HomeMy WebLinkAbout15-15994 i'
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CI OF ZEPHYRHILLS
5335-8TH STREEf
- � (si3��so-oozo 994
B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15994 Address: 4801 AIRPORT RD #212
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 13-26-21-0130-00200-2120
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 2/09/2015 Name: WHEELIS FAMILY TRUST &VERNON O
Total Fees: 75.00 Address: 515 SANDPIPER LN
Amount Paid: 75.00 MARYSVILLE MI 48040-1097
Date Paid: 2/09/2015 Phone: 813-783-8001
Work Desc: REPLACE 5 WINDOWS SIZ /SIZE
CONTRACTOR S APPLICATION FEES
LO E S H ME ENTER I C BUILDI G FEE 75.00
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In ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATI N E ING
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: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the fol owing reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d)work not ready for
inspection when called e) permit not po ed on job site fl plans not at job site g) work not accessible.
NOTiCE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this properly 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 anagement, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans,Specifications Must Accom any Application.All work shall be pertormed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
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CONTRACT R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
PROTE T CARD FROM WEATHER
�
uilding Department
raTe,� "c�
Date Recelved 'Z�3��� Phone.Con ct f.or Permlttin g 1 3 �' - �l�6 5
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Owner's Name 2 �L � Owner Phone Numbe �L�- ���- �� i
Owner's Address �sa 1 ��r`�o�'ZY jL� �a rac�0'# ��- Owner Phone Numbe �
Fee Slmple Titleholder Name Owner Phone Numbe
Fee Simple TltleholderAddreas
, JOB ADDRESS �S�6 ��-P `t"�O L}C,vdv 2.J 2. Z2P�/LyI�r�l/5 FL� ��JZ LOT# �
SUBDIVISION � P 'RCEL ID# f�- -:�I- � !30 -� ��d °2�Z-�
(OBTAINED FROM PR PERTY TAX NOTIGE) '
WORK.PROPOSED NEW CONSTR A �D/ALT Q SIGN Q Q DEMOLISH '
e INSTALL 8 R PAIR
PROPOSED.UBE , Q. SFR Q C !NIM Q OTHER
TYPE OF CON3TRUCTION Q BLOCK Q F .ME � STEEL Q
DESCRIPTIONOFWORK �2eP��ce �'J�Wj :,� Ns�'S j� � epeNiAJ�s S S'�2�~`f/20G
r-c 0�372
BUILDIN(3 SIZE SQ FOOTA(iE HEIGHT
OBUILDING $ Z���'O� VALU TION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP ERVICE Q PROG ESS ENERGY Q W.R.E.C,
QPLUMBING $ `�� �/
QMECHANICAL $ VALU TION OF MECHANICAL.INSTALLATION
. L' 1 /
QGAS Q ROOFING Q S ECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS F OOD ZONE AREA QYES NO
G �,e a 12..Z'�
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� BUILDER OMPANY �Ow-eS i t�oM�, CeNT�2s 'nl�-
SIGNATURE REGISTERED � Y/ N FE CURRE� Y/N
Address � �p K � � ��J ��A ��' 3�'��� Licens # ��oL ( .s� o �l / I
ELECTRICIAN � COMPANY
SIGNATURE REGISTERED Y/ N FE CURRE� Y/N
Address Licens #
PLUMBER � COMPANY
SIGNATURE ; REGISTERED Y/ N FE CURRE� Y/N
Address Llcens #
MECHANICAL � COMPANY
SIGNATURE REGISTERED Y/ N FE CUfZRE� Y/N ,.
Address Licens #.
OTHER COMPANY
31GNATURE REGISTERED Y/ N FE CURREA Y/N
Address Licens #
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bullding Pians;l(1)set of Energy Forms;R-O-W Perm(t for ew constructlon,
Minlmum ten(10)working days after submittal c�ate. Required onsite,Constructlon Plans, tormwater Plans w/Silt.Fence Installed,
Sanitary•Facilitfes&1 dumpster;Site Work Permit,for subdivislons/large projects
-�OP1,�IERCI�l.-- _Attach_(3)cc�mplete_sets af Building_'lans plus Lifa Safety Page;(1)set of Energy Forms.R-O-W Permit for new construcGon.
Mlnfmum ten(10)workiny days�af;�r s�abniital-�ate�'Req�ired onsite,Construcdon Plans, tormwater Plans w/Slit Fence installed,
Sanitary Facilities 81 dumpster.Site Work Perry�it�for all new proJects.All commercial requi ements inust meet comaiiance -- - -- —
SIGN PERMIT Attach(2)sets of Engineered Plans.
"'"PROPERTY SURVEY required for all NEW constructlon.
Directions:
Fill out application completely.
Ovmer&Contractor sfgn back of application,notarized
,. If over 52500,a Notice of Commencement is requlred. ( IC upgrades over 57500)
Agent(for the contractor)or Power of Attomey(for the owner)�nrould be someone wlth notarized letter fro owner authorizing same
OVER THE COUNTER PERMITTIN(i (Front of Applicatfon O ly.)
Reroofs if shingles Sewers Service Upgrades A/C ences(Plot/Survey/Footage)
Driveways-Not over Counter If on public roadways..needs R
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NOTICE 01=DEED RESTRiCTIONS: The undersigned understands#t►at this permlt msy be sub)ect to°deed"restrtctbns" ��
which:tnay be more res.#r'ictive than C unty cegulatlons. The underslgned.assur�res r,esponsEbility for cor�pliancerwlth any i
appiicable deed restrictlons.
UNLIGENS�Q GQNTRACTQRS AN Ct?NTRACTOR RESPONSIBI�:ITIES: If the awner has hired � contractor or
cantractors to underkake work, they y be requlred ta be licensed In accordance with state and local regu(ations. if fhe
contractor is not licensed as required�by law, both the owner and confractor may be cited for a misdemeanor violafiom
under state law. If the owner or inte ded cantractor are uncertain as�ta what iicensing requirements may apply for the
� intended work, they are,advised to co taot the Pasca County Building inspection Divlsias�--�lcensfng�ectfon at 727-847-
8009, Furthermore, i€�the owner ha hired a contractar or contractors, he Es advlsed to have ths contracto�(s) sign
i partlons of the "cantractor Black" c�f# ls appiicatton for which they wil! be responslble. !f you, as the awner sign as the
cantracEor, Ehat may be an indlcation hat he is not praperly Ilcensed and is nat entitled to permitting pr(vileges in Pasco �
Caunty. � '
TRANSPORTATION IMPACT/UTfLI ES IMPACT AND RE80URCE RECt}VERY.FEES: The undersigned understands
thaE Transportatian Impact Fees and ecaurse Recovery Fees may apply to fhe construction af new bulidings, change of
use in existing buildings; or expansio. of existing.buildings, as specified in Pasco County Ordlnance number 89=07 antl
90-07, as amended. The undersigne alsa understands, that such fees, as may be dus, will be Identified a# the time of
permitfing. It is further understood t at Transporkation Rrnpact Fees arid Resoutce Recavery �ees must be pald prior to I
rece(ving a °cerklflcate af occupancy° or fina! power release. If the project does not invoive a certificate of occupancy or
fina4 power release, the fees must b pafd prfor to permit.issuance. Furthermore, if Pasco Counfy WateNSewer Impact
fees are due,.#hey must be pald prior o permlt issuance in accordance wlth applicabie Pasao Caunty ordinanees.
