HomeMy WebLinkAbout16-17236 CITY OF ZEPHYRHILLS
�� 5335-8TH STREET �
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BUILDING PERf�fIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17236 Address: 37508 LAUREL HAMMOCK DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 34-25-21-0100-00000-0160
Improv. Cost: 6,773.03 OWNER INFORMATION I
Date Issued: 4/12/2016 Name: SPATT GARLENE I
Total Fees: 105.00 Address: 37508 LAUREL HAMMOCK DR ,
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 �
Date Paid: 4/12/2016 Phone: 928-642-5535
Work Desc: REPLACE 11 WINDOWS S/S
CONTRACTOR S APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 105.00
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' Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC IN ULATION CEILIN
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 wrill 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
first 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.
, ve'�
CONTRACTOR SIGNAT E PERMIT OFFI R
�� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED YNSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
- - -- ---- v�cy v� �cEi�tx��tu�� t c�r���tir��}�»t,auv�i �o..-.,�.,-r'v-�.,��
Building Department i
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r^n�nti�. �
Date Receiv;d " �j' � Phone Cant�ct,far Permitting �i "3 Z 6'`� -- �''19(ca� �
�.attttnn i�R:L ��s17.��tt � ��•
Owrnar's Name ���Q� ��p� Owner Phon�Mumbe�r �Z�`�N�'S'�3S'� �_�;
Owner's Address� 3��a�' 1.��2{� l-l�m�'c�c/t�� � Owner Phon�tdumbe� �� __�
Fee.ilm��le i'ittehoider Name � ,,,__ � 4wner Phon�t�um6e�^ �� __�
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Fee:cimE�le't"Ittel�older�iddress � ,_..
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JaB.AD[tRE:3S � 375f?$ GAr�R¢�G. t1am�'+ock dR Ze,�{+�.Y�ilts �t 3 5' I l.CF1"# « _�
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sus��ivcs�ae� ( G1P+(� �un! � P�►RCl�l.O�# �y-Zs=2.t�blo� -�,chcle5cs4 i �t �c*� ��
(OBTAtNED FFiOM P OPERTY TAX NOTfGF) '
WORK P�OP'OSND NEW.CONSTR AbD/ALT � SIGN � i � DEMQLlShi
e INSTA�I. ��� F2EPAIR }
PROI�OSED IUSE [� SFR [� COMM C� OTHER �' ^ _a
'fYPE:OF CONSTRUCTI�N [J BLOCK [� FRAM� [,_� STEEL [,� ! � _�
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DESGRlFFTION OF 1NORG{ �P�AC� I � W i (,��..S�,N�t"S Si TfSi 22. FLI t b8a 3. t � --�
BUILIDlNt�SI�E C� _,� SQ FOOTAGE C�_� HE!{"aNT� I
�w� uum:u� r��a �
[�BU@LD1lVG $ / 7 7 3�Q 3 VALUEITI�?N OF TOTAL CONSTRUCTl4h! i
i�`3
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C�ELEcC71�ICAL $ ��� �� �- AMP���RV4CE Q PROG�ESS'ENERGY [� W.R.E.C.
['��PLIJMB I NC�
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� $ ., � � !
[,r�MECHANiCAL ($ —� VALUf�TIf�N(?F�MECHANICAL INSTAI_L�ITION�
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[_�GA� ` � ROOFING [� SI'El;IAI,TY � OTHER I
FINISHEC)FL+�OR E1.EV�TIONS ��� F(.Ot)C7 ZaNE AREA QYES ' NO
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BUlL!)ER La w�s Norne Gz,��zs L4G ;�QMPANY w ��1�� • � _�
SIGN,ATIIRE �eTP.2. ,4NTh,c,��CR�Atza� FtEGISTEREp Y/ N FE�GURRE� Y/N
��ddress �,��. .�,�('?�31�g ���"N� f"�� Cicensei# CbC 1 S0$�t!"t, _�
ELEC7R{�IAl� {�OIVIPANY _ � _�
SiGN�ATURE �_ REGISTER[D Y/ N Fe CURRE� Y/N
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�lddeess � �_ �� E.lcensa# ��__ � � �
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Pl.UMIBEf2 t;OMFANY ,,,
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S1GN/'�TURE _ REGISTI=RED Y/ N FEfi GURRE� '� Y I N
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�ddress _ � Clcense# �� l
I, MECt�IAN�CAt. GOMPANY � � �
S1GN/�TURE � REGISTrRED Y/ N FEE GURRE� Y/N
�
�hddress � _ � �Ecense# �� ��
07HER GOMPa4NY � �
S1GNI�,TURE REGISTicRED � Y/ N PEE CURREM1 Y I N
�ddress ^_____� �(cense# �� � i
-tii-Fi-H-4�fii-i-Htti-Fi-H+itf i�h4�fii+Hi�fi-I+fi-Fi- � i+fiiti-Ffttii-ti+fi-1-11-Fi-I I
RESIGEN'TIAt. Attach(2)Plot Pfans;(2)sets of Bu!lding Pfans;(1)sek of Energy Forms;R-O-W Permlt far new constructkon,
MinEmum ten(ZO)working days after submittaf date. Required onsite,Construction Pians,Starmwater Pians wJ Siit Fence lnstalled,'
Sanitaiy Facflitles&1 dumpster;Site Work PermN:for subdivisions/large projects '
- -CON1hQERCtAL Atiach(3)complete sets of 8uildirtg Pians plus a_t_if�Safety Page;(1�set of En`ergy Fotms.R-t?-W Permft far r�ew constructlon.
i- � ^�` i - `Minlmum ten(10)' or-tn`g=days�afte�su6mitta(=tlate.- Requiied`onsiie,-Gonstruction Plans;-S,o�mwafar=Alans=wl-Si1t Fence-instalied;� -_ ---- -
Sanftaiy Facilities&1 dumpster.Site Work Permik for•all new projects.All commercial requirements must ineet compliance
StGN PEi�MIT Atfiach{2}sets of Englneered Ptans.
*"""PROPERTY SURVEY required for ali NEW canshvokiori.
17�LUII�1]7��I372 73I ��(
Directfon�:
Fill out application compietely.
Owne:r&Contractor sign back of application,notarized
If ov�r$�5Q0,a�lottce of Commencement is requlred. {AtC up��rades over$7500}
*" Agent(for�the cot7tractor)or Power of Aktorney(for the owner)wuuld be someane with notarized letter from owner authorizing same ,
OVER THI?Ct}tlNTElt PrRMITTtNG (Fronf of Applicatlon Only} ,
f2erool's if shiniales Sewers � Service Upgrades A/C Fence,s(Plot/SuNey/Footage)
Driveways-Not flver Counter if an public roadways..needs ROW
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �����'(/�-�
Date Received: ,
�/_/
site: �v����� L��e� ���yyr�C:l2
Permit Type: �/ �/U�h�� S S
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� r,�/
Kalvin S it —P Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�.��y . � 11111111�IIIIIIIIIIIIIIIIII��E���i������iii��i�»�E�i��i�i��
�a.� 2016049927
2�`� f • Rcpt:17$5880 Rec: 10.00
. Pertnit Num6er � DS: 0.00 I T: 0.00
PatCef{ORdt3mbet — O — O — � 04l0I1201b J. R.y Dpty Clerk
N O T 1 C E O f �O.NI�'M E�N C E`lll��'1` '
State af�fJa a , . _ ... . ... .... .. . . .. -. _._._
County of��� - -
7l�E tiNf�i�qED�itereby 91ves nodce#hat Improvements��wiU be m�de,to�cerGaln real properiy, end ln��cco�nce wi8t S�dbn 713.�3�of the
�lcrida�Statu�s,ths tc�vidrt�t�ttarr�#lon 18 pr�vlde��n thts NBTIC&OF Ct?MMENC�MSNT.
1,Deiaip@on d propertY{MOaI dascdptlan):
8}Sft�@f{JO6)At�dt�88: 3?�O$ L.At�ft�¢� N AMM ocx. t�R 2.p�Pht+�`f h�i i!S �4.. 3'3 5!{j �
2.C�+�ral aea�rlp�Non ot unpr+o+rar�,eribs: .
�,,.�li��c,�.� �!A[.a.me�fr"
3,Ownei Infomtatt�rr br t.aaeee IMormafton ii t�e t.eaeea cantr�cfed"for tfie intprovement: •
a}Nameandaddt�ess: �ARlenle SPa�- 3� 5'08' GAKQeL Nan►n►o��c dR Ze.pti�yh�►Z� �335`��
b)Name and addreas of fee.slmpEe t3�aholder��f df�erent than Owner lis�ed above} ---
c)1r�terest irt prapariy: C9 W N+C'_.K
Ca trar�ar biforlssatb» •
Name and acfdress: L o w� s t�,c��.e_ C.�e. ����.�,,�.�''�Q� 7 5�..�`Q 3�' d�•4e����+� F L
6�3ebphane�f�o.. 407 �- �3"i 3—"�t�1 Fayc�ta.:�(opSonatj 3.2..���
5.8ur�tji{H aPpNc�iie�a ccpy of the payme� o6'—n'd'te"�d) , , .
a�Narite and��r+ess: ,�� ' � , �
b)tele�hbne�No.: , .. - .
c}l�untoffland: �• ` �
8:1:eni3dr � .
a)Nama and addre9s: ��[�1 _ •
b)Tetephorse�ta.: • .
T:PeRon�wlNrimths.8�r#e o!Florlda deslgnate,d by O�mar upon om notices�or other decuments m�y tie serv�d as pro'v�ded by'S�flon
� 7l3.13(!1{aj 7.,Floifda Statute�: �
a)Name and addrese: /��,� � .
b�Telephone No.: Faz Na:{opttonalj
8.�.trt adilf�on to htr�ell or harsa3t,bwner deaignat�s ni��, of
tn reashre a capy ai ffie llenor's Notice as provided in Sect�n 71'3.13(1}(b),Fiaida Sta#�tes.
6}Fhcne Nu�ber of Persaa ar en#�ty deslgnated by Owner.
9.ExplraHon dete a!nndaa�cammencement(the explr�8on date may not be befare the aompleHon of aonsaucdon ertd ffiu+l payn�ant to ihe
carr#rac�rr b�!w�!be 4 �r frorti ihe�lat�•�f reCardta .un sss'a difPerenf date�ls s edfled: �p
Vil:. tt4i,.�:> �: . PA t�1T8 . .. ���''f. N..� '�HE�PfRi41'14�1 F"I'.: :N JGB�OF�O - ..
CCN�lD�D��dP'�P/4Y�I�N"IS UNQER CHAR�'�i�'713,:¢�Rltt I;SECTI�N,713:13,�LOIRtF��K:�F.A'KUI�'1�1D��F:.. �����'�'.
� PA'�t�i TiMiCEffll�il��RE�VE�1E14['�S T�Y�7UR PIROP�R�Y.:k'�tCE OF�i01�MEN��l41�Pf�i�tffil"�E�6G+R,��,���C'��i
� INSPFCTION: I�Y�ttIIJ'Y�'Nl�tO CaTA1N��Fll�b4[H�INc�,CQNSULT YOUR LEND'�R Ot�ANATTOftN�1l��FORE CO#i�lICF.�C�'kbRk nR
, (�cEl:G�iIN+�1�44it�N0'lIC�.�QF CO�IMEN�L'MENT. � .
Under p�inaHjFaf petji�ry,i ded"ar+��fh�Fh�iira resd f�e foregaing noBi�af commencanneni and�iaE ihe lai�s��t�6ed thei�eim at�e;hu�fc y�eitiAst�`iny.
knawled�e a$d bellef.
���������CWnat's or Lesaaes(Autho�iz6d� '�.�1tlC" 5 f���� .
nr�'aiaie�r ar � to�recfc7"rara�ernN�ns�srl �iu��t�ane Prcv��gi►�6orys )°
' Thelure�oing�insinxnent was advwwledged befora rne fhis�''� !9`7'� dsy�af.,� tt+A n.c 1. - . .
bY C�attto.t,�Spt�zt' es _�3�.�.a r�. iptpe ot�utha�liy A,�odioai�a�ileybiacQ. .
. for � . . ' ' �
,�s
� (Name M Peteorf} {type oi ncnharlty,...a.Q.olR�r.ttwtea.a�eYey Fn taeEy .
for ' . • (neme of pariy on behelf af whom lrtstrumaM tivss ercaaiEed).
Rersonally Knowrt [! .Producad fD � .
7ypa;af-1D �"�,. i,-►,.c.� L,ca+� Notar�stgnsiure �" - •
� � . • print name .
•� �Ta.�.� � T, ,_ • . . .
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UUIRENCElaO , �
, :°�"�• l�tY COWIMtS.SION�MFF10905t . ��4(Z,�-.,�
d �,�s:��7,�$ �� —:--�.�-Y�_..
a^� Qp�dpd(hfOU�llltS�lIIIEUttlIC4 PRULR S.0'NEIL,Ph D.Pfi5C0 CLERK,& COMPTROLLER
� �40RABK =��7��� PG 3535
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Holley Oev Carp��5458�1
�ustomer; �~�`— ���—
-.—____ Store• _
Phone: — �
Alt Phone: Date•
Customer Address: — - � . '
Install Address: SAIVIE ,
Directions: - — -
I. Draw the walls in►here.windows,are being replaCec9 and label them front,back, !.side o�R side�as seen from the
street)
2. Draw the windows that are being replaced on each window drawing
3• Place a capital lette�6eside eactt window In the di•awing.Windows with the same dimensions will have ihe same
letter:Cornplete the inform.ation on the nexi:pau�using the corresponding letter.
4.. Labe eact�existing window with the type of exterio'r material surrounding the window(for example:hrick,vinyl,
wood,clapboard,etc.}Also, label existing window type(for exarnple: alumirium,wood,vi�y))
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NQTlGE�)ME)2-FRIC�CACClELATiONS: in order to proper(y pertarm�he installation of certain Goods,the Contrac#Price may incl��de more
Goods than actually will be fnstalied 6ased on the measured square foot�age of the Project Area.As a r�sult, the parties agree that the�lump-sum F�ric�e
stated in fhi�Contract!s calculated upon both the vatue of estimated Gootis required to fu(fili ffie Contract(including waste},which may exceed tt�e actwal
square footage of the Project Area,and the labor whlch may bs estimatf�d based on the amo�nt of Goods required to futfiilt the Cantract('inciudinca waste),
By sigriing this Contract below,Cuatomer acknowiedges receipi o€thls r�otice and agrees and understands that fhe Price irtciudes these costs wliich may •
not be refunded onca the Instal(ation Services are performad.
NQTICir"f0 ClJS70ME�: Federa!!aw requ2rea3 Lowe's to pravide yau with tfie ��
pamphlet Renovate Right.By slgntdg this:Coiyfract,Customsr ackn��Nrtedges Contrar,t Tata! ^�
having received a copy of this pamphlet before work began infurm[t�g Gustomer � ��7 3 � "�
of the potentiat risk of fihe lead hazard exposure from renovaliar►acltivity fo be *applicable taxes inc{uded
perfomled in Customer's dwellin�untt.
NOTE: ii`ratted wood is discovered t9uring installation addttional charges w�!! apply. You wiil be given a quate an'd a chan.ye �arder
must tse compiet�ad and signed by the customer for any addl'stiona! charges. f�ustomer must initiat. �
'Ao wark or materiat not s�SeeE�ed ts not inctuded tn ihls contract.Any changes or edditlons will be at an additlonal charge far the materia!and labor.
NOTIt;E TO aWF1�R: - ACCORQING TO FLORIDA'S �:t)NSTRUCTIC}N LIEN LAW (SECTIONS 713.001-713.37, �LORlD�1
STAT[11 ES),7H�bSlE:WHO W4RK��N Y(7UR PROPEFtTY C>R PROVfQE MATERIA�.;3 AND SERVICES AND A'RE Nt�T I�AiD IN
FULL H�1VE A RlGHT TO£N�QRCE:Tt�E1R CLAIM FOIR Pr4'(MENT AGAiN51'YOUR iPROPERTY.TH1S CLA(MIlS KNOV4iN AS�A
GONS7t�UC710N t.lEN. !� YOUI� �aNTRACTOR OFt A SUBCONTRACTOR FAILS TO PAY SUBCONT�tA{�T�ORS,
SUB-��UBCC}NTFtACT{3RS, t,1R MATEF2(AL SUPAL1EFtS, TI�iQSE PEOPLE WHO AFaE OWE� MON�Y MAY LQOK TO Y'OUft
PROP�Ef2TY FOR PAYMENT, EVEN iF Y'OU HAVE ALREA[ll'P'AID YOUR CONTRAC'COR IN FtJLL.If YOU��#I!,T�iaA�'YOUFt
Ct7NTIRl�CT4R,YOIJR CONTRAGTI�R 141AY ALS�NAl(E A►I,IEN ON�YUlJR PRQPERIY.THIS MEANS f�A L�fEN iS Fl[.�K�YOUFt
PROPLFtTY C0l3LD BE SOLD AGAlNST YDUR WILL'ft} P�1Y F�R LABOR, MATERIALS, OR dTHER SERVtCES Tt�tA'T YOUR
CQNT{2�C7QR QR,t1 SUBCnN7'RACTt}R MAY HAVE FAfV.EcD TO PAY,T4 PROTECT YOURSELF,YOU SHOULD S7lF�l1LA7�
!N TH1;3 CQNTRt�1CT THAT BEFOR�ANY PAYMENT iS MA,D�E,YOUR�CONTRAC?f3R IS REQUIRED TO PROV�BE YClU WI'iH�
WRlT1'EN R�LE,�SE: �F LiEN FROMI AWY PERSON a(R C�OIMPANY THAT HAS PROVIDED TO Y4U A"iVC}TlCE 7t?OINNER:'
FLORiID1�'S Ct�NSTFtUCTiON LIEN I.AW!S CQMPLEX,ANi)liT!S R��OMMENDED THAT YOU COHSULT AN AiTORNEY.
