' � 3
(2)CONCREfE SCREWS SFIALL BE ELCO ULTRACONS (C.SJ, ELCO CRETE-FLE)( (S.S.), ITW in�onnw�ws uic�wPucRete nr�n To n¢rrmmicr DRAWING
RAMSEf/RED HFJ�D TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). a�rn.n�n wr Nor ae usm rna n�e wsscua�r
(3)WHEN SCREVJS ARE USED Wli}i THE WUL FIN,iHEI'MUST BE A WAFFLE HEAO SCREW OR HAVE /OR PlSTALiR10N�F ANY OTNER ppppUCE NOR WY �HBJ A
A FLAT WASHER AT THE SCREW HEAp. ae usm rorz xnnor��wo/oR wrx�rcrswu SNEEr uo.
.m ersoouer e»r woou�sr sne u.:.w.rF„�� 5
�*m or+ni oa�vnNcs. � oF
�,�e.: ��: '
�A1L YaS
PtDT: MiL
1�11 0�/W/1�
108' MAX. FRAME WIDTH
3 2^ 2. 3
�
CLUSTER FlN FASTENERS AT MEEfiNG RAIL ENDS �
Bi / � SUCH THAT THERE ARE A TOTAL OF 5 POSRIONED AS
� 4 � SHOWN. SEE 'FRAME ANCHOR REQUIREMEMS TABLE" �
= ON SHEEf 1 FOR SCREW REOUIREMENTS.
w
�d -� �
� FlN FlSTIIJER WITHIN 2" OF CORNERS & 4 1/2' MAX.
O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER I -f-- q
� +/-35 PSF; 9' MAX. O.C. WHEN JOB REOUIRED DESIGN
N PRESSURE IS +/-35 PSF OR LESS. SEE 'FRAME
'O ANCHOR REpUIREMENTS TABLE' ON SHEET 1 FOR � ALLOWABLE DESIGN
REOUIREMENTS. � � � PRESSURE
(XOX UN(fS) 3 �w�o
MAX. MAX. ALLOWABLE Z o N,��
EXTERIOR ELEVATION: �+E FRAME PRESSURE 3 �Z g N
WIDTH HEIGHT (+/- PS� o
XOX WINDOW (iN.) (iN.) � "�5�
SCALE: 3/4' = 1'-0" 108 44 50 � ��a�
(NAIL FIN MOUNT CONDITION) toa ez so i
PRESSURE SHOWN IN THIS TABLE Z
IS FOR INSTALLATION CONDfTIONS •_ �
108' MAX. FRAME WIDTH ONLY THE GOVERNING DESIGN �n � '
12• � 6" 6' S" g' PRESSURE ON THE WINDOWS � �
4 �- � �� 12' MAJ(. O.C.� �Z� �• 4' �, SFIALL BE THE IESSER OF THAT � �
O.C. � SHOWN IN THE INDMDUAL
� WINDOWS STATE APPROVAL OR z
3 � THAT SHOWN IN THIS TABLE. � Z�
4' MAX. N W¢ '�
� / � _���.
� BZ / / � � ��g��
x q v FRAME SCRE�NS WHERE SHOWN AT d&'n
`-' � HEAD & SIDES. SEE 'FRAME � � $��
= ANCHOR REQUIREMENTS TABLE' ON � � uWj �z� �
� _` SHEET 1 FOR REQUIREMENTS. (NOTE o o ��_��
� THAT WHEN JOB REOUIRED DESIGN � N �y�$�a
" PRESSURE IS OVER +/-35 A � p^
X FRAME FlLLER MUST BE USED AT '`�;;.i.lE3g;df �3c�
0 i
� � EACH FRAME SCRElH, SEE SHEEf 4 � : ��� ��'�4�:r $3.i3
FOR PART DETAIL) � `'�� •' �'��;y�:
e . . �i; ' � �?