CONSTRUCTION LiEN LAW(Chapt r 713, Fiorida Statutes� as amended}: if valuatlon o#wark is$2,50Q.00 or mare, i
certify that 1, the applicanf, have b en provided with a copy of the "FlorEda Constcuction l.fen Law—Hameowners
Protectian Guide" prepared by the FI �ida Department of Agriculture and Gonsumer Affairs. tf the applicant is someone
other khan the°owner", ! certPfy that ! ave obtalned a copy of#he above descrlbed document and promise in good faith to
deliver It to the Nowner"prior to camm ncement. � '
CON7RACTOR'SIOWNER'S AFFID VIT; I certify that all the informa�(on (n this applicatian is accurate and #hat ali work
will�be done (n compliance with al1 a plicable laws regulafing consfruction, zoning and land develapment. Applicat�an is
hereby made #o abtain a. permi# ta da work and instailation as tndlca#ed. 1 certify that no work or Installation has
cammenced prior to issuance of a ermit and that a!i work wili be perfarmed to meet standards of a!I laws regulating
constructlon, County and Clty cade , zoning regulations, and land development regulatians !n the jurisdiction. I also
certify that f understand #hat the reg lations of ottier government agencies may apply ta the intended work, and�thaf�it is
my responsibilfty to Identify what acti ns I must take to be in compl(ance. Such agencles (nclude buf are not iimited to:
- Department of Enviromm �tat Protection=Cypress Rayheads, Vi/etiand Areas and Environmentaliy Sensitive
Lands, WaterlWastewafe TreatmenE.
' - Sauthwast Florida Wa e� INanagement Ctistrict-Weils, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Carps af Englnee�s Seawalls, Docks, Naviga�le Waterways.
- � Qeparkment of Nealth Rehabilltative Services/Environmental Health Unit-Wells, Wastewater Trea#menf,
Septic Tanks.
- US Env(ronmental Prote tion Agency-Asbestos abatement. � .
; ` - Fede�ai Aviation Authori -Runways.
i understand that the fol#owing restric ions appiy to the use of filE;•
' - Use of fiil is not aliawed i Flood Zone°V"unless expressly permitted.
- !f the fl!! materia) is ta e used fn Flood Zone uA", it is understood that a drainage plan add�essing a
"compensating valume" ill be submltted at tlme of permiffing which is prepared by a professionai engineer
Iicensed by the State of lorida.
- ff fhe fill maferia) is #o e used in Fiood Zone "A" in connection with a permiitted bufiding usfng stem wall
canstruction, i certify tha fi11 wiil be used on4y to#1E!the area wlthin the stem wall.
- If fill materiaf is ta be sed in any area, ( certify that use af such flli will not adversely affect adjacent
proper#les. ff use of fill i found to adversely affect adJacent properties, the owner may be cited for violat(ng.
the candltions of the bu!ding permit issued under the attached permit appi(cation, for lots iess than one (1)
acre which are elevated y�II, an englneered dralnage plan is required.
If I am the AGENT FtJR THE OWN , i promise in gaod faith fo inform the awner of the permifting.carsditions set forth in
this affidavit prior to commencing co strucfion. 1 unders#and that a separate pe�m#t may t�e requ4red for eleatrical work,
plumbing, signs, wells; paots, air ca d�tioning, gas, or ather Installatlons not specifically Included in the application: A
permlt issued shaii be canstrued to s a !lcense to proceed wEth t�ie work and not as authority to,vlolate, cancel, al#er, or
set as�de any proYlsions of the techn cal cades, nor shaU issuance of a permit prevent the Bulldirig Officia(from thereafter
requiring a correction of errors in pla s, construction or violations af any codes. Every perrnit issued•sha11 become invaiid
unlsss the work authorized by such erm(t is commenced wifhin six months af permif issuance, or if wark authorized by
the permit is suspended o�ab�ndon d for a period of six(6) months after tfie time#he wark is commenced. An extenslon
may be_requeste.d,_in w�iting, from_t e Building,Qff)ciai for a period not to exceed nlnety (90) days and wfll demons#rate
justifiable cause far the extensian. If ork ceases for ninety{90)consecutive days, th�Jab is consldered abandaned.-� -
WARNING TO 4WNER: YOUR F lL,URE TO RECORD A NOTICE,OF COMMENCEMENT MAY RESULT IN YOUR
PAYlNG TWICE FOR IMPROVEME TS TO'YOUR PR`OPERTY. I�YOU iN7�END TO t�8TA1N FtNANGiNG, CONSULT
9NITH YOUR��LENDER f3R:AN A Rid�Y BEFOR�RECQRDINC Y(iUR {�T�+�E d���ONf!!!!l�MGEI!ll��!'�.
� FI.t3RtDA'JURAT°(F.S:19T.03) � �
OWNER OR AGENT CONTRACTOR'
Subscr(bad and swom fo(or af�rmed}befare s thls Subscribed and sworn to{or af�rmed)before me thls
ay 6y
Who is/are personally known to me or haslha e produced Who is/are-personalty knawn to me or hasihave produced
as 1den8flca an. as ldentiflcation.
Notary Publlc Notary Public
Cammtssion No. C4t(1RffS5I4tt N0. ,
tVame of Notary typed,printetl or sfamped Name of Notary tyPed,pdnted'or stamped
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ity of Zephyrhills
BUILDING LAN REVIEW COMMENTS
Contractor/Homeowner: � l�Y►'L'�
, Date Received: - �-- S
Site: `�" o � �-!r�" d,-� � z-�Z
� Permit Type: Q l C�C S Lt�i�G1'(��S s S
Approved w/no comments. Approved w/ e below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be ke t with the erm t and/or lans.
P P P
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Kalvi i lans Examiner D e Contractor and/or Homeowner
(Required when comments are present)
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Lo�.,£'S ln.✓'�� I��, S�)� � �L.rr'v�G} ST'C, !' f��t°��-,�-�, �v�'1.i� Vln�� �.ti�'r�G?olrvS• �f1 L.1�(�
�;z.v-F c�l-,.i-� a.-1� �t vv� c;C. �,,, S (,�.�1� �f jrn y
NQFlCE T4 CUSTOMEFt--PRlGE CALCULATIOHS: in orcfer t proparly perForm the insta(lat(on of certain Goods,the Contract Price may include more
Goods than actually will be instalied based on the measured sq are footage of the ProJect Area.As a result, the partles agree that the Ivmp-siam F�rica
stated i�th(s Goniract is cadculatad upon both the va(ue of esfim ed Gpods required to fulfi(I fhe Contract(Including waste),which may exceed the actual
square footage of the Project Area,and the labor which may be e timated based on the amount of Goods requiretl ta fuffili the ContracE{incfudin�waste}.