PN01'O Rt=LFAS�:Customar granfs to Lowe's and Lowe's emp�oyees and independent cantractors the ric�ht fo take photographs aF the P�remises wht:re
installatRan Services wlii be performed and all woric performed at the F'rernises related to this Contract, and irrevocataly grants fo Lawe's alJ right,titie and
interest ii�and to fhe photograptrs for use in aIl markets and medla,worldwide, in perpetufty.Customer auihorizes Lowe's to copyright,use and pubfish the
photographs in print andlor eteotronically,and agrees tfiat Lowe's may use such photographs for any lawfu!purpose,including,bui not limited to,marketing,
advertising,pubflcity,i(iusfratian,training and Web content. By initiai(ng here, Customer agrees to the foregoEng. (CusEomer to lqitiat to tt�a leftj.
�� � �
Wprk(s to co menc u�ton reasonable avaiiabitity of ContractoP and(ur any special arder or customer made Good(s}which ts anlicipat�d t�6e
����-� �`-' t�aL?h� ifiil in datej.Esfimated compi�3tlon date Is w' �'�»� 6 +'+��� y (fi!!!n dateJ.
Said estimmted substantia(completion date is not of the essence.A statemi3nt of any cpntingencies that would materially change sald estimated substantial
compteTtcsn date is as faiiows: _._., �,
—_. ____ (if applicable, insert a statement oi suoh contingencies). ~�Y
7hi�,Coniract prov.�es th:tt a11 ctaims,by Customer�o��.owe's sntilt be,res�4lved by Sl�lpl�IG;ARB.CTF2A'1'Iqt�.Gltsta�ner and Lowe's GLVE U�'TtEEe R1�H'i'
70 GO Tt)GQURT to,enfnrce this Coritract(EXCEPT for matters that�n,►y be takecz'Lo SMALL CLAlM&COURT).Lowe'8 and Gustomet's righY;�W�iti be
determEned by a NEt}TRA�L ARBiTRATOR and NOT a judge or jury. !_owe's and Customer are e��liitad ta a FAtR HEARIN6. But tha art�ttratian
procedure�s are'SIMPLER AND MORE L1MI7k'D THAN RULES APP�.ICASA.E IN COUFtT:Arkltrator decistans are as enforceable as any conrt ord�v and
are.subjec:t fo VERY L1MI7'ED REVIEW BY A.CQURT. FOR M[�RE DETAIILS: Revie�nr the seciion tiiled ARBITRATiOt�AGREEMENT,�WAiVER t)F�ItIRY
TRiAL AND WAiVBR C�F Ct ASS ACTtON ADJUDiCATION�found in the Te�rms and Conditlons of thfs Gan2t�ac2.
..., .�..� ...,..,....,... ..,..,..�.....__ ,...�.. __�_-- --_ _.-_ .__.• - --- - �
�u �u u�-�� �a:�F� isopr� 75 $1383$900$ >� I� �/1$
._«•._�_._
penFarm�sd in Customer's dweli�ng uni4. � - � � ' �)
NOTE�: if cotted wdad is di�cover<:d dur�ng installatian a�c(diEianal charges will appty.You will be given.a quote,and a ch�rnge order
must bt� corrzpletnd and si neii by the caslomer for�ny�clditiona{ charges. 'Cu�#amer must 1nit1al. ��
•Any worit or materiel not specifie�is not inctudod tn this contract.Any changes or addiUans w}il be at an addttional charge for the matedal anc�labor.
� N4�TICE TO 0{MNER: - ACC{}R�tNG TO FLORiDA�'S CCINSTRIlCTIt3N UEN �tr�lW (S� ECTIONS 713.001-713.3Y, F'LO�tIDA i
$T�A"CUTES ,TH�}SE WH�Q WOF:K C?N YOUR PRQI?ERTY OR PRt3VIDE MATERIA�S�t�D SERVICES AND ARE tdUT PAiD 1N '
�ULL k�fAV�A RlGHT TO ENFOFtCE TNElR Cl.AtM F{�E��aAYMENT AGAINST YQl1R PRaPERTY.THlS Cl.t�lM tS K�l�VVN AS A
CO�NSTRUCTI01d �I:IEN. IF YI)UFt CO�Tl�ACTt)R ��R A SUBGON7RACT(�R FAlLS TO PAY SUBCONT'RA,CTQRS,
SIE��SUBCONTF2ACTLIR�S, QR MAFERIAL $UPPLIER,S TNOSE PEOPLE WNO ARE OV�IED MONEY MAY LOOF�T�� YOl1R
PR4A�RIY FOF�PAYMEINT,EV:EN�F YOU H1�VE A,L�2IJ�DY PA1D YL1UR�ONTR�4CTOR tN FUL1�.IF YOU F�;IL i'0 PAY Yt3UR
GONTRACT4R,Y�UR Ct)NTEtAGT�R MAY ALSO!�lA1PE A I.IEN C1N'YOUR PRQPl=RTY.'�HlS MEANS 1F A LtEN 1�F�I.ED YAlfR
PR�nPERTY COULD BE S4LD AGAINS7 Y4UR W!!_L']'U�PAY FOR LAB4R,MATERlALS,QR OTH�R SERVlGE�i TE�AT Y9UR
' CON`TRACTOR t)R A SUE3CQNTRACTOR MAY HAV/E 1=�I1LED TO,PAY,TO PROTECT YOURSELE,YOU SHOULID aTll�'ULATE �
Itd 1Pt�1S C4NTRl�CTTNAT B�fCiRE ANY PAYMEhf'f t�NIAD�,YOUR CCINTRACI°Oi�[S R�QUtRED TO PROVID�:.Y�U W1TH�A
VYR:I'iTE:N RE���SE fl� t.lEN FEtQM ANY PERSON C2�t�C{}MPkNY THAT HAS�'ROVfpED�Tt}Y.OU A"Nf�T#.CE i`Ci 0'WNER."
�L()t�IClA'S CQN�7RUGT�ON L�E:N l.,AW!S Cf3MPLl�X,aqldl3!T IS RECOMM�NDE�B THA C YUU CCINSltL7 AN�k'�'1't3RNEY.
PHC►Tfl FtE1.EASE:Gustomer g��nt�ta t.awe's and lowe's employe��s and independent cqnfractors the right to take photograpHs of the Premises wliere r�
Inst�dl�tlan Servlaes wtll be perfcirrned and all work perforrr�ed at tha Premises related to this Contrack,and irrevpcably grants to lowe's a!!rigM,title and ,
tnterest in and to the nhotographs for use in a11 markets'and media,w��ridwide,in pe�petuiry. Customer authorizes.Lowe's to copyright,use and publish the
photographs in print andlor efectronicafiy,and�grees that Lowe's►nay u:ce stich pho#ographs for any lawfui purpase,including,but not((mifed to,m�ticeC(ng,
advE:rtising,publicity,iilustration,training aind Web cantent.By initialing t�ere,Custamer ag�ees to the foregoi�g. (Gustomer to fn(ila!!0 4h�!eft].
Work js to cou�rnen+��upon�easonable avaitabllity af Ga»tr.�ct�ir andfqr any special order ar custocnep cnade Goad(s)whEch 1s antfcipated ta be
�,�til�,yri � C3AT�' [ff11 in date]. Esk?mated completion date is � �'��� � +'�'►���� [fl11(n datej:;
Said es�retatsd subst�ntiai comptetian date is not of the essencQ.A�taterpent of ariy aontingencias that would materially chang�satd}estimated substantial
tx�m��tefion daEe is as follows:_, _ '� . ' r
__._ (if�.appticable,insQrt a sYatem�n!of such'contingenaies).
Thi�,�'.1;.ontrac�}�prav.�3+�s fh�t atttcclatmsi:b;y C.�sf'acrka'r`.,or Cowe's St�il(b�s,;res�lved Gy B Dt�t�:�A,it$,�TitA3`tOtsL.Cjusto�rtdr;�nd towe'�,G�i/�U['TtiE f�IGHT
ft
T.O�G�O TO COUR7 tq.enforce thils Gontract QEXCEPT tor mafteis t#►a�t may,be take to SMALL C`LA1MS GOUk1").Lowe's a�d Custorrier's rights wEtE be
detenttined by a NE{JTRAL AF:8ITRATOR and NOT a jud'ge� or jury, Lowe's and Customer are eotitled to a �AIR H�ARiNG. BuR tFa�e arbifration
procedures are�'StMPt.ECt ANQ MQRE 1.it�11Tl3D THAN RULES APPI.It;AB�.E IN�Ot:iR'f:.Arbitrator deaisions ara as.en#orceable'as any court order and
are.subJect ta VERY I.IMITED F2EVlEW E3Y A COURT. FQR M(�R�IDEcTAtLS: Review the section titleci AR8lxRA'TIQN A�REEMENT,W,41V�ft OF JUE2Y
7RWL.AND WANER QF CLASS ACTIODI ADJUDICATIOh1'found In twe Terms and Conditions of#his Contract. � ,
DO NOT StGN 7Hl�COHTR/�CT Ul�7lL GOMPL�TE AN�YlatJ HAVE REAI?TH�TERMS A�lD CONC?ITlONS CONYAlNED Ou A,LL
RAGIE�►OF THIS Cl�NTRAC7". BY SIIGNING BEI.OW,Y�U ARIE ACKNOWi.EDGWG THAT'1(OU HAYE READ, UNDERSTAND
AND AGREE TO TF�E TERM;�AND�ah1D1TtONS.SET F�OF37'H ON ALL PAGES OF�YH(S CON"FRACT.'YOU.ARE ENTITLED 1'�D�4
COP'Y OF THIS CC?�iTRACT,AT THE TIME t>F SlGNA7[3R�. � - • � �'
W1T�i�S�OUR HAN�(S}AND SEAL(5}BELCtVtt.TH1S ��t� D11Y O�F ar�� � � , _Za� b , i
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L e' Aut d et! r entative � � •Go-awner or Witness �, '�
Gnstomer ackno edga�recelpt of�.true cop��af thfs contractwhich rt�ras�camptetely fitted in prlorfo Gustamer's execution.her8of.Yot�;th��buyer,�ma
cancel�t:hls transactlon�t any tim� prior to midnight o.f'the third business•day af�er tfip�data.bf�thls transactlon:�See the attached�notfce ai canceilafion.
form for an�explanation of this right . , ' ' , . ,
, � . •
55106 REV. 12/13 F°tl.E GOPY • m 2ooa by�.owe�s.�•�.owe's and th0 gable dasfgn
. are regisieied hademsrks'oT LF Coipo2tlon.
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Cusi:amet'Rdtlress: �
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lnstall Address: SAME ____ �._ '�
Directians: � �
�. Draw thE wails where windows are being replaz:ed and labef them front, b�ck, L side or R side(as seen from the
street) ,
2. Draw th�vrindows that�re being replaced an�e��.h window c#rawing ��
3, nlace a c�pital letier bestde eac�►window ln the drawing.Wir�daws with thn same dimensions wiH ha've the satn�
ietter.Complefie the information an ih�nexC pa�;e�using�he corresponding letter. I
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4. La6e each existing windaw with the typ�of�xterior materia!surrounding the windaw(for example. brictc,tifinyt,
woad,cfapboard,ptc.J Also, label existing wincfow typ� (for exarnple: a{urninurrt,wood,vinyf) �
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Page 1 of 4
� f?roduct Approval Menu>Product or An�lication Search>Ap,plication List>Application Detail
FL# FI.16813-R3
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by tlie POC
and/or tlie Commission if necessary.
Comments
Archived ....
Product Manufacturer Pf:lla Corporation
Address/Plione/Email lU2 Main St.