� / j _ _ .�: - Y - _ " �Y
� " ' �� Z ^ �n
o �
4� MAX. '`.% F N
r` = �. �� �-�= � �o
�- i�'t Z `' .'• - F .ti z
INSTALLATION CLIPS WHERE �^'�yG��'' '{�i'•;� w
�XTERIOR ELEVATION: , b "•••°••'' < <, � �'
SHOWN AT SILL SEE "FRAME XOX WINDOW A���dliSikR'yF�'�� ' �
ANCHOR REQUIREMEMS TABLE' SCALE: 3 4 = 1'-0'
ON SHEET 1 FOR � �
REouiReMErrrs. (FRAME SCREW AND CLIP MOUNT CONDITION) ° �"� • R�• �
1869 A
SNEEf N0.
�L o� 5
.
�� ��.
�JW. ,..5
PIDi: MTE
l�lt 6]/DI/f1
�
�s- naaac. FRaMe wion� �
78' dAAX. FE2AME 441O7H
SIMILAR
4' MAX. 12" MAX. O.C. h" MAX. �
q� SIMILAR
3 AZ o
3 � �
CIllStER FlN FASIENERS AT FAUl.LlON & SAEEIING RAI� �
ENOS SUCH 7NAT THERE ARE A TOTAL Of 5 82 12" 61AX. O.C.
POSITIONED !S SHOWN. SEE 'FRAME ANCHOR 4 �
REQUIREMQJTS TABLE' QN SHEET 1 FOR
REQUtREklEMS. 2^ 3�
3' z
� `-. — �,r',�o
4' //. � z � � j 3' Z ���o
_ %/
w w ..._ 3 azscv
� 81 �, '—�"' � � B2 —..— � �� �o
� FIN FA5IENER WiTHlN 2' t+�- 4 FRAME SCREWS WHERE ¢ �cv w v
OF CORNERS& 9'MAX. SHOWN AT NEAD & SIDES. � w a�-"� -
� O.C. SEE 'FRAME ANCHOR � � SEE 'FWu.IE ANCHOR � ZI °-
N REQUIREMEMiS TABLE' ON N REQUIREMENTS TABLE"QN p o �
� SHEEC i fflR � SNEEC i fOR Z
T REaUiREMENTS. � i ftEQUIREMENTS. 'd�` � �
(NS7ALLAIiQN CLSPS WHERE � 'z�
m ro
� I � // � SHOWt�1 At StLL SEE Z
r� � FRAME ANCHOR o m
I I REQUIREMENTS TABLE" ON N ?m �
SHEET t FOR � ..
RE4UIREMENTS. j � ����y
4"!M)(. S ����X
•�— v� wQ��1
• � � W��g i
y V'Z 3,*�u4
2• 4' MAX. 12' MAX, O.C. s. 6� 12' MAX. O.C.----� 4' M�J(. � �N�3�
EXTERIOR E�EVATI?�N-. � ��Z� �
XO OR OX W1NDdW W TRANSOM EXTE�,IOR ELEVATION' �,�qp963!'s65ftfr x3� �
ScnlE: 3/a' _ �'-o" XO OR OX WINDOW WffH 7RANSOM ��'ti,r r�a a dfr r �3�
{NAi�. FIN MQUNT CONQlTION} ALLQWAB l.E DESIGN PRE SSUR E 5��. 3J¢- _ �•_Q� tt�k:-..•�-•„;.�.';��;;,
TRANSOM UNITS (F"RAME SCREW AND CLIP MOUNT CONDITION) �•"' � �` X>"' °�-'
+ -25 PSF '�,' =K. �: �a' �o �"��'
��:� ° " ,•s�;ti` � � ��
%��d�A��1 �;�1?Sx�4{1°k � '� a
'���FFPOiA14t� 3c
i
1869 A
st��r Ho.