By signing this Contracf below, Customer acknowiedges receipt f this notice and agrees and understands that iFie�Price includes these casts whlch may
not bs refunded qnce tbe lr�sfa!lation Services are performed. i
NOTICE TO CUSTOMER: Federal!aw requires Lawe's to pra !de yoa wlfh the
pamphiet Renavate i?ighf.By s(gntng this Contract, CusEoine acicnowtedges Contract Totai �, ���
having recelved a capy of thfs pamphlei befare wark began i forrrsing Cus{omer
of the potential risk of the lead hazard exposure from renovat on activity to be 4applicable taxes included !
performed(n Customer's dwelting unit. I,
NOTE: If rotted wood i� discovered during instaifation additionai charges wiit apply.You wil! 6e given a quote and a ch�nge order �,
must be completed and sl�qned by the customer for a y additional charges, Customer rnust in[fial. �
'Any work or materiai nat specifie 3s not inciuded in this.cantract.An changes or additions will be at an additionat charge for the materiat and tabar. �',
NOTIGE TQ OWNER: - ACCORDlNG Tq FLQRIp 'S CONSTRUCTIQN l.IEN L.AW (SE{�TIONS 713.1}�1-713.37, FL.�RIDA �
STATUTES), TH�SE UVHO WORK ON YC?UR PROP RT1'OR PROVlQE MATERfAl.S A�lD,�3ERVIC�S AND ARE �tt)T E�AID IN
Fl1LL 1iAVE A RIGHT Y4 ENFORCE TNEIR C1..AIM F R PAYMENT AGAINST YOUl2 PROPERTY.THlS CL,AlM IS KN�QWN AS A
CONSTRtlCTi4N LIEN. iF YOUR CONTF2ACTQ i�R A SUBCONTRACTOR fAEL.S TO PAY SUBCONTI2ACTORS,
Sl1B-SUBCONTRACT{}RS, OR MA`CERIAf. SUPPLI R5, TH05E PE�PLE W�iO ARE OVVE:C1 M+ONEY MAY LOOK 3Q YOUR j
PROPERTY FOR PAY�lIEN7',EVEN!F YOU HAVE A REApY PAlD YQUR COiVTRACTOR!Et FULl.. IF YOl)FAIL TO F�AY YC}UR
CONTRACTOR,YOUR CONTRACTf�R MAY ALSO H VE:A LlEN ON YOUR PRC?PERTY.7HlS MEANS IF A LIEN fS FII.ED Y�UR '
PRt}F'ERTY COULp B1= SOLp AGAINS7 YOUR WIL TU PAY FOR LABOR, MATERIALS, OR OTHER SERVICE$TFlAT'YOUR
CQNTRACTOR{1R A;►UBCONTRACTOR MAY HAV Fr41�.ED TO PAY, 1"0 PROTECT YOU�tSELF,YOU aHOULD S'TIPULATE
IN TNIS CONTRACT TNAT BEFQRE ANY PAYMENT!S I�ADE,YOUR COt�TRACTOR IS RECIUIR�D TO Pi�OVID�YCiU ItVtTH A
WRITTEN RELEASE 0� LlEN FROM ANY PERSON OR COMAANY THA7 HAS PRQVIDED,"T4 YQU A"h907iCE TO OWNER;'
FLORiDA'S CONSTRt1CTlON LIEN I.AW IS COMPLE ,AND ITlS RECOMMENDED THAT YOU CONSUi.T�N ATTORNEY. '
PHOTO F2ELEASE.Customer grants to Lowe's and L.owa's empl eas and independeni contractors the right to take photographs of the Premises whare
instaliation Services will 6e perforrned and aIt work perfarmed at e Premises reiated to this Contract,and irrevocably grants to Lowe's all right,tltle and
interest in and to the photographs tor use in ai!markets and media wor(dwida, ip perpetuity.Gustomer authorizas Lowe's to copyright,use and publish the
photog�aphs In print and/or el�3ctronically,and agrees that Lowe's ay use suoh photographs for any lawfu!purpase,�including,but not fimlted to,markeiir�g,
advertising,pub((city, iilustratir,n,training and Web content.By initi ling here, Customer agrees ta the foregoing, � [Customer to initlal to the left].
WoRr�js+t�comrs��,a�ce u on r asonable availablflty of Contra tor andlor any specl !ar er or ustomer m e Good{s)which is antictpated tt�be
�"�t'� �_� ��`'7 � jfili in datej.Estirttatad camp�etion date is ���'� �f'�di���� [flll in dake].
Said estirnated substantial completiQn dafe is nat af the essence.A statemenf of any confingenc(es that woutd maf�riaiiy changa said estimated substantial
compleBon date is es follaws:
(if applicable, Insert a statement af such contingencies).
Thfs Contract provides that�ill claims by Customer or Lovue's 111 be resolved by BINDING ARBITRAI'ION.Customer and l.owe's GlVE UP TFiEi Eit6HT
T'O�.GO,TO COURT to enforcr.ffils Contract(EXCEAT for matte s th�it may be taken to SMALL CLAIMS COUR'f).•Lowe's and Customer's right�s wi(l ba
deiarrnined by a'NEUTRAL ARBi�RATOR and 2�tOT.a judga ar jury. f.owe's ar►d Custamer are entitled to a FAtR HEAi2ING. B�t the arbitration
� pro�edt{�5'are SII�IIPLER"AND MOR�li'iMl7ED,THAN RUL�S" PpL��AB4E IM GCpt1RT.Artiitratw decistons ans as enforceatii�a3 any cou�t orc�er and
arer�subject to VERY L.IMITECt REViEW•BY A CQURT. FOR MO��DtSTAl�5: Review the section tlfled ARBITRATION AGREEMENT,WAIVER OF JURY
7RlAL AND WAl1/�R OF CLASS ACTtON ApJUAlCATiOH foun�irt ft�e Terms and Condltions of this Contract.
DQ NOT S[GN TNt.�', t`f)t�t�'Rat`T t�ra'rii ('ft1uD� RTC wit vn�� u��rc nran Tr�.- M.-.+.... ..... ,._..._.—•,..--_ -_----
2015-01-27 15:11 is prt 75 81383$9008 » ' P �!7
......�.�.,,..,.�. ,,,,,,ua, ��pruper�y penorm tne anstalfation of certain Goods,the Contract Price msy Inctude more
Goods than actualiy wiil be instailed based on the measured quare.foptage o"f the Prqject Area.As a result,the parties•agree that fha tump-sum Price
steted in this Cantr��ct is caicutated upon both the value of esti ated�oods required to fulfill the Contract(including waste),whioh may exce�d ihs actual
sqaare faatage af ihe Pi�ojeat Area,and the tabor which may b eskimated based on the amount of Goods reqGired to feilfl(!the Goniract(fncluding waste),
By signtng thts Contract k�elow,Gustomer aokttowiedges receip of this notice and agrees and understani�s that the Price includes these cos#s which may
not be refunded onae the Insta!latfon Services are performed. ( I
NbTtGE Tfl CttSTOM��2: Federat taw requires towe's#a p vide yau with the I � "
pamphlet ftenavale Ri�ht.8y s3gning lhfs Gontract,Custo' er acknawledges i �' L1 r�� i
having received a copy of thls pamphlet before worK began informing Customer Cantract Totaf ! �„�
of the potential risk of�the�lead hazard expasure from reno ttan aetivity to be '`appliC�b(e t�Xes InclUded
perfartned ln Custome�'s dwelUng u�nit.