Pf:ila,fA 50219
(641)621-6096 �
pellaproductapproval a pella.com
Authorized Signaturc TROY FARR
tbfarr@pella.com
Technical Representative TROY FARR c��. ����/� ,
Address/Phone/Emaii 18600 NE WILK6S ROAD p ���. ���-
PORTLAND,OR 97230 �1,
(503)405-9176 'vs ��py \ '�
tbfarr�pella.com F-�a„�y��Ry���s l�
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Quality Assurance Representative Pat Bortscl�eller �����\`V�
Address/Plione/Email 102 M1in Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com ALL W
C��A��SC ALL�0�'Ip
Category Windows
Subcategory Double Hung CITYO��I�NALEL�L�RIDAB HALL
Compliance Method Cert�fication Mark or Listing ANY�JLzs��C�D��D�,G
Certification Agency Window and Door Manufachirers Association �ANC�s D
Vnlidated By Terrence E.Lunn,PE
� Validation Checklist-Hardcopy Received -
Referenced Standard and Year(of Standard) Standard Year
--- �
AAMA/WDMA/CSA 101/LS.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-!l �011
Equivalence of Procluct Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/09/2016 �
Date Validated 03/10/2016
Date Pending FBC Approval
Date f\pproved 03/17/2016
http://www.floi•idabuildin�.c�r�/nr/t�r ann dtl.asbx?naram=wGEVXOwtDatmmT�TNdVP... �1�4/��1�
Page 2 of 4
� . '
' Summary of Piroducts
rL 1! Model,lYumber or Name Description
16813.1 250 Series Double Hung Window 48"x 63"vinyl non-impact single window with interlock reinforcement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.16 .17,pdf
Approved fm�use outside HVHZ:Yes Quality Assurance ConG•act�xpiration Date
Impact Resistenh No 04/25/2021
Design Pressure, +30/-30 Installation Instructions
Other:Configurations ofglass sha11 conform to the current ASTM E1300 FL16813_R3_I[_Drawing,_1868A,pdf
standard. Verified By•Warren W.Schaefer P.E.44135
Created by Independent Third Party•Yes
Evaluation Reports
FL16813_R3_AE Drawin.g,_.1,868A..�5df
Created by Independent Tliird Party:Yes
16813.2 250 Series Double Hung Window 36"�c 72"vinyl non-impact single ti�indow with fiilly reinforced stiles&
rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.00 .Ol.pdf
Approved Por use outside HVHZ:Yr,s Quality Assurance Conh•act�xpiration Date
➢mpact Resistant:No 08/29/2021
Design Pressure:+30/-30 Installation Instructions
Other:Configuretions of glass sl�all conform to the current ASTM E1300 FL16813 R3 II Drawina 18G8A.pdf
standard. Verified By•Warren W.Schaefer P.E.44135
Created by Independent Third Party•Yes
Evaluation Reports
FL16813 R3 AE DrawinQ 1868A.pdf
Created by Independent Third Party:Yes
168(3.3 250 Series Double Hung Window 36"x 63"vinyl non-impact single window
Limits of Use Certitication Agenc}�Certifcate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 41]-H-1461.12 .13.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant;No 04/25/2021
Design Pressure:+35/-35 Installation Instructions �
Other,Configurtttions of glass shall conform ro the current ASTM E1300 FL16813 R3 II Drawing 1868A•pdf ,
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Third Parry:Yes
� Cvaluation Reports ,
FL16813 R3 AE Drawin� 1868A.pdf
� Created by lndependent Third Parry:Yes
16813.4 250 Series Double Hung Window 48"x 72"vinyl non-impact single window with fiilly reinforced stiles&
rails&HP package
Limits of Usc Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.04 .OS,Ldf
Approved for usc outside HVHZ:Yes Quality Assurance Contract�xpiration Date
ImpTct Resistaut:No 08/29/2021
Design Pressure:+50/-50 [nstallation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16813_R3_I,I_Drawing.l868,pdf
standard. Verified By�Warren W Schaefer P.E.44135
Created by Independent Tliird Party:Yes
Evaluation Reports
FL16813 R3 AE Drawin�:1868.pdf
Created by Independent Tliird Party:Yes
16813.5 250 Series Double Hung W indow 96"x 63"vinyl non-impact double window�vith interlock reinforcement
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.16 .17.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contrnct Expiration Date
[mpTct ResistTnt:No 04/25/2021
Design Pressure:+30/-30 Installetion instructions
Other,Config�n•alions ofglass shall conform to the current ASTM E1300 FL16813 R3 II Drawin¢ I868A.odf
standard. Verified By:Warren W.Scliaefer P.E.44135
Created by Independent Third Party•Yes
Evaluation Reports
FL16813 R3 AE Drawing 1868A,pdf
Created by Independent Tl�ird Party:Yes
16813.6 250 Series Double Hung Window �
httn://www.floridabuildin�.or�/nr/nr ann dtl.asbx?naram=wGEVXOwtDatmmTSTNdVP.,. 3/24/2016
Page 3 of��
' , 72 1/2"x 72"vinyl non-impact double window with fiilly reinforced stiles
_�_ __ &rails
Limits of Use Certitication Agency Certificate
Approved for use in HVHZ:No FL16813 R3 C CAC CCL�{I I-H_1461.00 .Ol.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contrnet Expiration Date
Imp�ct Resistant;No 08l29/2021
Design Pressure:+30/-30 Instaliation Instructions
Ottier,Configur�tions ofglass sl�all conform to tl�e current ASTM E]300 FL16813_R3_I,I_Drawin,g„1,8G8A;.pdf
standard. Verified By:Warren W.Scl�aefer P.E.44135
Created by Independent Tliird Party:Yes
Evaluation Reports
FL 1681,3_R3,_AE_Drawing„I_868A..pdf
Createcl by Indepenclent"i'hird Party:Yes
16813 7 250 Series Double Hung Window 72 1/2"x 63"vinyl non-impact doubie window
Limits of Use Certification Agcncy Certificate
Approved fm•use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.08 .09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistnnt:No 04/25/2021
Design Pressure:+35/-35 Installation Instructions
Otlier:Configurs�tions ofglass shall conform to tlie current ASTM E1300 FL16813 R3 [I Drawin�1868A.pdf
standard. Verified By Warren W.Schaefer P.E.44135
Created by Independent Tliird Party•Yes
Evaluation Reports
FL16813 R3 AE_Drawi�1868A.pdf
Created by[ndependent Tliird Party:Yes
16813.8 250 Series Double Hung Window 72 1/2"x 72"vinyl non-impact double window with fully reinforced stiles
&rails&HP package
Limits of Usc � Certification Agency Certificate
Appraved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.06 _07_�df
Approved for use outside HVHZ:Yes Quality Assurance Contrnct Expiration Date
Impact Resistaut:No 08/29/2021
Design Pressm�e:+50/-50 Installation Instructions
Other:Configwations ofglass shall conform to the current ASTM E1300 FL16813 R3 II Drawin�1868.odf
standard. Verified By:Warren W.Scliaefer P.E.44135
Created by Independent Tliird Party:Yes
Evalu�tion Reports
FL16813 R3 AE Drawin 1� 868.pdf ,
Created by Independent Tl�ird Party:Yes
16813.9 250 Series Double Hung W indow 108"x 72"vinyl non-impact triple window witli fiilly reinforced'stiles&
rails
Limits of Use Certification Agency Certificate �
Approved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461.00^O1_pdf
Approved for use outside HVHZ:Yes Quality Assurnncc Contract Expiration Date
Impact Resistant;No 08/29/2021 ,
Design Pressure:+30/-30 Installation Instructions
Other:Configuracions of glass shall conform to the current AS"I'M E1300 FL168�13 R3 11 Drawing 1868A,pdf i
standard. Verifed By Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Cvaluation Reports
FLI_6813_R3 AE Drawi��,.1868A;,pdf
Created by Independent Third Party:Yes
16813.10 250 Series Double Hung Window l08"�63"vinyl non-impact triple window
Limits of Use Certification Agency Certificate
App�•oved for use in HVHZ:No FL16813 R3 C CAC CCL 411-H-1461 08 09 ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration D�te
Impact Resistnnt:No 04/25/2021
Design Pressure:+35/-35 Installation Inst�•uctions
Other:Configurations of glass sliall conforni to the cunent ASTM E 1300 FL 16813 R3 II Drawing 1868A.ndf
standard. Verified By:Warren W.Schaefer P.E.44135
Created by Independent Thirct Party:Yes
Evaluation Reports
FL16813 R3 AE Drawing 1868A.pdf
Created by Independent Thircf Parry:Yes
16813.11 250 Series Double Hung Window 42"x 78"vinyl non-impact single window witli fully reinforced stiles&
rails&HP package
httn:l/www.floridabuildin�,or�/pr/br app dtl.aspx?param=wGEVXOwtDatmmTSTNdVP... 3/24/2016
Page 4 af�
• Limits of Use Certiflcation Agency Certiscate
Approved for use in HVHZ:AIo FL16823 R3 G CAC CCL-PEL-H-14G1_pdf
Appraved far use outside HVHZ:Yes Quaiity Assurance Contract Expiration Date
Impact Resistant:No 10/19/2025
Design Presstu-c:+50l-50 InstattRtion Instructions
Oti�er:Con�guraiions ofglass shall conform to the current ASTM Et300 FLI6813 R3 II Drawingi86,8;�,d_f
standard. Veri�ed By:Warren W.Schaefer 44135
Created by Independent Third Party Yes
Evatuation Reporfs
FL.16813_R3 AE Drawing.1868;.pdf
CreaTed by Independent Third Party:Yes
�
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDatmmTST"NdVP... 3G24l201�
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f. all FAS�ENERS SHnIL 6E W aCGOROANGE WITH 1NE5£DRhWiNtS. SPEG'�FlFA _-_AY.__ �
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3, TliESE NON-IUPACf RATm PRoOULT iN51'N.IATONS ARE IN ACCORM�CE� �' }�7fyx � � �
ANO 1AEEi SME RE011tRER+Ett�3 OF TNE Fi.0iUt7A BUttDiNG C46E{F8C). � � �
WOOD FRAh7iNG SNN.L BENCPPA61f Of Rf5t5'1�NG CORRD�'IOu Cnt7SED 8'��pR • j • • M
PR6yU�EE�TWG CHE1aICAlS W 111E�Op. ti � � �
ry y,q7��q�5,INGLUDINC 6Ut NOT UuftED TD^sfEII•SCREWS,�T��E��TO q �ryN FAS7ENER WITHIN 2" OF CORNERS o o �
CONfACT WRtt 01H£R 015513711AR fAATERWS SWUL AtFEf 7HE REOUIRFkENfS OF X �j � �
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& TO 7NE BEST QF�1R xHflWLE�1'�F.��QROOUC!SHOWN HERFW�CERi�FlW m REOUIREMENTS TABL£� ON 1H�S W
���Ry pS,gUpEp gy A fLORIOA S�AIE APPROVED CER7IFlCA'nON�OA EN1nY h ,,� SHEE7 fOR RE6UtREMENTS. -' � � � W �
s�nu.se�ne[�a�accaxou+cE wm+zt+e Fac nko nte ainaiw oea�cneaa m Q � " � " ? a
OF BU�Nf55&PROfESS10NaL REGUfAifON SPEqFlG710NS. PROOUCT 0.5SEu9LY IS ,� Cl { t- r
NOT PFAi�OF TH6 DRAW�NG AND SHfSl.8E W ACCQRDaNCE witti 1NE r 8 9 � W � .1_ '� a S
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7. C E R T T�F 1 G T t O N Of 7HESE PftODUCf INSfAl1AT10N5 SHAil SE CONSiDE.RED VOtb ff W i i y 6'
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A N T O F T H E fO t 1tWM1Nf,Af'PIY:i)PROWC(6 INStALLFA�4l}�A B U I I D I N G _ �
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INSfN.LEEb BY JN(ONE OiHER THAx a iSCEN5E0 CONTRaCTOR£XPER�ENCm wRN � ,_ _ T ._ 6'
AIL / �
i�(�p�1pH$4F'lllL51YPE Of PRDOUCf. 3)ff CkVWCFS W�E�CCURREO TO TNE � � �
PROOUCYS CERTIFfUrON ENIITYS CER7�FlCA'fE 1'NAT CAUSE T1'�FSE W'R�`�NS TO � � �
BE WCORREC"E 6Ft ttECONStStENi WI'iFi WWtT.i;AS HEEN'(FS1Ep. ¢ �j
g. NE(FAST OE51GN PRESSURE SPECIFlm F(1HER�N TMLS�Wi�NG OR M TNE � � C>tj rn p
PRODUCSS Ci'.RTiflG'�10N 5}Wl..CdVTii QL F0�YHE INSTAtS.ED FRODUCF. a �..
q TM�ppqNMG^5 CplfltY THE PRODULf INS1N1A710N ONI.Y. WATER PROOFING �
op�o�srruID aaooc�cr�s Nov aaar oF mis�c+sru�azsow camflcrtmw. ,� FRAME SCREWS WHERE SHdWN AT x r o N,o"�
s�
'i}Wt Rf5P�N5�8Nn'SNNJ-8£�'T OF iNE�'�f�RFR dc/OR INSTAtL.ER. Q � g@E,S. SfE "�RAME ANCHOR a a Z¢N
� � REQUSREMENTS TRBl.E` ON THIS ;.� � �� LO
�z a SHEEI fOR REOUIREMENTS. ��-
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INSInLA¶ON EVAl11AT1oN 15&�01 TF{E F14RtW 9NUNNC CWE YER510N fA/PADEREDRWRH TME��TT � � Z n•
sxov rsvuaete ysc aEroRts 4" UJil(.
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6W7LE+I�P6h1F5 OR W IME�1Fi4T NEl9 OR ADOR'R��h-+"�� >
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FRAME ANCNQR ftEQUIREMENTS TABLE EXTERlOft E�EVAj14N• scntE: 3/�" = 1`-0" �c`'',�
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OPENING 1YP£ pp�ING FnS7ENER P"PE EM9ED FDGE D15T. �
{SUHSTkATE) SCAlE: 3f4" = 1'-4
(�) FRAME SCREVUS {NAI� F!N tv1QUNT CQNQITION) >� zm m
M�N,7J(4 WOOQ FRnME OR BUCK hp. �}0 SMS OR W04C1 SCREW i i/4' 3�4' �
(M�N.GR. 3&G=0.55) �a z�'��'
MIN. 18 C0. 33 KSI MEfAL SiUO N0. t0 GR.5 SF1F TAP DRItt.SCREW fUil- j12' ALLOWABLE DESiGN �� za���
MIN. t/8"THK k36 Si£EL N4. t0 GR.5 SflF TAPjDRill SCREW A7t1- �I2 QR�SURE �Z ""�a��S
MIN. 1J6"7NK 6063-T5 At-UM. N0. 10 GR.5 SELF TAPfORItL 5CREW Fl1LL �12 �SINGLE WPIOOWS} � �
(2) 1 4 CONCRECE SCREW 1 7/4 2� Ntn wz'e�u�
µ�p,G-g0 CMU OR?S44 PSi CONCRETE /� p�px. �(_ ALLOWABLE ¢����:
(�) lNSTALIA7IQN CUP SCREV4S �qME FW�,tE PRESSURE 111111a/ ��� z
f WIDTN HEtGHT {+f- PSF) - '�v''�m`
MiN. 2X4 WQOD f%+ME OR 9UCK N0. 10 5M5 SCREW � a/a• � 2- \e�a°�c�33�M�r��,, � o"3
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(2)CONCREfE SCREtNS SHALL SE El.CO Ul.TRAC6k5(CS.).E2-�0 CREfE-Fl� ( �. Ey BE USEp FpA RnTIdVAI.ANO/OR LOCAL PPPFIT'N- � oF 8
�p�ASETfftEp HEAQ TAPCONS(C.S.OR S.5.a OR HIITI KW�K-CON II (C.S OR S.S.). qN�t{OR{S) USED IN 7E5TiNG w11H THiS PRODUCT. �,.����P�pucfv er'�xc wwur�tR
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CLUSTER FlN FASTENERS nT MULLION ENDS SUCH THAT THERE
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ANCHOR REQUIREMENTS TABLE" ON SHEEf 1 FOR 7 � 12 3/4" ��3^ 12 3/4" � �
REQUIREMEMS. Z' A� 4. �' AdAX. O.C. MAX. O.C. pZ 4^ ��
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4" MAX =
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o � FRAME SCREWS WHERE SHOWN AT HEAD & �
m m SIDES. SEc "FRAME ANCHOR REQUiREMENTS xQ
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a �� ~ g —'�
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OF COR�ERS dc 9' i�nA)(. ������ � � m m
O.C. SEE "FRAME ANCHOR "DOUBLE WINDOW ANCHOR REOUIREMENTS TABLE" EXTERIOR ELEVATION; >a wa _
REQUIREMEMS TABLE'ON SCALE. 3/4" = 1'-0" ON SHEET 1 FOR DOUBLE WINDOW i.Nio z���N
REQUIREMENTS. SCALE 3 4" = 1'-0" �� � d�
SHEET 1 FOR � w z Q=
REauiR�Errrs. (NAIL FIN MOUNT CONDITION) (FRAME SCREW AND CLIP MOUNT CONDITION) �nZ W�oW=
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ALLOWABLE DESIGN ��`- ��'"<�
PRESSURE N� W����
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(DOUBLE WINDOWS) � �v�Z ezd
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FRAME FRAME PRESSURE I� I�3 II
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72 1 2 72 30 ��:'� ••u.•ti;j� o o �-
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. . . . . . . . _ . . . . . . .
�LUSTER FlN FASTENERS AT MU�N ENDS SUCH THAT THERE ARE A FlN FASTENER WITHIN F
TOTAL OF 5 POSRIONE� AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS 2' OF CORNERS & 9"
TABLE' ON SHEET 1 FOR REOUIREMENTS. M1A)C. O.C. SEE "FRAME �
I ANCHOR REQUIREMEMS �
� �� FOR REQUIREMEMS� z
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TRIPLE WINDOW �� -�
sCALE: 3/a' = t'-o' }� �� m
z�- zao
(NAIL FIN MOUNT CONDITION� �a Wa -
wo z��'�'.
�� � ���
ALLOWABLE DESIGN PRESSURE oZ 'Z"a�Q�
(108" X 63" TRIPLE WINDOW UNffS) �
�� �c��
+/-35 PSF NN ��'�o
��n Z� a
I � a
�Nueoie�e�i., u3� I
``����P.�i�zi�j�H'�i a
,��J':
``��•.�. ..�b�>� s `� "^
�2�:i„ co 0 0'.Q � ;�
�U:m r w s= a
s��W �� a �:O � ,[t 'U^z
i7�:17�, � N�':y� � 3u
� %yZ �� U
�'bb;�� � pOh�,:�
-�r,Y�y..¢`?-,:• � ` i
�•%�ari�i��"' oR.,w�G NO. REV.
1868A B
SHEEf N0.p
3 oF U
c��No�s: �� �«m�
1. ML FASiFNERS SHN.L BE W ACCOR�ANCE WRIi lNESE DRAVANGS. o �'a'�' �.�s
SPECIFlE➢IWQ10R E]79ED TO 815E W17ERV�1 SW1LL BE BEYOND WALL i1NI5H OR aD1�_ �°�
�� SEE SINGLE WINDOW SIZE_TABLE__ SEE SINGLE WINDOW SIZE-TABLE - Q3�06^'--
1- OPENWGS�BUCIQNG k�BUCqNG iASfENFRS MUST BE�PROPERLV DESIGNED ON THIS SHEEf FOR WINDOW ON THIS SHEET FOR WINDOW `
x wsrwim ro Twws�a vnr+o�oaos ro nie srnucTu� FR4ME WIDTH � FRAME WIDTH o 3
3. 1HESE NON-MPACf RATED PRODUCT iNS7AUAT10NS ARE IN ACCORDMICE Al
wflH ar+D uEEf TME REOUIREUFNTS OF iHE FIORIDa BUILDING LODE(FBC). �
4. ALL PNCHORS SECURING PRODUCT FWunES 70 PRESSURE iRFA7ED BUCKS I s
OR W000 FRAAI�NG SHALL BE fAPABLE OF R66fINC CORROSION GUSm BY �_ � e
iHE PRESSURE TRFATING CHEMIGlS IN THE W00�. • • • ' •
S 4ATERWS,INCWDWG BUT N07 UNRED TO SIEEL SCREVS,THAT COM.E IMO 4� MAx.
CAMALf WI1H OTHFR OISSIUILM NATEFtIALS SHqIL uEEf 1HE REONREl1ENT5 OF � , j � � a
Fl.oeion eui�nwc cooe cw�vh.e zo. FIN FlSTENER SCREWS
6. TO THE B6'i OF OI7R KNOWLFDGE,7HE PRODUCT SHOwN NEREM IS FRAME SCREVIS WHERE SHOWN W �
CEfli1FlED&OlN1RY ASSUREO Bf A FLORl0.4 STAIE APPROVFD CERTIFlCAl10N/OA WfTHIN 2' OF CORNERS AT CHECK RAIL ENDS. SEE � o g
EMIIY&SHAl1 fiE lABQID W ACCOROANCE wffFi lHE FBC�wD THE FLORIDa C2
& 4 1 2 MnX. O.C.