3 Q� 5
DMfw�H(: Mff1m @f:
N FASTENER PER FRAME SCREW PER ""` ,•�
ELEVATION �,���
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY ELEVATION SUBS7RATE BY �T" h
OTHERS PER FRAME SCREW SEALANT BY OTHERS OTHERS PER Q
BEHIND NAIL FlN FRqME ANCHOR PER ELEVATION OTHERS PER gEHIND FRAME FLANGE
; s''� " •• ' +,. . - " � REOUIREMENTS _ "FRnME ANCHOR f'RpME ANCHOR
-', T��. s � .ti. . - • REQUIREMEMS ,. - _ •-
T��. ,i. REQUIREMENTS
- TABLE' �
��•`'�' '/SPACME ��4� �. SHIM ' 7/4' MAX. SHIM �
••�•'` � ����•� `.�'''• AT EACH ANCHOR� __ .,D AT EACH ANCHOR�
SEAfANT BY �. 'O � SFAUWi BY . . , • o
OTHERS ��fO O7HERS � SEALANT BY � s
� I I � 07HERS �
�� ° � 2 � o SEAL SPACE WfIH �
� D � LOW IXPANSION � �
4 FOAM AROUND =
FRAME FILLER FRAME4FlLLER WENDOW FRA E Q
IXTERIOR. SE4L SPACE p(TERIOR SEAL SPACE EXTERIOR O " z
WITH LOW WffH LOW I o� o
D(PANSION �'
� EXPANSION �- � F�w N o0
PERIMEfERUOF W FOAM AROUND W Z �N�i
FRAMEW � WENDOW R OF W ALTERNATE SECTION qZ 3 U�g�
� FRAME � SCALE 1/2 FULL 3 ¢ N S� „
`` '� (FRAME SCREW MOUNT CONDITION WITH FLANGE) � ��°'`�
z
SHIM AS REQ'D TO SHIM AS REQ'D TO �� 0n Z � .
SUPPORT &AUGN SUPPORT k AL1GN � y w '
WINDOW � WINDOW � � Y
� � � ° 3 z �
iNsrnuanoN � �o
oni�Rs � o ° oTMEnnu�nrr er o o cuP � W m �
_ • i/a• rnax. � � Z���.
SPACE -�1/4" MAX. � �����
.- � �; hAA)(. 3/i6" SHIM SPACE a b'
:• ' ' hiICK X 3' i°�,y �c���'
';a•, `':: • !•',.,.!' . _ � '� n• :�; ..LONG SHIM N F�a�n
,;. ._ .:'.:.•' �'. :_' 't -•.. _,':._; c�'. .AT EACH CLIP N ��Z$`��
SEALAt�lT BY OTHERS SUBSTRATE BY SUBSTRA7E BY OiHERS INSTALLATION CUP SCREW PER s�
BEHIND NAII FlN OTHERS PER PER 'FRAME ANCHOR � o
FIN FASTENER PER �F�E ANCHOR "FRAME ANCHOR REOUIREMENTS „3�
REQUIREMENTS TABLE' 1-��i¢s 33`�
ELEVATION REQUIREMENTS TABIE" (2 PER CLIP).
SECTION A� TABLE' SECTION p,Z �z�+E� '.,����%�rr �
SCALE 3/4 FULL 3
SCALE: 3/4 FULL 3 ,,��� � "7 r � �
. .y;�
(NAlL FIN MOUNT) (FRAME SCREW & INSTALLATION CLIP MOUNT ; �; � .��.•.•�'�: o N
CONDITION) _ _ J __ �:, _ � � ��
v�y'y •y 's � - — � `� Hz
'2' �.� ^• o�=�^`,.�` w 3�.;
;��•., Z :��` � a
=4��
�'�id&y��••fpPp,,�.
'`Eai�cte5°'
x
1869 A
SMEET N0.
4 oF 5
.