NOTE: ff rotted wooii is discouered during installati n adcfitionat aharges witi appty. You wiDl be given a quote and a change order
must be com�leted and si�ned by fhe custorner far ny add}llonai aharges. Cus4nmer must iniCiat.
•Any worfc or ma edal not s eCifle Is not inCluded in thls.ConkraCt. tty changes or add(tions wiA be at an addiUonai ctiarge for tiie meteriai and tabor.
MOTICE TO OWN�R: - ACCORDlNG TO Fl.t?R DA'S C�NSTRUCTION LIEN LAIN :S�CTIONS 7�3.001-?13.37, FLORJDA
STA�'UTES ,THQS�WHO WORK ON Yt3t1R RRO Ei�TY OR PRt�VIDE MAi'ERIALS A�D SERVlCES AND ARE NQT RAlD!N
FULL MAV�A RiGHT TO ENFORCE THEfR CI.A(M F{3R PAYMENI'AGAINST YOt1R PR�fPERTY.THIS CLAlM!S 6CH(?WN AS A ,
C4NSTREICTiON LIEf�. IF . YOUR CONTFtACT R OR A SUBCONTRACT4R FAILS i"0 PAY SUBCOt�TF�ACTORS, �
SUB•SUBCONTt2ACT'ORS, QR MATERIAL SUPP lERS, THC7SE PEflPLE WMQ AR� Q�WED MONEY MAY I.0{;)K `TO YOUR
PROPERTY FOR P�►YMENT, EVEN 1�'YOU HAV� LREADY PAlD YQUR CONTRA.CTOR IN FUi.i..iF YOU FAtL TiD PAY YOUR
GQNTRACTQR,Yfll1R CONTRACTOR MAY ALS4 AVE A I.iEN ON Yt3UR�PR4PERTY.7HIS MEANS[r A L.IEN!S ElLED YOUR
' PROPERTY C�ULD BE SOLD AGAtNST YtJUR 1N1 L TO PAY FOR LABOR,MATERIALS,OR OTHER.SERVlGES THAT,YQlJR
CONTRACTdR QR�►SUBCONTRACTtJR MAY H E FAtLED TO PAY.TO PROTECT Yt�URSEl.F,YQU SMC1ULt�S7'lPULATE
(N TFifS Ct3N�'RACT THAT BEFORE ANY PAYMEN !S MADE,YQUR CC?NTRAC70R�S �2EQUIRED i'0 PRt}VIDE YOU WiTH A
WRITTEN RELEAS�OF I.IEN FROM ANY PERSQ 4R COMPANY'FHAT HAS PROVlDED TO YOti A"NOTICE 1'0 t�WNER."
FL,ORIDA'S CQNSTFtUCTi4N L1EN�A►W IS COMPL X,AND i'F(S RECOMMEHDED THAT�Y4tI.CONSULTAN ATTORN�Y.
PNOTO RELEASE,Customer grants ta Lowe's and Lawe's em loyees and lndependeni contractoss fhe righf to 4ake photagraphs of the Pramises where
Instailation Services wiq be performed and aU wock performed a the!'remises relaled to this Contract,and lrrevocably grants to Lawe's ail right,#it(e and
interest in and ta the photngraphs for use in eA markets and ma a,warldw[de,in perpetu(ty.Gustomer authorEzes Lowe's to copyright,use and publi,h the
photographs in print and/or electronicaUy,and agrees that Lowe's may,use such photographs for any lawiu!purpase,fnetuding,but not timitad#o,tnatketing,
advertising,publicity,illustiatian,trainfng and Web cantent. By In tlaling hera,Customer agrees to the foregoing. ; [Customer to inifiat to tho leftj.
Wo t `�omrq��,ce u�on rgasonable availabllity of Cont etor andlor any speci ! r er ar ustomer � �.de C,00djs)wktiah is�nticipateci to be
����� �Q. '�'.'?_______[fill tn date]. Esf[mat d aompleti�n date[s g��� �r"���` [flti in dat�3.
Said estimated suGstantial co�npletion date fs not of the essenc .A skaiement af any contingencles that wouid inateria!!y change said estimated substantial
comp�etion date is as follows:
� , (if applicabJe, insert a staternent oE such contingencies}.
Tfifs Qontract provldes th�3t a!I claims by Customer or Lowe' w9!!be resolved by BlNdiNG ARB{TRA'FIQNi Customer and�.owe's GIVE NP YHE RIGH7
i TO;.GOw70.00URT to enfcrrce thts Contract{EXGEPT for.ma ers that may be taken to SMALI,CLAtMS C4tiR't').�Lowe's and Custamer's rtghfs wilt be
deterttifaed by a'�IEUTR/\L ARBITFtATOl2 �nd iJQ7,a �udg or �cry. l.owe's a,�d Gustorr�er•are ent�tied ta, a FAit2 HEARING: But fh� arbitratton
pro�eri�{h8�'are.SIINPL'EE�AIID MORE L'-�iMlTED.�°!'HA`M•RUGES' PPl,�CABLE!N C{IlJRT.a�bi'trataf decision�aria�as enfo'rce�ftie a�sny c�urt or$e�and
ar�sul�ect to�V�FtY LIMt1'EQ REVIEW:SY A COURT.FOR M RE�DE'iAiLS: Ftevisw the section titted ARBlTRAi'tON AGREEMENT,WAtVER OF JURY
TRIi4l:AND'WAlVBR OF CLASS ACTlON ADJUDlCA710N fou d in th�Tertns•and Gond€tions a!this Contra+c#. '
DO NOT 51GN TN1S GONTRACT UN71L COMPLETE A Q YOU HAVE READ THE TERMS QNII CON£}ITtONS Ct�NTAfNED i3N Al,t
PAGES OF THIS CQNTl2ACT. BY SlGNINC SELQW, Y U AF2E ACKRECIWl.EDGtNG THAT YOU tiAVE READ, UNDERSTAH�
AND AGRE�TO TNE TERMS AND COND}TtONS S�T ORTH ON ALL PAGES t3F i'HiS COMTR{�CT.YOU AR�ENTITLED TQ A
COPY OF THlS CONTRACT AT 7HE TiME OF SIGNAT �. (_ �
. WI7NESS OUR HAND(S}AND SEAL(S)BELOW TNl5 �1 DAY OF `'la�'�a�r �.`a!
,L-owe's Home. Centers, L.LC , ., r
. �`�"�,�„�„w.�,,,�-� �r�,,!',,�,.L,,,�>�,'Z
�(", Owner
's Aut 'ze Re e n ative Co-owner or W(tness � �
Custarrier acknowled e eoeipt of.a true copy of this confract which was aornptetety fiiled in prior to Customer's execution hereof.You,4he buyer,ma!
cancel this transaction at ar►y t(me.prior to mldnJght of the thir buciness day after the date•of this transactibn. See the.attached natice o$cancellatfon
furm for an expl�nation af thls right.