�Epp3tT11EM OF BUSIN65&PROFFSSIONAL REGUTATION SPECIFlCATIONS. � �FRAME ANCHOR REOUIREMEM$ q v o o g
PRODUCf nS5618LY IS N0T PPfif OF i1u5 DRAYIING AND SW�LL BE IN SEE �FRAME ANCHOR TA3LE' ON THIS SHEET FOR
pCCOROu.CE WIfH 1NE NANUFACRIRER'S OWLfIY ASSURANCE 57ECIFlCA710NS& REQUIREMENTS TABLE" REQUIREMENTS. �, � � a
TFSTING REPORfS.
7_ CFR7IFICAl10N OF 7HESE PROOUCT WSTN1AT10>75 SHnLL BE CANSOEREU ON THIS SHEET FOR m 3 _ •
VOIO IF ANY OF 1HE FOLLAYANG A°PLY:1)PRODUCf IS InCTALLED VtfIHOUf A REQUIREi�ENTS. C7 I �-p I � � `
BNLDMG PERN(f FROM THE MPUCPBLE WCAL BUIIDING OFPART4FM. 2) 4 v Z
�.=xu.^.�e5c�w�.:c..on:�z�rwu:.::arssc co;m�;..--oa 1 N 3 � I I
EXPEFi:ENCED WrtH It�LSTAW1TOt15 0�TH5 TPE OF PROOUCi. 3)IF CHANGS N�_ � �E-
HAVE OCCURRW TO 1ME PROOUCTS CERf1i7fATI0N ENlifl'S LERI1FlCAlE iHAT � j . ��O w j 6,•
CAUSE TXESE�NS�ALINTIONS TO BE INCORRELT OR WCON55iE"R NTR!Yt}lAT}VS 4" po =
BEQd TESTm. — —
& iHE IEAST D6�GN PRESSURE SPEC1Flm QIHEA W hf5 DRAWING OR W 1HE 4" Z w 41 � O�-�
PFODl1CIS CERTIFlGTION SHALL CONRiOL FOR THE INSTALLm PRODUCf, j �'�Q j � 6• F w o
9.7HESE DRAWINGS CERfIFY 7HE PROWCf INSTALtnTiON ONLY. WA7ER J ¢ ��0 p
PROOFMG OF THE WSTALLm PRODI1Cf LS NOi PAR'f OF THIS INSTaLA710N � �V�� }- O�
CEtiI1FlG4710N. 7WQ R£SPONSIBIl11Y SFUJl BE THAT OF 7HE�NUFACNRER Z x � C7 a�� I
U 0' O Q �
&/OR uSfallER. �� � U�S I
w o FRAME SCREWS WHERE SHOWN AT o
N SIDES. SEE "FRAME ANCHOR � S�J�*
WSfAWtT10N EVPILATON 6&Sm ON PPPUGBLE ANCNOR SfAN0ARD5 nn0/OR Wi0RNA770N h RESULR REOUIREMENTS TABLE" ON THIS SHEET a � "'���
iROY APPUG9lE TESf REPOft75. TNE FlOPod1 BUIIDINC COOE YERS�ON�NSI�QtE�WfM TNE � Z a.
tvwunon wre nar w rnace a me nue oF txE EvauunoK w Ix[�w.�o�coot v[psror+ FOR REQUIREMENTS. (NOTE THAT -
CIWILES/UPMT6 OR M RfE EVENf TF1AT NfN OR�DWfI0NP1 lESfP'G 6[OUPIFfED ON 1HE FRAME SCREWS ARE NOT REQ'D AT " z
R3ERENCm P.400UCf.P(t^LR TO SfAM,'^.COOE Q�NPlA1Y.E i:',iH 7NE STA7E TFff NhTNFKfIFtQt SrALL ^ �
mxFlau wma n�n+sruunor+Evwunrnu a,ad�t or aEmao iv.nr n�wsrwnnas sPccm�o 81 HEAD & INSTALLATION CUPS ARE NOT =
�-pu,we aaerxr xm�n+e ixQ+cueatxr hsnr+c.caoe arm nraucaetE s�u+oums. 3
j REO'D AT SILL FOR SINGLE WINDOWS) � wo? �
FRAME ANCFIOR REQUIREMENTS TABLE a- Mp,X. mZ�
OPENINC TPE FRAME�CLIP�NAI�FlN TO �/INIMUM MINIIAUM i o�'� II
(SUBSTRAT'E) OPENING FtiSTENER NPE EMBE� EDGE DIST. . � W
�� FRAME SCREws EXTERIOR ELEVATION: EXTEr�IOR ELEVATiON: }Z "o
MIN. ZX4 WOOD FRAME OR BUCK Z¢ Z ao
(MIN.GR.3 &G=0.55) N0. t0 SMS OR WOOD SCREW i ,/a- s/a• SINGLE WINDOW SINGLE WINDOW N� W¢ m
SCALE 3/4" = 1'-0 SCALE: 3/4" = 1'-0" W� z�¢n
MIN. 78 G0.33 KSI MEfAL STUD N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' �w c� ��
(NAIL FIN MOUNT CONDfiION} (FRAME SCREW MOUNT CONDffION) '='a z<� "
MIN. 7/B'THiC A36 STEtI_ N0. 70 GR. 5 SELF TAP/DRILL SCREW FU�L 1/Z' � Wa g„S
ARIN. 7/8'THK 6063-TS ALUM. N0. 70 GR. 5 SELF TIVP/DRILL SCREVJ FULL 1/2� 0� � -�'"i
ALLOWABLE DESIGN PRESSURE N= W""�
MIN. C-90 CNU OR 2500 PSI CONCREfE (2) 7/4'CONCRETE SCREW 7 1/4' Z' Wz�o�
(SINGLE& DOUBLE WINDOWS) �_�W
(�) INSTALLATION CUP SCREWS �N mm=
MIN. 2X4 WOOD FRAME OR 6UCK +/-50 PSF ����IIIBIO��� ��lz"'�a
{!.;lN.GR. 3 L G=0.55) ND. 10 Su5 SCREIY 1 1/4' 7/2' �\��(� ��aT /�;. �,3c�.�"a
I MIN. 78 GA.33 KSI MEfAL STUD N0. 10 GR. 5 50.F TnP/DRILL SCREW FULL i/z' ALLOWABLE SIZE `���4�,-•••'••••��Y/�; I� lo_� I
�.,ti ;/8'I};K;.36 ,i cc� iQ"v. iu GR. � Scu 7AY/DHILi SCREW tULL 7/2' IH`aLC + `Z':' u� ' ���
6UN.11/8'THK 6063-TS'ALUM. N0. 70 GR 5 SELF TAP/DRILL SCREW FULL 7/2" (SINGLE WINDOW� �U;y � O O;>: �
MAXlMUM MAXIMUM ��=_ � * r �:a= N
2500 PSI CONCREfE (2) 7/4'CONCREfE SCREW 1 7/4' 2' FRAME FRAME �3 V 0 N�?O` o cv �
(3)NAILING FIN FASTENERS WIDTH HEIGHT �y:� Z ��� < ��
MIN. ZX4 WOOD FRAME OR BUCK � ' S c�
N0. 10 SMS SCREW � 7/8' 7/2' (IN.) (I�.) ��6,'ti,, • �; 4 Nz
fAW'N7/8R HK A36 STEEI N0.'8 GR. S SELF TAP/DRILL SCREIY fUL1 1/2" 42 78 ���id�M�l i p�o\��� U 3�
MIN. t/8'hIK 6063-TS ALUM. N0. 8 GR. 5 SELF TaP/DRILL SCREW FULL 1/2" ��P1A7E ANCHOR/SURSmaTF Fva�Uenna ntn7F• g
�(t)FRAME AND INSfALLATION C!IP SGREVIS SYJ1L:9E A PM OR HF",. ti;AD SCREL'!. I I AlL�4LiER�1:.7E JL'JCHORS IN THE1R SPc'CIFlED 3
SUBSTRATES HAVE BEEN ANAI.YZm �N ACCORDANCE
(2)CONCRETE SCREY.5 SFWLL BE ELCO ULTRACONS(C.S.), E1C0 CREfE-FLDC (5.5.), fTW TMcsE oanmucs i.pE'rrurwBtE or+�r io niE wropicr oanwwc N0. REV.
W�htSEf/RED HFAD TAPCONS (C.S.OR S.S.) OR HILTI XWIK-CON II (C.S OR S.S.). 'NRH THEIR APPLICABLE STANDARD(S)AND ARE FOUND sPmr�m.nicv wr nnr se usm roR n�e�sswair �$6H A
(3)WHEN SCREWS ARE USED WIiH i}iE MIL Fl�,iHEY NUSf BE A PW HEAD OR WAFFLE HEAD TO BE EQUNAIENT TO OR STFtONGER THAN THE �+m/ort iNSraUnaH or�wr on�Ex PFOIXICT�OR WY
ANCHOR S USm IN TESTING wITH 7NI5 PRODUCT. TMn'BE us�n roR an�ro�+u-^++o/oe inru na�wu sr+�r uo.
SCREW OR WNE A FlAT WASHER AT hiE SCREV! HEAD. �) Oi Mf!PRODUR NOT P�t00tICE0 BY TME NSNUFACRIRER � oF ¢
sr�nn ou n+Est oemnNcs
i
�� ���
YRaI Y.vS
72 7/2"MAX. FRAME WIDTH `"'O�` a�o�i+.
�72 1/2" MAX. FRAME WIDTH 4- � � 12 1/4" 3' 12 1/4' 4. � - - - -- -
�AX. O.C. MAX. O.C.
Z� AS 4
3 � I I 1 � � �
. . . . . . . . . . . . . _
x
.. — ..... 4' MAJ(. �
, � .... /f // / � a
� �FRAME SCREWS WHERE SHOWN AT c�i �
I HEAD fc SIOES. SEE 'fRAME ANCHOR �
REOUlREltENFS TABl.E'ON SNE� 1 �
FOR REOUIREMINTS. i
C'I I C2 �
s 4 � � � ! FRA,ISE S�RESVS = 4 � � � '
� tl:?ER� SF30..�' ��'-, f
AT CHECK RAIL � / 6� Z
� � j � � 4. ENDScSEE LL w � j / �
4 - - — 'FRAME ANCHOR � - - - - -'�- ��N o
� / 4' REQtJIRF�+tENTa � /
� I / 7A6LE' ON x /� 6� F- o v�i'�^
n
� / � i / � SHEEf 1 FOR � / � // � � ¢ a z'�N
REQt71REPA£iS75. � ��S`�
n r o j �
FlN F/STENER s N w�'
INSTn�LATION CUPS WHERE SHOWN AT SILL. a � -'c'
SCREVJS W(THIN 2' ��
OF CORNERS & SEE 'FRAME ANCHOR REqUIREMENTS TABLE' ON x � °-~
` 4 ij2" MAX. O.G SHEET t FOR REQUIftEMEN(TS. � �
I SEE "FRAME I '^ x
_ f � B� j EQUREMENTS � � 3 /� � m�g � .
_ TA$LE'4P2 SHEc7 =?_
1 I I REQU REMENTS. , 1 I S }�- �3� I
f ! �¢ zm"
. . 4' l�AX.�--� i�— 12 t f4" 72 5/4" � L 4" MnX. y� wm
CIUSTER FlN FASi'cNER SCREWS AT 1 MAX. O.C. 4' 4" 4" 4" M�• O.C. � m
EXTERIOR ELEVAT10N: Mu�uoN �as sucH THar n��e �� Z�,�rN
DOUBLE WIND{}W ��A TOTAL OF 3 POSfTIONED AS EXTERIOR E�EVATION: ��., �
wa z��d�,
swown�_ s�E "fRAME ANCH4R DOUBLE WINDOW � `�a��^�
SCALE: 3/4" = 7'-0' REQUiREMEMS TABLE"ON SHEE7 1 SCALE: 3/4' = 7'-0' �� w���_'
(NAIL FIN MQUNT CONDITION} FOR SCREW REOUIREMENTS. ,�y= �z���
(FRAME SCREW AND CLIP MOUNT CONDITION) ar�=W
�Ut�YI mmo
t ��ncn
\��1����u�97yf� �G:
��`e`�'Q �a�`�+''� ��`�
..�y4.�.... ..,,�/.a�.
��;���� W�.,ti�;p � w
i
..U j y ,-- � O:>_ �..+ n
��:sZu �� a O',�� � �D „�,f
:;z� ,r. «- o `
=j O y4��� � ��
ir,2�:, 2 .t-Gj }z
��'+.... '���+'�v �
w
.�i�s'b y ' Q``S G za
I fJf������Ay``
$ !!
ONAWINC NO, RtV.
1868 A
SNEE7 NO.
2 oe 4
DIYwN Bf: OELKm Bi:
FlN FASTENER PER FRAME SCREW PER `�"" "''s
ELEVA710N ELEVATION P10Ti-x 0°mrocn.
SUBSTRATE BY SUBSTRATE-BY - - - - SUB57RATE BY
- SEACANT BY OTHERS OTHERS PER FRAME SCREW 07HE� p� SEALANi BY OTHERS OTHERS PER �
BENIND NAIL FlN "FRAME ANCHOR PER ELEVATION 'FRAME ANCHOR BEHIND FRAME FU+NG� "FRAME ANCHOR
' _ - - REpUIREMENTS I��I�� - -. s ^ "- • REQUIREMEMS " ��� r2'cOUiR'eMENTS
�� . � � TABLE' TABLE' , .'- o
, TABLE' �
' '`i.: '
_ i/4' MAX. � 1/4' MAX. SHIM = 1/4� MAX. SHIM -
_ SPACE -} - - AT EACH ANCHOR� __ ,'z � !'O qT EACH ANCHOR�
SFAV+NT BY O 0 O�. SFAUM BY 0 p � 0 1
OTtiERS � OTHERS � SEALANT BY o
OhiERS �
� 2 1 � � z
x
� SEAL SPACE WITH � SEAL SPACE Q
LOW EXPANSION 4 WITH LOYY w � 4 WITH OWCE _
� FOAM AROUNO � D(PA�USION Q � EXPANSION �
t� PERIMEfER OF FOAM AROUND LL FOAM AROUNO
O ❑ WINDOW FRAME � ❑ PERIMEfER OF � ❑ PERIMEfER OF �
EXTERIOR EXTERIOR WINDOW FRAME WINDOW FRAME I o rn
� ��oo
� U �N� �
SECTION A� = SECTION Az ALTERNATE SECTION � � �<a�
SCALE: 3/4 FULL 3 s SCALE: 3/4 FULL 3 SCALE: 1/2 FULL 3 � S N S�
(NAIL FIN MOUNT) � (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) Z a���
Q
� �
'� Z
� �.
� �,�� �� � I� � _ �zl� `� II
D(TERIOR
II SEAL SPACE WITH I �}--�I� I �n SeNi SPACE W�H � oW�� II
LOW DCPANSION LOW EXPANSION w �U �
FOAM AROUND FOAM aROUNp = �'Z �'�
PERIMEiER OF SHIM AS RE�'D TO � pERIMETER OF "' >� �� m
WINDOW FRAME � SUPPORT & ALIGN ��L� � � w -
WINDOW WINDOW FRnME � W o Zv��ry
3 �w �
INSTALiATION �a "Z'a�LL^
SEALANT BY O 0 ❑ SEALANT BY O 0 ❑ CL1P o� W '�"i
OTHERS OTHERS N= Wz og„
1/4' MA7(.� ' � � _���..
SPACE 1/4" MAX- - ��Z�m a
• SHI�! AS P,Ea'D TC MAX. 3/16' SH!M S°110E o^n=
�'>``;.; ' "' .,WWDOW & AUGN _��: LO GKSHIMs `o`'�a1{I�II�I�J.��:. I� $idS I
II �>�� • - ' . . - . _ . _ .
�. i= ��:' ��'• ..•" : : _,.-` ..= • • AT EACH CLIP �4���y,......,,,. r/ .
� Q':'u1
SEAIAM BY OTHFRS l ' SUBSTRA7E BY SUBSTRHTE BY OiHERS' INSTALLATION CI�P SCREIN PFR �` � a��V�� ^o �'-
2EHIND NAIL FIN OTHERS PER pER �"RAME ANCHOR ���� � a
'FRAME ANCHOR FRA1�1E ANCHOR REQUIREMENTS �V:�i w �:� � h
� ' �v�.z d •Q' "'
FlN FASTENER PER REQUIREMENTS TABLE" TABLE' 2 PER CLIP. � �w �i� r p;Z- o � 4-
ELEVATION REOUIREMENTS � ) C ���� a
TABLE' SECTION Bz �3=°.� o N`��y` 4 � �o
SECTION a� SCALE 3/4 FULL 3 �y�i•.,Z r,:'`�`� w Nz
SCALE: 3/4 FULL 3 (INSTALIATION CLIP MOUNT CONDITION) ''�i,bbb,�l��p�O�;' � y
(NAIL FIN MOUNTI U
ORAWING NO. REV.