�.�� ��o�
��q^ �pX. 1/4" MAX. SHIM FRAME HEIGHT-- 1/4' MAX• SHIM
FRAME WIDTH— FRAME HEIGHT— am� w�.rS '
SPACE AT EACH ANCHOR AT EACH ANCHOR �-2 Wa/+�
- SEAL SPACE WRH SEAL SPACE WR11 LOW
LOW EXPANSION SEAL SPACE WITH LOW IXPANSION FOAM AROUND
FOAIA AROUND EXPANSION FOAM AROUND PERIMEfER OF WINDOW �
SUBSTRATE BY � SUBSTRATE BY PERIMEfER OF WINDOW SUBSTRATE BY FRAME
PERIMEfER OF � �'
OTHERS PER �. WINDOW FRAME OTHERS PER . FRAME OTHERS PER -'j � �
"FRAME ANCHOR:., "FR4ME ANCHOR:. 'FRAME ANCHOR;� p
REOUIRElAENTS REOUIREMENTS ` '�� REQUIREMENTS z
TABLE" - p� TABLE' - � TABLE' �
FlN FASTENER ''. n
PER ELEVAiION - - FRAME SCREW • � �
���--� FRAME SCREW . � PER ELEVATION -� o �
OTHE ST � y; �u� PER ELEVAiION '• ?: � 0 4 SFALANT BY o� � FRAME4FILLER g
BEHIND NAIL • � V FRAME FlLLER OhIERS BEHIND ^
FlN - ' ��/� . FRAME FIANGE
- \1 SEAIANT BY
S��M�, _ SEALANi BY 2 1 , OTHERS �ERIOR
OTHERS �RIOR
•� OTHERS ' .- z
IXTERIOR ,SECTION 3 �w o 0
B2 ' '-•�•. O � o
SECTION 81 S C A L E: 3/4 F U LL 4 z a N"'i
scn�: 3/a Fut.� a ALTERNATE SECTION eZ � �Z s--
(FRAME SCREW MOUNT CONDffION) scn�: i/z Fuu. a �� °
(NAIL FIN MOUNT) �, 3! ,
(FRAME SCREW MOUNT CONDITION WITH FLANGE) � �o��
_ � .
�
0.375 Z �
0
CONTINUOUS WOOD MEMBER LESS 0.604--� --I tA20 N W � 1'
IN THICKNESS THAN A 2X_ BUCK � � 0.500 -�- � �
TO BE MIN. 3 1/2' DEFP (N0T SUBSTRATE BY OTHERS 0 ZZS J c�
REQUIRED WHEN SHIM SPACE IS p E R 'F R A M E A N C H O R
WfTHIN ALLOWABLE DIMENSIONS LENGTH = 3.000' � �
REQUIREMENTS TABLE'
SHOWN IN SECTIONS). 0.604--{ {— Z'`�5 3.000 O cueuc Fli i Flt Z
,: �.r". - ..'� - • :e -�� I I (RIGID PVC) N Z� m
%�•,:�' 0.86J 0 �III^1 � � (NOTE THAT WHEN W _
"'�•'=� � � JOB REQUIRED �'
SEALANT.BY. �,� p ❑, 0.059� 0.059� 0.50 0 DESIGN PRESSURE Z Z����
OTHERS 1O FRM4E FLANGE O FRAME FLANGE IS OVER +/-35 A N ��� i
(RIGID PVC) (RIGID PVC) �325 � FRAME FlLLER MUST � �a�a?
�0.060 BE USED AT EACH W �Z
� FRAME SCREW PER FRAME SCREW) y €��
0.EVAT10N & 'FRAME �F�_�
4 � � ANCHOR REQUIREMENTS 0.293� � N �v�iZ��a
EXTERIOR TABLE' OINSTALLATION CL1P y3� �
Q (RIGID PVC)
83�
`�LSllitddp6dJ�lP
X�Sy r
'������ _ �a� +',� :o- a
:�Ci� Sf�`�r o
" �r , Z N w�^
. .. t.: o A W;t
OPTIONAL DIRECT MOUNT DETAIL ' �-' ', " ' ':, � �g
TO SUBSTRATE WITH SPACER Y�;� ' ' � '„
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) -�.�;% � '' .=,- _ c"'i
(DIR:Ci MOUNT CONDRION IS NOT APPLICABLE AT SILL) s� �'•_ :'�4`�f�u ¢
(FOR OEfAIL NOT SHOWN, SEE OTHER SECTIONS) �`''d6b,h �pp,Ct,'`' #
Or9«7iF:F!S''�A opawwc .
1869 A
SNEEf N0.
5 �F 5