55406 RE\/. 92/13 FlLE COPY ' m 2ooa by�.owe's.��owe's and tha gabtn des�8n
are registered hadamerlcs of LF CorporaBon.
i
I
� —— —
2015-01 -27 15:11 is prt 75 8138389008 » p 5/7
Page 1 of 3 . • � � �
P;ella � `rS
1 N �� R�liabilt ❑
�'�� O�ther
PSE Pricing WQrksheet - Windows
(Comple e and Fax to Installer} ;
' �_
Customer:�'h�n . ))S Store: I�Sy
i
Phone(home):��3'7g3' �a7� Phone( elf): Phone(:other): .
�
Install Address:�' g�1 r p� � �L ':,
i
�
Directions:
1. Draw the walls where windows are be ng replaced and label them front, back, L side or R si�e
(as seen from the streefi) , �
2. Draw the wir�dows that are being repl ced on each wall drawing '
3. Place a capital letter beside each wind w in the drawing. Windows with the same dimensic�ns
will have the same letter. Complete t e information on the next page 'using the corresponding
letter.
Front �.
;
Left � B :
3� k �� �J ' I
73XSb
Back
Right
�3ks�
�S ;
I J�.�'"c�y2,� ! �S�� �Z 1/'Y-b� 1=!.f l 3�7'�, i
�
� - i
r lorida l�uilding C;ode Unline Page 1 of 4
" f����Product Approval
`t.�"` USER:Publfc Usr.r
�.ar I
Product Aoaroval Menu>Produc[orAnolJCatlon Search>Apollcaflon List>A pllcat/on Deta//
FL # L11206-R8
Application Type evislon
Code Version 010
Applicatlon Status pproved
Approved by DBPR. Approvals by DBPR shall be reviewed and retifled by the
OC and/or the Commisslon if necessary.
Comments �
i
Archived �
Product Manufacturer ella Corpo�ation
Address/Phone/Emarl 02 Maln St.
ella, IA 50219
641)621-6096
ellaproductapproval@pella,com
S'UIL.QIIVG Su,�.L COIiQi�j�yVI'�'�
Authorized Signature ROY FARR '�-��'PLIC,�Ex,�g�,D�G,
bfarr@pella,com EL�C'�'gilC,q�, pL����G ANI�
iLi�t:I3gN��A�CC3D�S.
Technica!Representative ROY FARR
Address/Phone/Ema1/ 8600 NE WILKES ROAD
ORTLAND, OR 97230
503)405-9176
bfarr@peUa.com
"��°�1C''�p�!�i
Quality Assurance Representative TROY FARR e)7'���r ���+'� � ` ���
Address/Phone/EmaJl 8600 NE WILKES ROAD �=��H�
(O��L�ND90 697230 PL/y�S ��A��l�R«-LS
tbfarr@pella.com ���`
Category Wlndows
Subcategory Single Hung
Compllance Method Certiffcation Mark or Listing
Cer[ificatlon Agency Window and Door Manufacturers Associatlon
Valldated By ames L. Buckner, P,E. at CBUCK Englnee�ing
!' Valldation Checklist-Nardcopy Received
Referenced Standard and Year(of Standard) Standard Year i
AAMA 101/I,S.2-97 1997 I
AAMA/WDMA/CSA 101/1.S.2/A440-08 2008 I
I
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Opdon A
Date Submitted 09/27/20i3
Date Validated 10/09/2013
http://www,floridabuilding.org/pr/pr_app_d l.aspx?param=wGEVXQwtDqs6WGOndIUH... 11/3/2014
Florida Building Code Online Page 2 of 4
, Date Pending fBC Approva!
Dare Approved 0/i6/2013
I - --------__� _. —.._.�----.___�_._---------- -- ----------,
Summary of Products :
!FL# �Mode/, Number or Name Description �i
i
I 11206.1 �Hungs 10/20 High Performanc Sing/e Vlnyl Hrgh Performance Single Hung Window(42"x 72") ��
I i Limits of Use Certification Agency Certificate i
i Approved for use in HVNZ:No FL11206 R8 C CAC 411-I-I-1046.00.Adf i
j Approved for use outside HVHZ: Yes Quality Assurance Cont�act Expiration DaYe �
Impact Resistant:No 08/07/2017 i
Design Pressure: +50/-50 Installation Instructions i
, Other:Configurations ofglass shall conform to the curre tASTM FL11206 R8 II Drawinq i572.odf j
�E1300 standard. Verified By: War�en W. Schaefer, P1E. 44135 '
! Created by Independent Third Party: Yes �
� Evaluation Reports �
� FLii206 R8 AE Drawlnp 1572.pdf I
i Created by Independent Thlyd Party: Yes �
�11206.2 Ser/es 10/20 Hlgh Pe�formanc Single Vinyl Nlgh Performance Single Hung Twln Composite(72"x 65- '
� �Hung 1/2') i
;Limifs of Use Certification Agency Certificate �
; Approved for use!n HVH2:No FL11206 R8 C CAC 41I-H-1043.400�df !
; Approved for use outside HVHZ: Yes FL11206 R8 C CAC 411-H-1043.466_pdf '
� Impact Resistant:No Quality Assurance Conlract Expireition Date i
� Design Pressure: +50/-50 11/17/2017 I
` Other:Configurations of g/ass shall conform to the curre t ASTM Installation Instructions ;
i E1300 standard, fL11206 R8 II Drawino 1572,pdf !
IVerified By: Warren W. Schaefer, P.E, 44135
, Created by Independent Third Party: Yes
j Evaluation Reports
' FL11206 R8 AE Drewinq 1572.gdf. i
ICreated by Independent Thlyd Party,: Yes i
�11206.3 �Serles 10/20 Single Hung Vinyl Single Hung Triple Composite(108"x 72') �!