�868 A
SHEEf N0.
3 oF 4
�
1/4� MAX. SHIM �+.aH' `„��
1/4' MAX. FRAME HEIGHT-
SPACE �ME N9DTH AT EACH ANCHOR i/4' MNC. SHIM °A��,
- SUBSTRATE BY OTHERS PER - - -- AT FACH-ANEHOR� FRAME_HEIGHT- _ _ _ _ _
'FRAME ANCHOR SEAL SPACE WIiH /�SEAL SPACE WITH
REQUIREMENTS TABIE' SUBSTRATE BY �� �LOW EXPANSION SUBSTRnTE BY , / LOW EXPANSION
I I SEAL SPACE WITH OTHERS PER � . � fOAM AROUND OiHERS PER , � FOAM AROUND
LOW EXPANSION 'FRAME ANCHOR:. 0 PERIMEfER OF 'FRAME ANCHOR,•< Q PERIMEfER OF
FRAME SCREW FOAM AROUND REQUIREMENTS . WINDOW FRAME REQUIREMENTS . WINDOW FRAME
PER ELEVATION O PERIMEfER OF TABLE' TABLE" -
wINDOw FR4ME -
FlN FASTENER o 4 0 4
PER ELEVAiION 4 FRAME SCREVJ _ •� FRAME SCREIN z
' � PER ELEVA?lOh � � P� ELEVATION �
5� � - l
�THERS SEALAM BY , o
EEHIND NAtL - , • OT4ER5 BEHIN� �.
� FRAME FlANGE
FlN � . ;,� . .__• �� EXTERIOR � EXTERIOR �
vCiERIOR SEAIANT BY Z � SEAIANT 8Y
� " OTHERS , OTHERS
SFAtANT BY o�o,o
OTHERS - �-w^o
- ��o 0
SECTION SECTION ~ ��"';
ci c2 ALTERNATE SECTION C2 o a
< �z<_
SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 SCALE. 1/2 FULL 4 � �— �
�s�
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) z Sow�
O �--a
Z
. 0.375 � �J z
COM'INUOUS WOOD MEMBER I.ESS 0.604---� I�'�Z� � �
IN THICKNESS THAN A 2X_ BUCK 0.500 T
TO BE MIN. 3 1/2" DEEP (NOT Q �SUBSTRA7E 8Y 07HERS � � r � �-ZZS J �o�
REQU!RED WHEN SHI� SPACF IS 2� n�Q �co�`q �;�!,r,?,y = ,i,.M�' mZ�
'II WITH!N ALIOWnBLE DIMENSIONS � � q���;o`��,rRT3�r o�LL^ z� I I� I I I I 4 .�p�F ����R I o3I� II
SHOWN IN SECTIONS). }/ ' 0.60�M1� 3.000 O�RIGID PVC) �Z �o
. _ _ _ .' o.s��r �� 1 �� �� �
T � W
I �o �,,< e
SEAIANT`BY . I,�O 0 ❑, • FRAME SCREW PER 0.059� 0.059 J � 0.500 w� zv��ry
OTHERS � ELEVAiION & "FRAME O1 FRAME FLANGE OFRNME FlANGE yn zd��;
(RIGID PVC) (RIGIO PVC) = W°-=�Y
ANCHOR REQUIREMEMS 1.325 � o � ;
4 TABLE" � �0.060 N= Wz���
O �J ui
q 0.293� � � �N�gma
ECiF�210R �1 O!NSTA!1.41!0": CJo ` •••••-/ 3U�a
�--� (RIGID PUC) `,���*...���' � ���� I
� ❑ ��� � ���jy/:
� �
`P�•. � ....LL6�'��+ � .
�Z:a, ch o o:�— o a
�:w �� � o'�- Z m �
OPTIONAL DIRECT MOUNT DEfAIL �3;o o �,��;o` Q o �a
TO SUBSTRATE WffH SPACER ��y�i ti.Z : ��': 4 `^_
' ��. w 3W
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAM� ���6"6y "' �O��`
(DIRECT MOUNT CONDfT10N IS NOT APPLICABLE AT SILL) ���i�M���`p�.�`� U
(FOR OEfAI� N07$HOWN, SEE OTHER SECTIONS) '"""- � � ;�
ORAWING NU. FiEV.
1868 A
SHEET N0.
4 oF 4
L
� Page 1 of 2
Product Approval Menu>Product or Application Search>Appfication List>Application Detail
FL N FL165?.8-R1 ,
Application Type Revision
' Code Version 2014
Application Status Approved
Comments
Arcliived
Procluct Manufacturer Pella G�rporation
� Address/Phone/Email ]02 Main St.
Pella,I��50?.19
„ (641)6').1-6096
, pellapraductapproval@pella.com
Authorized Signature Dave Modtland
modtlanddb@pell a.com
Technical Representative Joseph I-I�yclen
Address/Plione/Email 102 Main Street �
' Pella,IA 50219
(641)621-6096
jahayden@pella.com
Quality Assurance Representative Pat Bortsclieller
Address/Phone/Email 1021viain Street
Pella,IA 50219
(641)621-1000
PJBortschel ler@pel I a,com
CateUory Windows
I Subcategory Mullions
Compliance Metlio�l Evaluation Report from a Florida Registered Architect or a Licensed Florida
' Professional Engineer
�; Evaluation Report-Hardcopy Received
Florida Engineer or Archi[ect Name who developed tl�e Warren W,Schaefer,P.E.
Evaliiation Report
Florida License PE-44135
Qualiry Assurance Eintity Architectural Testing,lnc.
Quality Assurance Contract Expiration Date 12/31/2018
� Validated By Terrence E.Lunn,PE
� Valiclation Cliecklist-Hardcopy Received
Certificate of Independence FL16528 R1 COl Certification of independence,pdf
Referenced Stand�rci and Year(of Standard) R�
V�
Equi��alence of Product Standards �
C�� l�ji� �
A O,� �4�
Certiiied By �
� `
i
�R � ,
Sections from the Coda S�'���' �y��� ��
1710.5.3 ��� �S
�,�\\`\� _
/�
Product Approval Metliod Method 2 Option B �LL
D�te:�ubmitted O1/21/2015 0��LIN SN`�LL
D�N ��0� ���lAl
�ITy�F2EP���L EL�clo�D,g�T��ALL
�IILLS TRIC� UILD�G
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq���j�,'����... 3/3/201<
�'S
Page 2 of 2
Date Validated O1/24/2015
Date Pending FBC Approval 02128I2015
Date Approved 04/15/2015
Summ�ry of Prodacts
FL f� Modei,l�'umber or Nama Description
16528.1 250 Vinyl Windaw Series Aluminum"fuba Non-Impact Tube Mullion
Mullion
Limits of Use � Installation tnsh•uctions
Approved Por use in HVHZ;No FL16S28 R1 II Drawing 1$65.pdf �,
Approve�i fo:�use autside HVHZ;Yes Veri�ed By:Warren W.Schaefer 44135 ,
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Muilion size,pressure,assembiy,use,Iimitations and installation FL16528 Rl AE Evatuztion repart WWS-246.odf
requirements are to be as specified in the attached drawing No 1865& Created by Independent Third Party:Yes
evaluation report WWS-246.JoU required design wind pressure shall be
caleutated in aceordance with the Fiorida Buitdi�ig Code Chapter I6 an<!
A5CE 7 Minimum Design Loads for l3uildings and Other Structures.
http://www.floridabuilding,org/pr/pr_app_dtl.aspx?param=wCrEVXQwtDqvqqu2w°/o2bnFg... 3/3/2016
I CENTER OF CENTER OF I �'i ��'�e�
� MULLION LENGTH r �^--MULLION IENGiH� o,o.
' WiNDOW WINDOW I _ SEE MUWON END '�09�"
��-- LOAD WIDTH - - CUP OETnILS ON
MULLION LOAD III� � �- �A�B��Z� ��j� SHEETS 3 h 4 _
AREA CONSIDERED� � I = — (I \ -{I� .A- I I CENTER OF e
—�- --jjj�CENTER OF �/ � --I— � I I WINOOW m �
TRANSOM
I I SEE MULLION � �
•A•• o m I II I � END CLIP �� , c 3
o.-.
Qa LOADI AREA S EETS 3& 4� I I o a � �
-B• � II I o �� CONSIDERED I II // II I Z II �/ II ¢ � W �
I�I / II I Z I / I
II SEE MULLION E� � III o �
.�8.. �CEN i ER OF
I CLIP DEfA1L5 ON � II II I WINDOW
II SHEETS 3 & 4 II I I II II I � I I AREA�ONS DERED a
I // ,1 I I SEE MUIIION � II II
III u p�a�IpN FOR THIS �aULLION, � o Wa,
�_—�J I� _ �/ _I SHEETS 3 & 4 I,II — �/ II �� �, SEE RESPECTNE z Q w�,o
�— — ' � � � _ _ _ � WiNDOW TO WINDOw Z o ���
'A' = CESSER OF (MULLION I EN G T H/2) O R (T R n N S O M W I N D O W H E I C H T/2) — � — � — E L E V A T I O N a i
"B" = LESSER Of (MULLION LENGTH/2) OR (BOTTOM WINDOW HEIGHT/2� TWO(2) SINGLE WINOOWS WITH A o O Qa�
SINGLE WINDOW WITH TRANSOM ��B ��A� SINGLE FIXED WINDOW TRANSOM � " �g i
(SEE LOAD TABLE 2_0) � g Nw�
(SEE LOAD TABLE 1.0) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS NOrEs: � ' �a`�
� NOTE: BOTTOM WINDOW MAv BE A flXEO, CASEMENT,awNiNc, ARE LESS THAN OR EQUAL TO THE MULLION LENGTH • 801TOM WINDOwS AtAY BE AM' FlXED. CASEMENT, AWNING, m a
SINGLE HUNG OR DOUBLE HUNG WINDOW. TOP WINpOW MAY (SEE LOAD TABLE i_0) SIYGLE HUNG OR DOUSLE HUNG WINDOW. � o �
BE ANY FlXED OR AWNING WINOOW. • BOTfOM WINOOWS A1NY BE FAULLED TOGEf11ER PER THIS �
NO]E. WINDOWS h�AY BE STACK£D HORIZONTAL OR VERTICAL pRptiv'ING OR PER i}iEIR INDMDUAL WINOOW APPROVN.. Z g
0
. �_ WI N D OW s�_ WINDOW ^_� GENERAI NOTES: CEN7ER OF CENTER OF II � I�
GJINDOF! WINDOW � m
Wiuiri > � rvlDiti > L 1. 1H15 uUWON SrSTEH NAS BEEN DESIGNED M aCLORONJCE WITH AruO WEE�1HE REOUIHEMENiS ,� o
I ' I ' cr crc,a�a i�cv r,���caia:sU�owc coo�rc S nr'PnOWC FOR�7e51LN PRr55URE5 NOT ro LOAD WIDTH�-y I Q �
I �B� = L�Z�}�-�A� = L/2 ( E%LEED THOSE SHOWN IN TNE�N.LOWABLE OESIGN PR65lIRE TABLE(5)�. �_ �A}B��Z I (n V Q
2. OPENWGS,6UCKING&BUCKING FASTENEfiS MUSi 8E PR07ERLY OESIGNm k INSTAILED TO W
I , I 7WWSFER NaNO LOADS fAOu THE MUUIONS AND WINOOwS TO THE STRUCTURE 1 � ��p m
---(((--- 1 ALL IWIO'kARE k FASTENERS$W�LL BE IN RCCORDANLE WITH THESE DRAYnNCS @ SHJLLL NOT — w
� _ — � _ _ �� VPRY UNL55 SP�CIFlVJIY 4EMIONED ON iHE ORAWINGS. SPEQFlED ANCHOR EMBED TO BASE � — _ _ � N W a '
:x:TERt,::S�c:CL 8E BEYOuO Vr:.LL�KISN OR SiUCCO. Z�a�H
I �/ � SEE MULLION I Z= 6. TMIS IEUWON SYSfEU I$RATED FOR USE IN NON-HVN$ARFAS ONLY. /� p V �
END CLIP �v J 5. TH6 4ULUON SYSiE11 IS NON-IMPNCT RaTEO.Al1 OPENWGS THAT INCLUDE THIS uUWO:! SEE MULLION � W G�"^
SYSfEM uUST BE SHU77ERED wrtN A FLORIM COOE MPROVED SHUTTER WHERE REOviRm BY CA�E. I II END CUP Z d�i<
III DETAILS ON II �w- s. ALL ANCHORS SEUIRINC YUWON CUPS TO PR65UR[TREATED BUC16 OR WOOD FPAM�NG DEfAILS ON = � w W'
� - - �i�SHEETS I �� $Hl��gE CpPAg�E OF RE$I$TWG CORF70510N CAUSED HY iHE PRESSl1RE TRfATING CHEN�GILS W MULLION � SHEETS 3 & 4 i� � w z��^
/�3 & 4 �� THE w000. LOAD AREA Z } ¢�_„�,;;
7. OEfENk�NE THE POSIiIVE h NEGAINE OESIGN LOADS TO 45E YrtfEN REFERENCiNC iHESE / III
- -�— I � � �OCUUENiS IN nCCOftWNCE WRH iHE COVERNING COUE ANO GOVERNMG WIND vELOLIiY. FOR YnND CONSIDERED 1I�. � � �j mU�mmi
MULLION LOAD �!/ �OAD CALCUfAT10N5 IN ACCORDANCE WIiH TNE FLORI�A BUUDING CODE.A D�RECTIONALIIY FACTOR OF ��� / N
AREA � LOAD WIDTH L Kd=0.05 1AAY BE APPUEO PER TME ASCE-7 SUwOaRD. ���� III 0 ±N � ��d
I CGNSiD"cRE6 = A + B I �^ '=^T���.:����:��BL'T XCT L'�IIED 70 STQ: S�FE:5,7HAT L0�'c INTG CGViACi N7Tri III \ J _N u�U I
OTHER OI$SIUIWt NATERNIS SHAIL NEET THE REOU�REMENTS OF FLORIpA BUI�DING CODE CMAPIER uI � � o �
FIXED WINDOW TO FIXED WINDOW 90 CERTIFlGITION OF TinS WLUON SYSIEY SHA��Q[CONCIpFF[p�O�D IF!NSTPi!�W(fk!�JT A � SEE MUWON � �
BU:LWNC PER4R FROY THE APPUff5LE IOV+L BINID�NC DEPARiAleNi OR 6 WiTPllED BY ANYONE I II ENO CUP �
WHEN WINDOW WIDTHS ARE GREATER on�Ea Tww a ucoasm coNmacma amer+�cEo wrn+wwoow irasrauanans. DETAILS ON • a
THAN THE MULLION LENGTH �0.%'�N0035 SHALL BE UNDER SEPERATE APPRQ✓AL SHEETS 3& 4 � '^' w�
71.FLL PEUA 250 SERIfS NOH-INPACE NNYL WINDOwS uAY BE SUPPOR7ED BY TNIS MULLiON - �`p� 4_
SYSiEY PROVIDINC THEY ARE PROPERLY ANCHOREO TO THE UUWON. �_ _ _ � � __ Q^y'�.c�
(SEE LOAD TABLE 1.0) 12,ALLOVlABI£PRESSURE ON THE�ULLED UNRS SHnll BE CONiF20LLfD BY 1NE LESSER _/ I � i�
NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL. nuawne�vaessuRe ov n+E uuwa:+e�irs�+o coNNecTions aR niE VIINOOWS R Sl1PPOFTS. �'B� T �A��'i � U
4 �o
1J.Y4NDOW S2E5 SHaLL BE RESTRICTED 81'THEIR OWN INOMOUAI APPROVAL � •• ��
14.PNCHORING Of WINDOWS TO TF1E OPENINC SWU.L BE PER THE�R RESPECTIVE APPROVAL. SINGLE OPERABLE WINDOW TO A SINGLE V ;W
15.CONDITIONS NOT SHOWN OR COVERED IN 7}i15 ORI.WINC SHALL BE SU&IECT TO SEPnRATE REViEV! a
AND JOB SPECIFlC CERTIFlCATON 6Y a rioa�o�uceNs�o E,+c�Neea. OPERABLE OR FIXED WINDOW '�
16.THE P110WABLE PRESSURES STATm IN THE LOM TAB�ES CONSIDER THE wORSE CASE OF , •� , � ;,�
I 'nn_nN S'l.o.�c,ncn«.�u?v7:Fd7 P.�M.P.Od iSCC LV%iU TACLt J.U� - ' ' I -:'�:'..�
•:.uUlllOu�`oE5 SiiN.i 6c LohTiNU0U5 FROed E10 To Euo. NOTtS'
iHESE���5/�E/J'vlKA9tE aNLr i0 r�vRpO�ICT I8.WHEN VEF11CJ1LLY SfACKED,TFiE WJ1lIFACNRER/INSffy�ER SHPLL INSURE THHT THE OEFD ' - ' DwtiviN,rNO., REv.