!Limits of Use Certification Agency Certificate
� Approved fo�use in HVHZ:No FL11206 R8 C CAC 411-H-1043.31.gdf �
; Approved for use outside NVHZ: Yes FL21206 R8 C CAC 411-H-1043,63.pdf �
! Impact Resistant:No Quality Assurance Contract Expir�tion Dafe i
� Design Pressure: +35/-35 03/31/2018 i
Other: Configuratlons of g/ass sha/1 conform to the curr nt ASTM Installation Instructions
E1300 standard. FL21206 R8 II Drawing 1572.Adf �
i Verified By: Warren W. Schaefer, P.E, 44135 (
( Created by Independent Third Party: Yes i
� Eva/uation Reports I
� FL11206 R8 AE Drawino 1572.Odf
Created by Independent Thlyd Party: Yes ;
;i1206.4 �Series 10/20 Single Nung Vinyl Single Hung Trlple Composlte(208"x 53.5') �;
�Limits of Use Certification Agency Certificate i
; Approved for use in HVHZ:No FL11206 R8 C CAC 411-H-1043.55.qdf ;
` Approved for use nutside NVHZ: Yes Quality Assurance Contract Expiration Date �
Impact Resistant:No 11/19/2017
Design Pressure; •I�35/-35 Installation Instructions '
� Other:Conflgurations ofglass shall conform to the curr ntASTM FL11206 R8 II Drawino 1572.pdf
(E1300 standard. Verified By: Warren W. Schaefer, P.E, 44135 i
Created by Independent Thlyd Party: Yes
Evaluatlon Reports '
� FL11206 R8 AE Drawinq 1572.pdf
� Created by Independent Third Party: Yes �
i �
�11206.5 �SeNes 10/20 Single Hung Vfnyl Fixed Over Single Hung Composite(30"x 76') (
j Limrts of Use Certification Agency Certificate (
� Approved fo�use in HVHZ;No FL11206 R8 C CAC 411-H-1043.34.pdf �
�
j App�oved for use nutside HVHZ: Yes Quality Assurance Contract Expiration Date
i Impact Resistant:No 11/10/2017
i Design Pressure: -F35/-35 Installation Instructions
' Other:Confrgurations of glass shall conform to the curr nt ASTM FLI1206 R8 11 Drawino 1572.odf i
�E1300 standard. Verifled By: Warren W, Schaefer, P.E. 44135 � �
; Created by Independent Third Party: Yes �
Evaluafion Reports i
FLI1206 R8 AE Drawino 1572.pdf
� Created by Independent Third Party: Yes ;
!11206.6 �Series 10/20 Single Hung Vlnyl Fixed Over Single Hung Composite(46"x 76') (
!Limits of Use Certificarion Agency Certificate �
� Approved for use in HVH2:No FL11206 R8 C CAC 411-H-1043.28.pdf �
http://www.floridabuilding.org/pr/pr_app_ l.aspx?param=wGEVXQwtDqs6WGOndIUH.., 11/3/2014
r'lorida Building Code Online Page 3 of 4
• � Approved for use outside NVHZ: Yes Quality Assurance ConYract Expiration Date �
� Impact Resfstantr No 11/11/2017 �
� Design Pressure: +30/-30 Installation Instructfons i I
� Oiher:Configuratlons of glass shall corlform to the curre t ASTM FL11206 R8 II Orawinq 1572.adf ;
i Ei300 standa�d. Verrfied By: Warren W. Schaefer, P.E. 44135 �
� Created by Independent Thl�d Party: Yes j
Evaluation Reports !
i
� FL21Z06 R8 AE D�awina 1572.pdf !
Created by Independent Third Party: Yes I
i 11206.7 �Series 10/20 Single Hung Vinyl Single Hung Wlndow(48"x 72`) ��
�Limits of Use Certifrcation Agency Certificate �
� Approved for use in HVHZ;No FL11206 R8 C CAC 411-H-1043.04.odf �
1 Approved for use outside HVHZ: Yes Quality Assurance Conkract Expiration Date �
I Impact Resistant:No 08/04/2017 � '
IDesign Pressure: +35/-35 Installation Instructions j
Other:Conflguratlons ofglass shall confo�m to the curre tASTM FL11206 R8 17 Drawino i572.pdf � �
�E1300 standard. Verified By: Warren W. Schaefer, P.E. 44i35 '
� Created by Independen[Thlyd Party: Yes i
Evaluation Reports �
FL21206 R8 AE Orawinq 1572.pdf �
� Created by Independent Thlyd Party: Yes i
'11206.8 �Serles 10/20 Single Nung Vlny!Single Hung Window(48"x 59-1/2') ��
Limits of Use Certification Agency Certificate
I Approved for use 6n NVHZ:No FL11206 R8 C CAC 411-H-1043.OS.odf
� Approved for use�outside HVHZ: Yes qualify Assurance Contract Expiration Date ;
i Impact Resistant:No 08/04/2017 �
� Design Pressure: +35/-35 Installation Instructions
j Other:Configurations of glass shall conform to the curre t ASTM FL11206 R8 II Drawlnq 1572.pdf , �
� �E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 i
Created by Independent Third Party: Yes
Evaluation Reports
� FL11206 R8 AE Drewina 1572.pdf
Created by Independent Thlyd Party: Yes �
�11206.9 �Serres 10/20 Single Hung Vlnyl Single Hung Window(36"x 59-1/2") ��
iLimits of Use Certification Agency Certificate �
I Approved for use in HVHZ:No FL11206 R8 C CAC 411-H-1043.16�f � '
Approved for use nutside HVHZ: Yes Qua/ity Assurance Contract Expi�ation Date �
Impact Resistant:No 08/03/2017 j
Design Pressure: -F35/-35 Installation Instrucrions � ,
Other;Configurations of glass shall conform to the curre t ASTM FL11206 R8 !I Drawina 1572.adf ;
�Ei300 standard. Verifred By: Warren. W. Schaefer, P.E. 44135 i �
! Created by Independent Third Party: Yes
! Eva/uation Reports �
� FL11206 R8 AE Orawin9 1572,pdf ! '
� Created by Independent Third Party: Yes I
i i
'11206.10 Serles 10/20 Single Hung Vlnyl Single Hung Window(48"x 84') �I
;Limits of Use Certification Agency Certificate .
� Approved for use in HVHZ:No FL11206 R8 C CAC 411-H-1043.20.�df � '
� Approved for use uutside HVNZ: Yes FL11206 R8 C CAC 411-H-1043.24.odf �
I� Impact Resistant:No Qualify Assurance Confract Expiration Date �
Design Pressure: i-35/-35 08/07/2017 � �
; Other: Conflguratlons of glass shal!conform to the curr t ASTM Installafion Instructions
�E1300 standard, fL11206 R8 77 D�awlnq 1572.pdf !
Verified By: Warren W. Schaefer, P.E. 44135 I
! Created by Independent Third Party: Yes
Evaluation Reports
� FL11206 R8 AE D�awina 1572.odf !
I Created by Independent Thlyd Party: Yes j
i 11206,i1 �Series 10/20 Single Hung Vinyl Single Hung Window(36"x 72")
i
Limits of Use Certification Agency Certificate `
Approved for use in HVHZ:No FL11206 R8 C CAC 411-H-1043.12.pdf �
i Approved for use autside HVHZ: Yes Quality Assurance Contracf Expiration Dare ' '
Impac[Resistanl:No 08/03/2017 ,
Design Pressure: f•35/-35 Insta!lafion Instructions
! Other; Configuratlons of glass shall conform to the curr nt ASTM FL21206 R8 II Drawino 1572.pdf �
�E1300 standard. Verifled By: Warren W. Schaefer, P.E. 44135 ;
; Created by Independent Third Party: Yes �
iEvaluatfon Reports
; FLI1206 R8 AE Drawina 2572.pdf �
� Created 6y Independent Third Party: Yes �.
�11206.12 �Series i 0/20 Single Hung Vlny/Sing/e Hung Twin Com oslte 72"x 53.5") i
�Limits of Use Certification Agency Certificate
� Approved for use in HVHZ:No FL11206 R8 C CAC 4ii-H-1043.43.pdf I
; ;
http://www.floridabuilding.org/pr/pr_app_d l.aspx?param=wGEVXQwtDqs6WCOndIUH.,. 11/3/2014
Florida Building Code Online Page 4 of 4
' � Approved for use�outside HVHZ: Yes Quality Assurance Contract Expiration Date j I
� Impact Resistanf:No 11/17/2017 � �
( Design Pressure: +35/-35 Insfallation Instrucfions � '
iOthe�:Configurations of glass shall conform to the curre t ASTM FL11206 R8 17 Drawinq 1572.odf �
;E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
� Created by Independent Third Party: Yes
( Eva/uation Reports !
� FL11206 R8 AE Drawina 1572_pdf � i
� Created by Independent Thlyd Part : Yes �
�11206.13 �Series 10/20 Single Nung Vinyl Single Hung Twin Composite(96"x 53.5') ;
I Limi[s of Use Certification Agency Certificate � �
i Approved for use in HVHZ:No FLS1206 R8 C CAC 411-H-I043.557.pdf j
iApproved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
� Impact Resisiant:No 11/19/2017 ,
i Design Pressure: +35/-35 Installatron Instructions !
� Other;Configurations of g/ass shall conform to the curr nt ASTM FLi1206 RS II Drawlnq 1572.pdf ;
;E1300 standard. Verified By: Warren W. Schaefe�, P.E. 44i35 �
j Created by Independent Thlyd Party: Yes
� Evaluation Reports i
I FL11206 R8 AE Drawln 1572. df
Created by Independent Thlyd Party: Yes � �
11206.14 �Series 10/20 Single Hung Vlnyl Single Hung Twin Composite(96"x 72") ; �
�Limits of Use Certification Agency Certificate �
; Approved for use in HVNZ:No FL11206 R8 C CAC 411-H-1043.49.pdf i
' Approved for use outside HVHZ: Yes FL21206 R8 C CAC 411-N-1043.60.pdf ;
� Impacf Resistant:No Quality Assurance Contract Expiration Date ;
Design Pressure: +30/-30 11/18/2017 i
� Other:Configurations of g/ass shall conform to the curr nt ASTM Installation Instructions '
�E1300 standard. FL11206 R8 II D�awinq 1572.pdf ;
, ; Verlfied By: Warren W. Schaefer, P.E. 44135
{ Created by Independent Third Party: Yes `
, Evaluation Reports '
' ' FL11206 R8 AE Drawinq 1572.odf �
! Created by Independent Third Party: Yes
i
� i 11206.15 �Series 10/20 Single Hung Viny/Single Hung Twln Composlte(72"x 72") �i !
i Limits of Use Certification Agency Certificate ! �
� Approved for use in HVHZ:No FL11206 R8 C CAC 41I-H-1043.37��df ,
� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dafe � ,
� Impact Resistant:No 11/17/20i7 ,
Design Pressure: +35/-35 Installation Instructions �
' Other:Configurativns ofglass shall conform to the curr ntASTM FL11206 RS II Drawlnq 1572.qdf �
E1300 standard. Ve�lfied By; Warcen W, Schaefer, P,E. 44135 : !
Created by Independent Thlyd Party: Yes i �
Evaluation Repo�ts �
FL11206 R8 AE Drawinq 1572.pdf
Created by Independent Third Party: Yes � i
;11206,16 —�Series 10/20 Single Hung Vinyl Fixed Wlth Single Hung Flanke�s(108"x 72') � ;
�Limits of Use � Certification Agency Certificate � ,
; Approved for use in NVHZ:No FLIi206 R8 C CAC CCL for Pella 411-H-950-02.pdf � �
i I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date �
j Impact Resistant:No 10/03/2015 ; ;
� Design Pressure: +30/-30 Installation Instrucfions
Other:Configurations of glass shall conform to the cur nt ASTM FL21206 R8 77 Drawlnq 1572,odf � i
E1300 standard. Verifled ey: Warren W. Schaefer, P.E. 44135 � ,
; C�eated by Independent Third Party: Yes ,
, i Evaluation Reports ` '
�
! FL11206 R8 AE Drawing 1572.pdf �
Created by Independent Third Party: Yes ! '
,
�
I �
i
I
I
' http://www,floridabuilding.org/pr/pr app tl.aspx?param=wGEVXQwtDqs6WGOndIUH... 11/3/2014
� �
. ���+1.�L`�O�S_ ��Ea�u�nr r or�usEO v�'n+E�aooua nw.� cx�c�cca e.:
t. AlL F0.57ENER5 SHN.I.8E IN ACCOf2DANCE Wftti 1MESE ORAWINGS. SPECtFlID ANCHOR EA1$ED TO&SE �1D/dt 1NSTI3]J�TIpN OF RNT OTNER FROOUCT NDR�Y qqr; p��
IMryFRIqL 5}fW.l,BE BEYOND WALL FlNISH OR S711CC0. n�Er sE USED Foa RaTIOwv.auo/oR�ocx McRWU +-�s o+/m/�
2. OPENINGS,6UCKING&BULKING fASTENERS MUST 8E PROPERLY D6IGNED&IN57ALIED TO TRMISFER WINO o�utr PRpOUCT N0T PRODUCED gY THE wwuFpCiUaER
LOAOS TO THE SiRUCTURE. STnTED ON TMESE ORAwINGS. �g ? `
3. THESE NON-t1dPACT RATED WW60W SSIE���1STALiAnONS ARE�N PLCORUANC£WRti N!D M£ET THE ¢$" �IqX_ FRAME W#DTH � a o
RE6UIREUENiS OF 7HE FI,ORIDA BUttDtNC CQDE(F8C}. ' � ° = '
4. ALL ANCHORS SELURING WINDOW FR41AE 70 PRESSURE TftFA7ED BUCKS OR WOOD FRAMING SHNJ.BE A1 I ' y � �
CMABLE OF RFSISTING CORROSION CAUSED BY TME PRESSURE 1RFA71NG CHEMIGIS IN 1HE w00D. 5 ��.H UAX. FRAN�E WIDTH���'� MAX. � 'q� e i �
5. IMTERULS,��'CIUDING BUT NOT UMfI'ED TO 5iEEL SLREY+S,TW.T COUE�NTO CONiACT WTri OiHFR DlS51Ml1Al2
idATERNiS SHJSL M E£T T N E R f Q U 1 R E M E N T S 4 F Fl.4 R I R n B U I t D t N G C 6 D E C t N i r T ER 20.