. SPEC�FlEO.T�EY w.Y r+OT BE USED f0a lNE a55E1�9Lr W�LHT OF TNE ABOVE W�NpOW(5)WLLL NOT CAUSE UNDO STRE55 ON TME BELOIY VANDOW 5). THI$ • W�NDOwS MAY BE STACKED HORIZONTAL OR�ERT�CAL •"�:;r,,' '".1865:�.` A
u.0/OR u6tALLAiwt+OG Aw OTHER PRODUCE NpP wr y��,�JON SYSiE4 IS OESICNED ibR WIND L�10 RESISTANCE ONLY&5 NOT GO`1510ERED TO
;xer eE usEo roa wmow�aw/ort�orx mvawc� ' OPERABLE WINDOW(S) MAY BE CASEMENT,AWNINC,SINGLE , . 'sHiEr:i+o.
sr�o��isf oa:v�p'��T����R� SUPPOFT THE WEICHT OF THE vnNooxS. HUNG OR DOUBIE HUNG WINDOWS. ����'��or rj
I �� �r��:
CENTER OF CENTER OF CENTER OF •�•s .s.
MULLION LENGTH—y WINDOW CENTER OF Roe woc:
� 5[E MULLION END WINDOW WINDOW _i. ��„�
CLIP GETAILS ON PANEL WINDOW PANEL PANEL
LOnD WIDTH�J �LOAD WIDTH I
/ SHEETS J & 4 MULLION LO/+D
1 I / I �- �A+B)�Z I MULLION LOAD (q+8)/2—7
AREA CONSIDERED � AREA CONSIDERED � o
••q� CENTER OF
I I r WINDOW �_\\� _ —�— — _ � _ — — �
SEE�ION � �\� � �
� I II III I END CLIP I II III III ENo CL p�ON
DETAILS ON
II I
��II% ��� = I II III SH�S��i & 4 z I II III III S E�5 °& 4�I I z � I
/ 3 I I I I I I I I I o I I� I I I I I� I I I zo ¢
, IIII I�� � III END CUP°" � p = III END CUPLION . III III � _
"g �—CENTER Of DETAILS ON I � DETAILS ON �
:vlNp055' �� SHEEfS 3 � 4� SHEETS 3 & 4 �
� p� III \� ili \� III III ' Q '
I III ` �il I MULLION LOAD I II �� I�! \\ /I I
I a
II II II AREA CONSIDERED _ _� �_ _ � _ _ _ _ � _ _ � � z
� � wmo
II I I I Z � W�O
� , �
a- ? �o 0
�I�. _ /, 1i — /, II �-B^—.}—•q•� -B-�_.A..� a ,��, ,
o � ¢`�
— SLIDING WINDOW NEXT TO A SINGLE SLIDING WINDOW NEXT TO A SLIDING � � �Q�
TWO(2) PANEL SLIDING WINDOW WIIH FIXED WINDOW WINDOW � 5 N��
. A SINGLE FIXED WINDOW TRANSOM (SEE LOAD TABLE 1.0� (SEE 10A0 TABLE 1.0� W a �a`�
(SEE LOAD TABLE 2_0) NOTE: 2-PANEL SUDING WINDOW IS SHOWN. MORE THAN 2 NOTE: 2-PANEL SLIOING WINDOWS ARE SHOWN. MORE THAN � �
PANELS MAY APPLY TO THE SLIDINC WINDOW. 2 PANELS MAY APPLY TO iHE SLIDING WINDOWS. �O
� �
MULLION LENGTH �
� �
, MU1110N LENGTH � MULLION � ?
� — — — — — — — — � �— _ �I� = LOAD AREA � Io
1� = _ _ _ _ _ = I I� . SEE MUlL10N END CLIP � CONSiDERED a
I�I // SEE MULLION END CUP �I I �j DEfAILS ON SHEEfS 3 &4 �j W O1
DEfAILS ON SHEETS 3 & 4 'A" TCENiER OF � Z�
'q' �CENTER OF I WINDOWS "� w �
WINDOW � �" '•'a
� 3 Z�=^.
U
xt� 3m o Za�
-- -- - �o� o� z Wa�
m Q � �
�v O 11 4C7" _
¢ } WZ of`am
a�=„�W
� �� CENTER OF �> �c=i�o��
.8.. NN Ym�
I � II % II II % ll II % II % II� W�Noows -o � o�_`
;�3 c�
.I I —L CWI DOWSF � I� = II �� ,� ' • . I a N "3�1 6 I
MULLION II I� II II II II II FOR THIS MULLION, �
CO SiDE E I I �j �j / II / I ELEva�70NOCWwDOw I II � II II � II I� � II / SEE RESPECTI '' . ,,� �
�I — — � /II / / / II / FOR THIS MU�N •p:��; . Q� =a
� MULTIPLE WINDOWS WITH TRANSOM � � _ _ _ u — � v✓�NDOW TO WINDOW :':__ ,_ _ , , W � 3W
ELEVATION �
(SEE LOAD TABLE 3.0) MULTIPLE WINDOWS (SEE LOAD TABLE 3.01 �''- � ' " � pa
NOTES. NOTES: �'�}��y� - -
• TRANSOA� �lAY EE SINGLE OR A!UITIPL:YJ:NDOIYS • CONTiNU0U5 MIiLLfONS bAAY BE HOR!ZOA?A.OR ;Tor;r�,� ' ' II
• BO7TOM WINDOWS MAY BE AtJ1'OUnNTfT�' OF FIXEO, (tiORIZONTAL SHOxmI). + _ . oruw�Hc NO. R[V.
' CASEMENT, AWNING, SINGLE HUNG, DOUBLE HUNG OR SLIDING • WINDOWS MAY BE lWY QUANTIIY OF Fl%ED OR OPERABLE �BES A
WINDOWS. WINDOWS. s�er No.
2 ov S
��� ���.:
t 7/2" � t/2' ...s v..s
t 1/2' r-t t/2' i ow�: wo
3/8^� I 3/8^ >�n�
3�8_� � �3�8,. +
� 1�2� MIN. �-�- � �. � 1�2 MIN.
2 3/8' }
� 1/2" MIN. q"
MIN.
1/2" 1/2" � -
MIN. N0. 70 % i/2"
SELF TAP/DRILL I �Iz� �
SCREWS (2 PER SIDE I�r _ � MIN. ��2^ ��Z• o
OF MULLION) Y �, MIN. N0. 70 X 1/2" 7�z" � '
, + 2 3/4" MIN. � � I� SELF TAP/DRILL � MIN. II
SCREWS (2 PER SIDE n n Ir •�
� OF MULLION) �I �
, ��Z�� 3 e ��4�
Mp,)(. 3/4� MIN. Mq)(. ¢
� — -7— �SHIM a
SUBSTRATE I � z
- o �-
CLIP'SCREW PER "ANCHOR PER "ANCHOR � � � w�o
REQUIREMENTS TABLE' REOUIREMENTS o � �N o
CONNECTION "Al" & "A2" 7A8�� SUBSTW�TE � oa �i�i
CLIP SCREW PER "ANCHOR PER 'ANCHOR z � z¢"
��Al" = TO WOOD, CONCRETE, METAL STUD, REOUIRE�tENTS TABLE" REOUIREMENTS o � ¢ �
STEEL OR ALUMINUM SUBSTRATES Tae�E' � �5 �
CONNECTION "B1" & "62" � s oW�
"A2" = TO CMU SUBSTRATE "B1" = TO WOOD, CONCRETE, METAL STUD,
W �a
w a
• STEEL OR ALUMINUM SUBSTRATES � ..
"62" = TO CMU SUBSTR,4TE � �
(EXTENDEO PORI10� OF THE CUP l.tAY BE TO 7HE INT�RIOR OR � a
EXTERIOR OF THE SUPPORTING SUBSTRATE)
� I�
� Q (o
� m
w Zm
� W �� m
(n w¢
ANCHOR REQUIREMENTS TABLE z �/8" Z 3/8 � o �v¢�"
V
OPENING NPE MINIMUM MINIMUM Wa z�~
MIN. Z a�r�
(SU85TRATE) FqSTENER T'PE EMBED EDGE DIST. J_ ---__--- ��z- ��2. � ��;V��
J wZ�
SCREWS FOR CONNECTIONS A1, A2, B1 & B2 MIN. N0. 70 X 7/2� 7�2' NOiE: SHIM IS z =�-�W
SELF TAP/DRILL MIN. ONLY REQUIRED '> '"�N mo�
MIN. 2X4 WOOD FRAME OR BUCK _ � Z��a
N0. 70 SMS OR WOOD SCREW 1 3/8" 1" SCREWS (2 PER SIDE � � � � AT SIlLS OF o }o
(MIN. GR. J & G=0.55) � II � � I �� _,�; a
Of MULLION ' 0?EtiINGS g c� �
MIN. 18 GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 4 � 0 I ��q- MqJ� 3 3�
uipi i�a^ruK e3F c7rci n�n. i n r.a, g gri c reo/ncu i S�arw n n i i/�" �1 7/2�� MIN. .� � 3/4� MIN ...�.;_.�
i • - i '�=SHIM/SPAC� 4: s .
MIN. 7/8"THK 6063-TS ALUM. N0. 7 0 GR. 5 SELF TAP/ORILL SCREW FULL 7/2� i —___==-- � :. �._=.,,� �¢
r '' z ..:^'�,<. .
MIN. C-90 CMU (�� 1/4' CONCRETE SCREW 1 1/4� 2' � � � CLIP TO BE SHOP BENT BY � ' � � •4`
MIN. 2500 PSI CONCRETE ��> 7/4" CONCRE7E SCREw 7 3/a" z" i�z- PELU+ (IF FIELD BENT, itlE. • u �'�
SCREWS FOR CONuECTION C MIN. CLIP SCREW CLIP MUST BE THOROUGHI„Y _ =-' ,. :. `'"z;
3/8" 3/8" � �3,;; ,
PER "ANCHOR �NSPECTED FOR CRACKING-
MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SMS OR WOOD SCREW 1 3/8" 7/2" 7 i/2" t t/2" REQUIREMENTS PRIOR TO INSTALLATION)�,;�Y,�:•� "; �.,� � �
(MIN. GR. 3 & C=0.55) � � : -
7 8"^I�:.36 STECL PtO. 70 GR. 5 S�LF�? RILL SCRF:� �LL 7 TABLE" SUBSTRATE PER 'ANCHOR'.,^%;� _ ;-..';�� �
I MiNM111/8/iHK 6063-TS nLUM. N0. 10 GR. 5 SELF TnP/DRILL SCREwI FULL 1/2' CCNNECTION "C�� REOUIREMENTS TABLE" `•OFnWWG�0��.,RLY.
(TO WOOD, STEEL OR ALUMINUM SUBSTRATES) '�78bS'�` A
' (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (5.5.), ITW SMEET N0.
R4MSET/RED HF1+D TAPCONS (C.S. OR 5.5.) OR HILTI KWIK-CON II (C.5 OR S.S.). (CLIP MAY BE PLACED AT INTERIOR OR EXTERIOR OF THE SUPPORTING SUBSTRATE) 3 0� 5
�� ����
1/2" MIN.--I 3' 3" I--1/2� MIN. 7 • ".•s
---- '�{� WINDOW FRAME . �
�o i� °'oirys�is
3�g I 1/2� MIN. ANCHORS PER �
1 z� t3/16" Z 3�g- - �- - --�_ - . AP ROVAL
� 13/16" � 7/2" MIN. J o L
3/8" � m
5 MIN. N0. 70 X 1�2" �/z^ �/Z^ o
OPTION TO NOTCH OUT FACE OF SELF TAP/DRILL � ��Z� �� �� �
MULUON IF REO'D FOR PLACE�tENT pFRMULlION)ER SIOE I I � _ ; MIN. EXTERIOR �
OF TUBE MULLION � e
i�Z' �- I.-7�Z" 1/2" � I� NOTE. SFALANTS StuLL BE aS '
Mi�. N0. iG % i/2" �MAX. 0 3/4' MIN. REOUIRED TO FORM A PERMANENT �
SELF TAP/�RILL ��Z� -� WATER TICHT SFAL
SCREWS (2 PER 5 _ ; MIN. � iYPICAI JAMB TO MULLION DETAiL
anlu LioN) 3�4"{MIN. �� • �� (FIXOF OTHDERWWINOOW TYPES AREMBS 2U
, _ �CiIP SCREW PER "ANCHOR Su85�rtnTE SECURED TO THE MULLION THE SAME.) a
------ - ---- - - REOUIREMENTS TABLE'
„ � PER 'ANCHOR � � wmo
----- -- ------- -- CONNECTION E' z �- w-o
REOUIREMENTS o a ��-+o
-M;n. v0. tC x t/2' G^aDE 5 SE�� (APPLICABLE TO ALL SUBSTRATES) Tnet-E' � a v~i�i
� TAP/DRILL SCREWS (3 PER CLIP) Z � ZQ--
MULLION TO MULLION CONNECTION "D" � � ¢ °
� �3�
5.250 � g ow�
0.719 w a
5.250 w a
m
, �1.000 --�--�-0.719 �-� '�' $ � _
5.250 ~
� SEE CONNECTION � I I 0.719 � o �
SEE CONNECTION
. I 0.437 � 2.375 "A7" & 'A2" FOR �N� � "Bt" & "B2" FOR --t-t- z �
THRU HOLE THRU HOIE � � �
II I � I I I LOCATIONS & � 2.375 LOCATIONS & � m
0.125 3.375 � REQUIREMENTS REOUIREMENTS ?�6N5 z.375 � o
rn
--��--0.125 � � � �m m
0.437 � -��---O.125 -------- N �U F^
2.125 T- � � 3 �"_��
0.125 � o z ����
Qi MULLION �_ Z-�ZS a
0.725 2.000 2.125 Z wa�"':
(6063-T6 ALUMINUMI �_ 1/2" MIN. � 3 w�j���
02 MULLION CLIP USED WITH -�- --_----- } ,,jz���
a�o�..
CONNECTION TYPES "A1" & "A2" 30 MULLION CLIP USED WITH 1.500 MIN. � � � �'125 Z �N am�
�� mU�o�$o
0.719-{--�- �6063-T6 A�UMINUMI CONNECTION TYPES ��8�� BC ��82�� �- � Z m�
00
} SEE CONNECTION (6063-T6 ALUMINUM) � 'N '�"'��
� 'D" FOR THRU �---5.000-� SEE CONNECTION "C' FOR THRU I o �4 3� 6 I
?375 HOLE �.AiICP.S 3 I H O�E L^C:A T!C":5 & ,.�O U t R E�'�E�:5
� REQUIREMENTS i - SEE CONNECTION �..y �.g7g � Qa MULLION CLIP USED WITHcCONNECTION R
'E� FOR TFiRU '` "' c
2.s�s �_ TYPE •,C•� o� o w^
HOLE LOCATIONS & v=_ 0.357 -
-�--0.125 � REQUIREMENTS 0.059--�- r- I6063-T6 ALUMINUMI , , � \ Ue
-� O MULLION COVER � ' ' ' LL �� �W
7 w
2.125 �- (RIGID PVC) , � � }a
�_ 2.000 0.125 - ' ,
I •� �i � �
5�MtiLL30\ Cl3P UScn u'ITH � . _ ��. -_ o�w��NO. flEV. V
""� '" � . 1865 A
• CONNECTION TYPE "D" QQ MULLION CLIP USED WITH CONNECTION TYPE "E" �'`:4;�°`•-•-• •�';;,'`�
(6063-T6 AIUMINUM) (MIN. 6D63-T6 AIUMINUM) •!, SMEEr r+o.
;r.• Q oi rj
LOAO TABIE 7.0 LOnD TABLE 2A I.OAD TABLE 3.0 ��" °a"�a"
s
NPk1MUu WIXIMUAI Al10WN8LE PRESSURE MA1fINUU 4AXIMUN ALLONA81.(PRESSURE eM%IMUu 4AXIlNu lyLOW/$lE Pf7E55URE uA%IUUu uA%IMU1A PILOWABLE PR�SSUR: Mo��'y On1ti�t 3 ,
Atl CONNECIt4N5 �N � Wrx CONN�T(�N$ �f} MULLtOM1' lOAA (+f-P5f) 4UCUON _(,pAC} (+f-p5F)
"_'--' 4ENGiH tWDSH IENGTti YnD7tt "-..-
u�t�v �w� (+l_PSFI auuwr+ ioao +-
�QaCi11 y11(}j}t lENG7H w1f17N � �WITFt C6NNECf�ONS W1TH CONNEC➢6NS �4M1TN LONNECi10�+5 w�TH CONNECTION$ WtiX CONNECT�ONS
QN.) (INJ ( 7 �N�) A7,Bi.C.0 OR E a2 OR 82 �M'� ��N'� A�.81.C.0 OR E /+2 OR 82 �W'� ��N'� n1.B1.G 0 OR E n2 OR 82
f<a i8 2<.6 S6 21.3 2�.3 1a� 2a id.5 t8.5 2 0..+`1�- J7.5
�32 2a 2�.0 �2� 30 25.5 25.5 �8 2a.6 2a,b 66 55.3 a0.7 q
t8 32A 24 51.9 31.9 3Q 14.2 792 �0 6�.8 Sa.$ �
S6 21.3 18 42.5 a2.5 132 24 24A 24.0 6� S4 67.6 94.$
}0 25.5 Sa 19.5 t9.S t8 32.0 J2A a� 70.0 S6.q
�20 �a J1.9 42 70.0 64.0 a
48 21.9 71.9��.� 36 2L3 213 _
t8 <25 a2 2i0 25.0 120 3Q 25.5 25.5 JS 70A 74.0 n
54 i4.5 tp8 3fi 292 242���� 24 3t.9 3L9 60 61.b a9.$ �
4B 21.9 3q 35.0 35.0 18 a2.5 12.5 S� 54 70.6 55.3
42 25.0 24 4J.8 9S.B 54 18.5 19.5 48 �0.0 62.2 q
108 J6 I9.2 18 58.4 59.4 48 21.9 21.9 42 70.0 7p.0
3p }5,0 72 20.8 20.8 42 25.0 ZSA SO 70.4 55.6
�,� 2y a3.8 66 22.7 22.7 �08 36 29.2 292 48 S4 70.8 b2.2 �
78 58.4 50 24.9 2<•9 30 35.0 35.0 48 '70.0 70.0 0
72 2U,8 S4 2�.7 ,,,.,. 27.7 24 47.8 43.8 42 60 70.0 64.0 z
b6 22J 9fi 48 A.2 3t.2������ t9 58.a 56.a Sa 70.D 70.0
fip za,9 a2 }5.6 35.8 72 20.8 2D.8 36 fi6 �0.8 74.Q
N
5a 2A7 36 1 d1.5 47S 66 ..,22J 22.7 V�
48 31.2 ,SO 49.9 49.9 60 24.9 2<.9
96 42 ]5.6 24 62.] 62.J 54 2T.7 27.7 � 2
3s 4i.s 2i iao ro.o 9fi as 3�.z 3�.� tNSTRUCTi0N5 FOft TABLE USE: � � W°io
30 49.9 �2� 2S2 252 42 3Sb 35.6 1 D�ERMINF THE A!+JL!!QN �.�NGTH E: LCA�N��^.TY. O ��"O
7a 61.J 5. ..,,
27.5 _, 2.'.S �o °�•' °j'S USING THE APPLICABLE ELEVAiION ON SHEETS 1 & 2. z O u�u`�'l�
21 70.0 60 303 J0.3 'JO 48.9 a9.9 "' d �
72 ZS,Z sa 3a.s 33.5 2a sx.� sz3 2- DETERMWE REQWRED WIND PRESSURE FOR 7NE 2 � �¢�
66 2?.5 80 48 3t.8 37.8 21 ?0.� 70.0 4PENING. Q � � ta
ao }03 az a3.z sa.z 7x zs.z za.s 3. DETERMINE THE CONNECTION TYPE TO BE USED.
sa 3a.s ae 50.� so.< 65 a�s v.z 4. FIND TFiE APPLICnBLE PRESSURE fOR THE � g Nw<
90 � 3�,g ao 60.5 so.s co ao� zv.s CONNECTION iYPE BEING USED. � w '.-'�''a.`O
t2 <S2 25 �0.0 70.Q 54 33.6 � 33.2 w a
' 3fi 50.4 12 3t.0 37.0 90 a8 37.8 -���.. 37.3���� TAB(.E NQTES. = z
3o eos e6 sa.e 33.8 az aaz az.i 7. FOR ALL CONNECTION TYPES, SEE SHEETS 3 & 4 F' �
25 70.0 50 371 37.2 36 50.9 a9.8 FOR DETAIL -�^"�'- i
�z ]LO ei 5a ei3 at.l 30 6os s9•7 2. IN ORpER TO SIMPLFfY TABLfS, TABLE PRESSURES 2 0
� y 3 g a& a s 5 a b.s 2 5 7 o x a 7 Q.o A R E U M I T E 6 T O ?4 P S F U S E O F S H E S E M t 1 I�l O N S � �
� 6p 37,7 a2 s3z s3.z ?2 S�.a 2s.? FOR PRESSURES HIGHER THAN 70 PSF SHALL 8E � 'o
� ee $4 61� .1s„ 52.0 � s2.o 66 33.e 29•� REVIEWED UNDER 5EPARATE APPROVAL, 4 '
♦8 a6.5 ]I 10.0 74.0 60 J7.2 S2.p
az 552 72 38.7 �s.7 5t at.3 J5.b 3.THE5E LOAD 7ABLE5 ARE CERTIFIEA AS CORREC7 IN � Z� m
ss s2o 66 az,z s?.? as aa ass w.o CONTEN7 HO'NEVER, CHOOS�NG 4F 7HE CORREC7
Dt 70.0 50 �;,as5 " s6s a2 s3.z as.7 tdULUON & CONNECT70N FROM iHESE TABLES f6R ITS t�i� W a -
�y Sg,7 �g sa si.s si,e 3e s2.o 53a SPECIFIC USE IS THE RESPONSIBILITV' OF THOSE USING z��R.
fi6 az.z ca se.i se.i so �o.a ca.o THE TABLES ANO SHOULD BE VERIFlEp BY THE Q o ��n
sa ns.s a2 se.a ss.a 2a ro.o �.o BU[tDiNG O�FICIaL OR A Fi.ORtDA CERTIFlED ENGINEEft. o wa�-�
78 54 St.6 39 78.0 70.tl 72 38.7 28.1 � �a-�W�
48 58.1 72 C92 44.9 66 M122 37.3
q2 66.4 6& 53.7 48.5 50 46S X.S � 4 Z xu�
}9 70.0 72 GO �59.� 53.] 54 51.6 38.3
r a�� ..
72 +4.2 54 65.6 54.3 7$ a8 58.i a3.t -+} H��^�o
b6 53.� 48 70A 66.T 42 66.4 t92 �y y�m a
72 60 59.1 45 70.0 70,0 36 70.D 57.4 z u�j ��
5< 65.8 '72 63.9 48.5 30 �0.0 60.9 NI~3 V
a g 7 0,0 I 6 4 69.7 52.9 29 J0.0 70.0 � JQ3`� I
fi6 fifi 70.0 S6 60 7q.0 582 72 °2�Z �2-� .
SS 70.0 6a.6 6B <6.1 339 �
4B 70.0 70.0 60 SC1.7 1).3 , �� ;7'; �
�2 70.0 53.3 72 Sa 56.] 4i.S _ '' ' , z`\ u-�
� 86 T0.0 58.2 48 633 96.7 ' , o tip
60 76A fi4.0 d2 �OA 53.3 � � in
5a 70.0 70.0 36 7p.0 62.2 ' •
72 '10.0 59.'J 32 7tl.0 70.0 " ` � m\ NZ
Sa 66 70.� 6a.5 72 <6.i 3�.9 � �` 3a
... :x .
&0' _' ..... ..�. ... �
��?0.4 ' 10.0 fi6 502 37.0 � .,:" �
te 72 70.0 66.7 60 _553 40.] i'+k��^.� � _;� � $
aR I J�n 7^_.0 Si `ai.4 ������ 653 ''�'.i. ,
a5 72 70.a 70A 6� 48 69.t 50.9 .�. -' �`�',l
42 ?OA 58.2 '3'+±: �'"�; .. oRawrvc N0. ftEl/.
S8 70.6 679 ` ' �$S�J A
� S9 ' 70.D 70A 5��.
5 0� 5
��
rageior�
.
�' FL i+ Y. - PL16811-R1 i �
Apnlication Type Affirmation ; I
Code Version 2014
Application Status Approved
Comments
Archived f_; �
Product Manufacturer Pella Corporation .
Address/Phone/Email 102 Main St.
Pel1a,lA 50219
(641)621-6096
pellaproductapproval�pel la.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval�pel la,com
Technical Representative
Address/PhonelEmail
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Ceirtification Mark or Listin�
Certification Ageney Window and Door Manufacturers Association
Validated By Terrence E.Lunn,PE
(:_; Validation Checklist-Hardcopy Received
Refereiiced Standard and Year(ofStandard) Stand:�rc1 yea�•
' AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Gquivalence of Product Standai•ds ,
Certitied E3y
�
�
� �
�1 I affirm that there are no chang���fh �e�� rida Building Code which afitect m��
product(s)and my product(s)are in���pl�����the new Florida Building Code.
������� \
Documentation fi•om approved Evaluation or Validation Entity �)yes ;.�No :.%N/A �/
����� ��
.�qll �`�.\�
Product Approval Method Method 1 Option� �G�O \�
�j°d��rl �s �-f
Date Submitted O1/30/2015 T���,�q�G' �'� �
Date Validated 01/30/2015 Z�j0�i �d �CO
Date Pending FBC Approval ��'��1���.�'lo�l.�� '
Date Approved 02/O1/2015 j�t�O j���I�j����l
Summary of Products ��I�i �d fld �
`���'q��'G
ps://floridabuilding.org/pr/pr_app_dtl.lspx?paratn=wGEVXQwtDqtmmTSTNdVPsXm2MLFozrg8wx%2ftB0�R a80WALWByeQ%3cl%3d i l/�1/2015
Y1�i L Ol .'.
FL# Model,R'umber ar Name • llescription ^' �
1681 1,I �� 250 Sacies Fixed Window l08"x 60" vinyl npn-impact single window
Limits af Use Certification�gency Certificate
�PI��'oved for use in HVHZ:No FL16811 R1 C CAC CCL 411,,-,H-1460.08 .09,pdf
A{>�x�oved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Imiyact Resistanf:No '04/10/202i
Design Pressure:+30/-30 lnstallation Instructions
Other: Configurations of glass shall confarm to the current ASTM E1300 FL168I 1 RI II I8&b.�f
standard and shall be safety glazed when required by FBC section 2406. `Verified By; Warren W. Sehaefer P.E.44135
Cre�tted by Independent Third Pai�ty:Yes
Evatuatian Reparts
Created by Indepandent Third Party:
1681 1,2 250 Series Fixed Window 72"x 72"vinyl non-impaek single window
Limits of tlse (:ertification�l.gency Ccrtificate
Appraved for use in NVHZ: iVo PL16811 L21 C CAC CCL 411-H-1460.02 .03,adf
Appraved for use outside HVHZ: Yes �uality Assurance Contraet Expiration Date
Fmpact Resistznt:No {}4l1012021
Design Pressure:+30/-30 Installation Instructions
Othei�: Configurations of glass shall conform tU the cui•reni ASTM E1340 1�L16811 RI II 186b.pdf
standard and shalt be safety glazed when i�equired by FBC section 2406. Verified By; Warcen W.Schaefer P.E.44135
Cceated by Independent Third Party:Yes
Evaluation Re�}orts
Created by Ind�.pendent Third Pai�ty:
i 6$1 1,3 250 Series Fixed t�Jindow 60"x 60"vinyl non-impact single window
Limits of Use Certi�catinn Agency Ce��tiFicate
A���ff•oved for use in HVHZ:No FLIG811 RI�C CAC CCL.41 I-H-I460.00 .01_pdf '
Approved for use outside HVHZ: Yes �uality Assurance Contract Expiration Date
Icnpact Resistant:No 04110I2021
Design Pressure:+50/-50 Iustallation Instructions
Otl�er: Contigurations ofglass shal!conform to the currentASTM E1300 FL16811 R1 II 1$66.pdf
standard and shall be safety glazed when t•equired by FBC section 2406. Verifted By; Warren W, Schaefer P.E.44135
Created by Independent Third Party:Yes
EvaIuatian Reports
Created by Independent Third Party:
' 168]l.� �250 Series Fixed Windaw 46"x 72"'vinyl non-itnpact multiple windaw system
�,imits of Use Certitication Agency Certificate
Appr•avedforuseinHVHZ:No FL]682t RI C CAC CGL41.,1_H-246d,t2 ,I3.,�df
Approved for use outside HVHZ: Yes Quality Assurance Contrxct Expiration Date
ImE}acC Resistant:3�10 Q4/1412Q21
Aesign Pressure:+30J-30 Instflllation Ins�tructions
Other; Configurations ofglass shall confoi•tn to the current ASTM E1300 FL16811 R1 I1 1866.odf
standai•ci and shall be safety glazed when requit�ed by FBC section 24Q6. Verifed By: Warren W.Schaefer P.E.44335
Ci•eated by Independent Thied Pa��ty:Yes
�valuation Re�>a�•ts
Ci•eated by Independent Third Pai�ty:
�s://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmnlTSTNdUPsXm2MI.,Fozrg8rvx%2ftBOJ3gR3a80WALWByeQ%3d`%3d !U�Gl201�
Tn�sc ow,wwcs uxe ncwuetE or+�v m nae aRooucr ou..n.er: a�c�em e.:
1. ALL FASTENERS SNAI.I.BE IN ACCOR64NCE WRH 7HESE DRpWiNGS. SPEpFlm ANCHOR E1tBED TO&SE UATEftl4l 5PEC61ED.THEY 1MY xoT BE u5m FOR 7NE ISSEueIY w.vs
M!0/Ofl INSWyA710N D�ANY OIMER PROO�ACT NOR usY p � ��
sw�u eE eE�'orJD wnu.FlN6r+oR sNceo. n+�r ee us�-o t'Osi naimuai.nvotoa cocN.nvPxwa. -;-+e `"'avwr,.
,..._......w,...,.w:SS:`.�w::w�e£Prtvrucie wN'skr'w sc iNi�FILEU 56 TkAN`3EfR YYtNO L014S TO P ua4 YftpOVGS.N4T-PSOBtICF>S!-PSE VM'UfA.."I31flFR
THE StFtUCSURE u�w�n s,oru-.n.r ,..... �a7E9 OH TitESE OW�WiNGS.
'}, 7j{���.IpN-11dPACT RATED WINDOW SfSiEN INSTALIATONS ARE IN ACCdRDANCE WRH ANO MEET 7HE REOUIREfdEM$OF
THE FLORIDA BUILDINC CODE(FBC). "
i, PLL ANCHORS SECURINC WINDOW FRAUE TO PRESSURE TREATEO BUCKS OR WOOD FRAMING SNALI BE fAPABIE OF
RES7rnxC CORaosroN cnuseD sr r�E PR6svRE taEnnNG ct�Mi�s!n ni�W000. fOR MAX. FRAME IOMG DIMENSIQN, SEE SINGLE WINDOW �
a ua�aws.�xcumiNc eur wos ca��o zo sr�¢sce�ws,ttwr caue�kro co�ncr w�rt;arHea o�ss+�a� StZEjPRESSUftE TASIE ON THIS SHEE7
MAiERtA[5 SHlSL MFET THE ftEqU7ftEMEN55 Of flORiOA BllttDit,iG CODE GHAPiER 20.
6. TO 7HE BEST OF OUR KNOWLEDGE,iHE wINDpWS SHOWN HEREIN ARE CFAT�FlED&QUNIIY A4SURE0 BY A FI.ORIDA A1 x
STATE APpROVEO CERTIFlCATION/OA FMI7Y&SIULI.BE IABELED IN ACCORLtANCE WfiFl THE FBC MID THE 9N-3 FLORIOA 4
BUILDWG CANNISSION SPECIFlGITtON5. WINDOW ASSEMBLV IS NOT PPRT OF 1H6 DRnWING AND SINLA.9E M ACCqROaNCE n
rititi TriE i1nNtlFACNRER'S�UaUtt ASSllR NCE SPEC1FiCAT10NS&tESfiNG REPORiS.
U
7. CERTIFlCAl10N OF TrtESE WiNWW tNSiAttATN�NS SHail 8E CANS(flEREO Wt0 tf FNY'OF TNE FOU.OMm�G PPPLY;�)
Y!tt
'fHEY ME INSiALLID WRHOUf A BUIWING PERitIT t'ROu THE APPl1GBLE LOCAI BUIIDING�FPMTMENT. 2)6 7HEY ARE // x
INSiALLEb BY MfYONE OTHEIi TliAN A LICENSEO CQNiRACTOR E7(PEPoFNCE�WI7H YANpOW MSTnLUTONS. 3)IF CHM1NGES // `-'
}+AVE OCCURRm TO THE PR�DUGTS C£H[1F1CA7�ON ENfIlYS C£RTIftGTE THAT CAUSE TNESE�NS�NU71QN5 70 8E � f �,
t7KORRECT OR WCONSISTEWt w(M WfiAT K45 SEBV SESTED. �
8, THE tfJS1 06TGN PRESSURE SPECIFlED FtfttER IN THIS p1tnWING OR IN hiE PR�DllCTS CER71flCATmN SfW.I.CANtROC
FOR THE INSfALLm YIINDOW. 2� z
9.TH6E ORAWINGS CER7IFY THE WINOOW INSTAlfA110N ONLY. WATER PROOFlNG OF 7HE INSfAUFI)WINDOwS IS NOT PART g�MAM , SINILFR
OF TH6 INSTALLATION CERT1FlfAilON. THAT R6PONSIBIUIY SNAIL BE hlAi OF 7HE MANUFACNRER k/�R INSTAI.I,ER. �vNj� A1 Ai
��_ � v 4 � �
O\N O
NSYAW710N EVAI.IIATON IS BASED IXJ APPIJGBI£ANCMOR SfANDARDS ANOIOR MFORW.TON&R6ULT5 �N� O
fR011 PPNJGBLE TrST REPORIS T11E f10R4n Bl1ILDtlVG CODE VFRSION CONSIDEIiW W(RI THE (C-- Z 2
EVAWA710N WA5 TlNT IN fOkCE AT 1HE 77uE Of iNE flWtWT%1K W TNE E�'EN!Of CODE VEfSAN O�r 3 �,�,�m O
REiEREn49�PRODUCf.'PRIOR YO�ATMC CAOE C6YPWNCE WIM 7nNrE SfA1E.7NE NMNF�A4RURER SWW. �O Z ~' ��N O
CONFIRY SNRI 1HE INSfaIlATION EVALUAM/N FNpNEER OG REYARO 7NA1 THE INSfALUTpNS SPEL3IED w o� FlN FASTENER W(THIN 2' OF CORNERS & 4 1/2' ¢ �v'_i�j
x�cE-ix ute cuwiF.xr wrtx n+E'ni[r+cuaaEui�snNc.cooe nw rrauc�e�s�u+oi.aas. �3 m �q7� O.C. WHEN JOB REQUIRED DESIGN PRESSURE � � �z s��
w r !S 4VER -i-j-30 PSF; 9' tiAX. O.C. WNEN JOB � v� �
- Q Z RE4UIRED DESiGN PRESSURE 1S +/-30 PSf OR p N W<
• FRAME ANCHOR REQUIREMENTS TABLE �N LESS. SEE "FRAME ANCHOR REQUIREMENTS 7ABLE" z ���-'°
� ON 7HIS SHEET FOR REQUIREMENTS, opp� �
OPENING TYF'E FRAMEfCUPjNA1t.FtN 74 M3NIMUM M1NlI�UM � ` +y
' (SU$S7RATE) OPENING FA57Eh7ER TfPE EM6ED EDGE D(ST 4j �j/ ' � W �
. ��% ���ME �e�tws �� �
�si�. zxa waaa �w�,,E aft sucK - • - - • • � �
(MiN. GR. 3 & G=Q.55) N0. 10 SMS OR WOOD SCREW i i/4` 3/4" i � `inT�nni. �
EY.TER,QR tiLR,,,„ �
Mih7. i6 G�l. 35 KSI MtiAL S7U0 N0. 10 GR. 5 SELF TAP/DR�LL SCREW FULL 1/2' o
SINGLE WINDOW , W �
MiN. t j$" 7HK A36 STEEL N0. 10 GR. 5 SEEF TAPJDRit1 SCREW FULI t j2" SCALE: 3j4'= 7'-D" � ?� m
MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SECF TAP/DRILL SCREW fULL r/2' (NAIL FW MOUNT CONDITION) -� w
MIN. C-90 CMU OR 2500 PSI CONCRETE C2) 1/4' CONCREfE SCREW 1 1/4� z" ti�',.
z z,,r�
(jl EivSTH�iATION G�iP SGtZEWS ALLQWABLE SING�E WINDQW ' za��;
:n � -�.�.
MIN. 2X4 WOOD FRAME OR BUCK SIZE�PRESSURE TABLE '`-' �`i=�;
N0. 10 SMS SCREW 1 1/4' i/2" � w
(MIN. GR. 3 & G=0.55) MAXIMUM MAXIMUM ALLOWABLE . N Wz���
MIN. 18 GA 33 KSI METAL STUD N0, iR GR. 5 SELF 7AP/ORlLL SCREW FtJi.l tj2" �RAME �RAME PRESS21ftE ��"�=w
M1N. t/8" THK A36 STEEL N0. TO GR. 5 SELF TAP/DRILL SCREW FULL 7/2" L4NG SHOR7 (+j- pSrr} _N "r��2^sa I
pIMEN510N DIMENSION
MIN. 7/8'THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FUl1 1/2" (IN.) (IN.) - „�� a
250D PSI C6NCREic t2) �j4' CONCftEfE SCREW t i j4" x' g��
t37 NAILii�1G F1N FASTEh1ERS �7�2 72 3o ytv4��•a•`•�i1 �
MIN. 2X4 WOOD FRAFAE OR BUCK 60 60 50 • �� �d���f��i� a
N0. $ SMS SCREW 1 3/8' 1 f2" �!.ti ...«. .,,�!� � v,
�MIN. GR. 3 & G=0.55 t. L4N� D!?�d_.S ON .A. 9t ' t` ^!�
} CtJ I u v c ,� `r . ., (� � � Q LL'?
Miid. 2X4 PJvOD FRFivt OR HiiCK �1 �A. ROOFING NAIL � 3�g^ 7�Z' I HORIZONTAL OR VERTICAI ( „����Cj � ��y''a^.;f'�� � � � �o
(MIN. GR. 3 & G=0.55) ^�:z ,�, � � �
a:c*� o
MlN. t f8" TNK A36 $TEEL N0. 8 GR. 5 SELf TAP/DRILL SCREW fULL t/2" 'V b'� ¢ �t Z— w �m =
�?-r:i p �{�4= c� w'.zW
MIN. 7J8'7NK sas3-T5 AtUM. NO. 8 GR. 5 SELF TAP/DRIL� SCREW FtiLL 1�2� ALTERriAlE ANGHOR/�IHSTRATE EVALUAl70N NO7F- 'v:? � :c�, u- �-
ALL ALTERNATE ANCHORS IN THFJR SPECIFlED ' � �.
(2)ONCREIE SCRENIS SHAFICBE El.CO ULTRACONS (C.S.},�E o0 CREFE-�EX {SES), ITW w[tti6�R t,PPUGnBLE�nnRa{sj�o�ouNa 66bM,��F�d�.�`� pFRWtNG Np. REv.
RAi.�SECjREt? HEAO 7APCdNS jC.S. OR SS.} OR Ht�i7 KW1K-CON It (C.S 9R S.S.}. ' T4 8E EAUNACENI 70 OR StRONGER TF4tN THE ' " '" iHSG
(3)WHEN SCREI^!S ARE USED WITFi THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HA4E IwCHOR(S) USED IN TFSTING wITH THIS PRODUCT. sneer No.
A FIAT WASHER AT THE SCREW HEAD. � oF 4
'��
FOR MAX. FRAME SHORT DIMENSION, SEE
- SINGLE WINDOW SIZE/PRESSURE
TABLE ON SHEEf 1 :
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N��$ ��7� 250 SERIES VINYL FIXED DIRECT GLAZED NON-IMPACT WINDOW ��p�
�('�. �� CONSULTAN�S VANUFACTURER p1 F;�
rn� � W. W. SCI-IAEFER ENGINEERING PELL4 CORPORATION
0 o FEB 0 YOIQ & CONSULTING, P.A. (CA 6809) �,�jOn 102 MAIN STREET P g
-P 7490 150TM COURi NOflTN /�"" '�{�
� WARREN Y/g SCHAEFER P.E. P�BFACH GFDENS,R 33418 ' PELLA, IA 50219 � N
P.0 N0.4413$ PHONE 581-764-]424 64�-6Z�—�QQQ �
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96' MNC FRAME LONG DlMEN510N
96" MAX FRAME LONG DIMENSION 3"3"3'3'
4' MAX. �12' MAX. O.C.--------�-����12' MAX. O.C.� 4" MfJ(. �
2� A1
¢ � 6
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• / /! // // �
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� FRNME SCREWS WHERE
SHOWN AT SIDE5 AND HEA�_
g�i� • smm�rz � SEE "FRAME ANCHOR
z C�USTER FIN FA5IENERS AT z
o A1 MEETING RAIL END5 SUCH A� C? ftEGUiR�MENiS Tiu3L� Ori p
z 4 � I THAT THERE ARE A TOTAL OF 4 � z I SHEEf 1 FOR �
W "' REQUlREMENTS. Z x
g 5 PQSfTIQNED AS SNOWN. g � a�a,o
� FIN FASTENER Wf(H1N 2" I SEE �FRAME AFICHOR � 3 "'^�
~ OF CORNER5 & 9" MAX I REQUIREMENTS TABLE" ON � s�� 51M,� O C o�o 0
� yHEET � FOe e��Ui�EtiEUT5. �' I a �
O.C. SEE 'fRAME s A2 �+2 � I � � �z a�I
� A N C H R R R E Q U I R E h 9 E t J T S � � W 4 � 4 v a { Z � �5�
� TASIE' ON SHEEf 7 �'OR � o �c�;,,c
� R E Q U I R EM E N T S. I W I � o a�a`�
� w
' � INSTALLATION CLIPS � w
� n WHERE SHOWN AT SILL r � �
� SEE "FRAME ANCNOR
REQUiREMEFSTS TABtE"ON � �
, � pPP�� I ' SHEET 7 FOR � " �
// A1 // REQUIREMENTS. � � // � �Q
j� ¢ f �� '� z� m
4" MAX. �
. . . . . . . i � �--�� � � � Z 2,,U,��W—
EXTERIOR ECEVA3'ION: > � -�Ja
4` MAX. S2" MAX. O.C. 12"MA7L 4.C. 4"AAA)C. � �'Y�N;
MUL11PLE WINQOWS IN ONE FRAME 4 4 4 � wa��e
sca�E: 3/a' = i'-o" EXTERIOR ELEVATiON� � �z=��
(NAI� FIN MOUNT CQNDITION} Al.LC}WA83.E DESIGN f'RESSURE �ll�-��P�E WIND4WS IN ONE FRAME o z�"�_
� y���ma
(MULiIPLE WINDOWS IN ONE FRAME) SCALE: 3/4" = t'-0" -N �Nz<
+/-30 PSF (FRAME SCREW AND CLIP MOUNT CONDITION) _ „���a
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1.MMUWQN MAY1 SIE Oft�ZONiAI OR VERIICAL PROVi6iNG Ut�fT SfZES ARE RESTRICTED AS SHOVtN IN TiiiS �����'*��3y/ 'r��-=
.� �
E'�s'VATiOy. ;.�"�'.' t7 c "'
N
2. IF VERTICALIY STACKED, THE MANUFACTURER &/OR IN5TALlER SHALL INSURE 7HAT TNE DEAD LOAD L'���`' � o pi � b' �o
WEIGHT OF THE A80VE WINDOWS CAN NOT CAUSE UN00 FAILURE TO THE BELOW WINDOWS. -�;� �.� � �� e . Z
3. THERE IS NO ltMiT ON TNE NUGdBER QF WINOOWS TNAT MAY BE COMSINEQ IN ONE D(REGTlQN lNTO ONE ?-�,qcs `r E o: �`3a
flPENING PROVIOlNG FHE QPENSNG IS OESIGNED TO SUPPORT AlL LOADS TRANSFEftRED FROM THE WINDOWS & �,;> C' N i: u w
THEIR MULIJONS. "� Z t•� �: 3
��b�/��-z��'��s� wut No.
• -- 1866
SNEET NO.
3 aF 4
,�
wuwr�er. crm�m er�
F�N FnSTENER PER FRAIAE SCREW PER—� ,"" —.`�s
ci c��nnn� EI.EVATt6N s_z `"oiro•r,•
SUBSFRATE BY St7BSTRATE-BY SUBSiRtiTE BY
SE�taNT SY-OTHERS OT}iERS PER fRAME SCREW OTHERS PER SERtANT 8Y OTHERS OTHERS PER k
BEHIND NNL FIN 'FRAME qNCHOR PER ELEVATION 'FRAME ANCHOR �EHIND FRAME FLANGE "FR4ME nNCHOR �
- - . , REQUIREMEMS ' •�• ,,; � REQUIREMENTS . ,,, . REQUlREMEN7S
� TA6�E" TAS�E" " , TASLE'
� "�i - '
1/4� MAX. • 1/4" MAX. SHIM 1/4" MAX. SHIM '
SPACE � AT fACIi ANCtiOR� ,.O AT EACH APICNOR� �
0
SEALAN7 BY ' •. C� p -p � SEAIANT 6Y f.�l �❑ � O ❑ � a
OTHERS a OTHERS SEAIANT BY
') � QTIiERS �
� � o 0 2 1 �
N EXTERIOR '" � z
� SEAL SPACE WITH w n SE4L SPACE WITH w D(TERIOR � SEAL SPACE WITH w
� L4W EXPANSIQN n �-�•� LOW EXPANSION o lOW EXPANSiQN �
� fOAM AROUND 4 FOAM AROUND ¢ F4AM AROUN4 3
EX7ERIOR PERIMEfER OF � FRAME FlLLER PERIMEfER OF � FRnME FlLLER PERIMETER OF �' o
WINDOW FRAME LL WINOOW FRAME � WINOOW FRAME � z Z
SfCT10N Ri � SECTION � � ALTERNATE SEC7]ON � � � ��o g
SCALE: 3/4 FULL 4 SCALE. 3/4 FULL 4 SCA!F: ?/2 FU�! a a ��"' i
I' {NAIL F!N MOUNT} (F R A M E S C R E W M O U N T C O N D I T l 4 N) (F R A M E S C R E W M O U�l T C Q N Q l T i O N W i T H F L A N G E} � � ��g�I
' 0.604--� 0.604--� 0.375 �^- Z ����
' . � CONTINUOUS W000 MEMBER IESS '�-- � q f-
� IN THlCKNESS TNAN A 2� SUCK 6.860 � � o.soo w
i SO 8E MIN. 3 7 j2" DEEP (NOT S�gs�p-� gy _�_� �� -{�-
�, REQUIRE� WHEN SHIM SPACE �S OTHERS PER � �
� SEAI SPACE WfTH = 0.059� � � -
FXTERIOR. _ � ti:ITHIti Ai1.OHA^oLc viHiEtiSIONS FRAME ANCHOR �•�5
COW EXPANSION � � FRAME FlANGE �-
I� w SHOWN lN SECTIONS). REQUIREMENTS � 3.00D �
i FQAM AROUND = - • .i TA6lE. {RtGld PtIC} Q � � �?
I SH(NI AS REQ'D TO a PERIMEtEft OF � •''.-: - � T � o �
� SUPPORT & ALIGN WINpOW FRAME Q ',' ;'S - •'� }
W I N D p W 3 W ' • .. ' O.Q S 9 J � 0.5QQ � rn
i iNS7ALLA714N SFAlANT BYY:` .:;� Q O FRf1ME FIANGE ux—, z m
I CLIP OTHERS (RIGID PVC) � W� m
SEl�IANT BY � z z�'
OTHERS 0 � `1' �� O6 > cav���
IXTERIOR (� --�1.020 4�0. D 2 4���
�� T_ W i°a:oW�
- �SHIM^SPACE � FRAME SCREW PER f�� � 0.293� � w w�" �
TH4CK X 3� 4 ELEVATION & "FRAME �-225 � w�o��
FRAlAE F7lCER ANCHQR REQUIREMENTS LENGTH = 3AQQ� �3 1NSTAltA710N CLIP o ����o
..i ��.-: .': . . LQNG SHIM (RIG(D PVC} �,n ��
.' :• "' � • .:'�. .• : ' •` ': c.'; • AT fACH CLIP TABLE" �FRA4;{F KtIIER �N ��z+m:
SUB5TI2ATE BY OTHERS ' 1NSTALLATION CLIP SCREIV PER OPTIONAL DIRECT MOUNT DEfAIL, (RIGID PVC) ��u^nn
PER "FRAME ANCHQR "fRAME ANCNOR REQt11REMENTS (N07E THAT WHEN V
� REQUIREMEtdTS 7A8l.E' TABLE" {2 PER CtIP}. TO SLIBSTRATE WITI-1 SPAGER JOB REQUIREp �'�
(HFAD SECTION SHOWN; SIDES ARE INSTAI.LED iHE SAME) SE pVERP+�30 A *�y"„� •M�����i �
SEC110N �q31 (DIRECT MOUNT CONDITION IS N0T APPLICABLE AT SILL) / , �(�._e�.J�,a7 W
sCaLE: 3j4 Futl.�-� (FQR DECAlL NdT SFtQWN, SEE OTNER SECTI4NS} ��S���ft�MU�ST ,:� ,� ., �I/j��i _ � �
:TP:�'�.. . v
(i�3STA'ti.i+Tit3N C�iP MOUNI CONDiTiQN) �+� scR�vr) _�;,yw co Q o:� � �"<
=Ui:� d'� H 2;sy� � �^i
:ut �
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'Va�+�t••��"� � RRAt41NG NO. REY.
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