6. 70 7HE B£ST Qf OUR KH6WlEDGE.THE WlNDOWS SHflwN NEREIN nftE CER7iFlE0&Qi7PLitt nSSt7RE0 SY A z g
FLORIDA SfA7E APPftOVEb CEKfIFlCA710N/QA EMIIY k SHALL BE LABELED IN ACCORDANCE WRH 7HE FBC AND � // � a �
THE 9N-3 FLORIDA BUILOING COMMISSION SPECIFlCATIONS. WINDOW ASSEMBIY IS N0T PART OF THIS DRAwING
AND SHALL 6E M ACCOROANCE WfiH THE MwI1FACTURFR'S OUAI.IN lSSURN'10E SPECIflCA710NS&TES7ING " Gp
R�� St 67 S2 FRAME SCREWS 82 EQUALLY � � p � �
?. CERIIFCA710N Of THESE WIN�Vt tNSTPtU714t35 SNAtL BE CONSI6EREA VOtD IF pNY OF iHE FOlC�K7NG S � S �'' `J � WHERE SNC7WFF. S �"'$pA��� z g � � �
APPLY: 1)7HkY ARE INSTALLED WfiHOUT A BUILDING PERMR FR0�1 THE APPLICABLE LOCA4.BUILDING DEPARTMENT. OPPOSiiE SEE "FRAME OPPOSITE °- � � � �,
2)IF THEY ARE INSfPll£[f BY nNYONE OTHER THAN A UCENSEO CONiF7ACfOR EXPERIENCED WIiH W�NQOW ANCHCIR � �' � � � �
WSTAUATIONS. 3�IF CHANGES HRVE OCCURED 70 1HE PRODUCi"S CERTIflCATION ENTffY�S CFRTIFlCATE 7MA7 FIN ANCHOR � � g g a
:at.;sF ni��NSrruu�s m ae�NCOaRECr oR w�ors�srEm wmt wrwt t+as e�u r�cm. WITliIN 2" OF REQU(REMEN75 EQUAILY
s, n{e�nsr o�cN s+�tss�rz�sP£c��m mr{�z�N n+�s ow+vnn,c oa�N�E aaooucrs c�mranora stw1. � �ORNERS & 8' � THESE 2 7a$t�E" ON TH(S SFACED z '< m � _
CON1ROl FOR THE INSiN.1.Ep WINDOW. SHEET FOR
9.TMESE DRAWINCS CERTIFY iHE WINOOW INSTALLATION ONLY. WATQ2 PROOFlNC OF TrIE INSTALIED WINDOWS IS w SMTANDARp W� w ANCHORS REQUIREMEM'S. �y
N07 PART OF'IH�S WSTAUATION CERTIFlCATION. TNA7 RESPONS161L1TY SHALL BE THAT OF THE MNJUFACiURER ARE NOT I
&/oa rc,stauuFR. = PEftFORMANCE � = REQ'D WFtEN � 9" tJAX. "'
� WINOOWS & 4" / � WINDOW � ``�"'
AI�NATE ANCHOQ�SUBSTRATF EV�UA710N N07E: � MAX. O.C. WRH _ � �pME - � �S^�
A(.L ALTEftNATE ANCHORS IN THEIR SPECIFIED '� NIGN `� H���,E{� �g �°'¢o
SUBSTRATES HAVc BEEN ANALYZED iN ACCORDANCE a PERF4RMANCE /^ Q &2" OR LESS / 9� tdA�C. °a z°'�
W I 7 H T H E I R A P P L I C A B L F S T A N D A R D(S) A N D A R E F O U N D � W I N D O W 5. S E E � (7 y p_ E q�H o o sa n
TO BE E4UIVALENT TO OR STRONGER 7HAN 1HE � "FRAME ANCHOR � S�pE) � � �a�'i
ANCHOR(S) lJSED !N TESTtNG WITN THIS PRODUCT. � ftEQUIREMEMS m �Q��y � g Q��
TABLE" ON 7NlS SPACED � W°�
INSTN1A710N EVALUA710N t5 BASED ON APPLICABLE aNCHOR SfANDARD5 NJD/OR SHEEf FOR `+y �N�
INFORMAl70N k RESUL75 FROIA APPUGtOIE TES(REPORTS. 7HE FlAR�M BUILDING REQUIREMENTS.
CODE VER'SION CONSIDERm WRH 7'HE EVnlAA0.TI0N W!5 THAT W FORCE A7 iNE TI11E Z
OF THE£VALW1ItDN. 1N 1}if EVEM�r�OE VER�ON CtiANGfSJUADA7ES OR IN EQUALIY � � i�
THE EVEM 7NAT NEW 4E2 ADDit2ANPI TESiiNC t5 COAiPt.E1E0 OH TNE REFfF2ENCFD
PRODUCf,PRIOR TO STATING COqE COMPW�ICE WRH TNE 5fAiE,iHE MANUFAC?URER SPACED W ?
SHALL CONFlRIA WIfN THE INSiAlA.ATIUN EVALIIpT10N ENGINEER OF RECORD 7HAT'fFIE
INSTALLHTIONS SPEGFlED HERE^�N ARE CURftEM WrtH THE 1HEN CURREM TESiING, J
t0�AND APPLIGSt.£SiANDAROS. � // � S
' FftAME ANCHQR REQUIREMEMS TABLE -T -� �
OPFNIUG TYPE FWME/CI�PfNAIL FIN TO NINIIAUM MINIIAUM � NO ANCNORS REQ�D EXTERlOR ELEVATlON• 4 M� �` C90
�suamu�} a�NC ras�vEa m�e euam mcE osr. IXTERIQR E�E�IATI(}AI' AT tt£A6 & S��L > zm
'"'".zx`w°°°r�`""E°R e`T"`�� F1N INSTALLEO SERIES 10) �FRAME SCREW INSTALLED SERIES 20) �. Z���N
(MIN.GR.3&G=OS5) N0.10 SMS OR WOOD SCREW 1 1/4" 3/4' � O � m
�H.�a ca�3�uErra siuo No.�o cs.s s�rna/oa�tt sc�xr ry� �/2' SCAIE: 3j4» _ �•_0° SCAlE: 3J4" = t'-0" ^ �¢F:�
MIN. 7/8"711K!J6 SiEll. Np.10 GR 5 SEIF TAP/bRILL SCREW NLL iJY � ��z�
411N. 1/8'iNK 6063-T5 N.UM. N0.10 GR.5 SELF TAP/DR1U.SCREW FULL 1/2' � �W'
C-90 CIAU/2500 PSI CONCREfE �2J 1/4'CONCREIE SCREW 1 1/4" 2' �
� W?��m
t��iNS�raunT�oN c��P scREws {sER�ES 2a} ALLOWABLE DESlGN PRESSURE �N��n
MIN.�IN.GR.3Fk GEO.SSOUCK N0. 10 SNS OR W000 SCREW r i/a' a/a� (SINGIE WINDOW) �OWABLE - �3(4j~�
c ) wiNOOw size J
MIN.18 CA 33 K51 MEfAL S1UD N0.10 Gft.5 SEIf 7AP/pkiLl SCREw fuu �fz- ARESSUR£
u�N.�Ja'm�c kts 5TEE1.. No. to c2 5 sEtF iaa(oRiu.sCREw Futt ij2- MA)C, biAX. �1XED StSH aCTNE SASH (POSmvE `�'3`�
MW. 1/8'THK 6063-T5 AUJA1. Ntl. t0 GR.5 SEIF 7AP DRILL SCREW NLL t/2' fRAME FRAME �� MEETING RAII. MEETING RAIL
WIpTH HEIGH7 REINFORCEMENT REINFORCEMENT RFJNFORCEMENT & tS�='��i{!� '
C-90 cMU/25oo vsi co�'u G FINs,FASTENERS�(S R ES 10} � �/4 (IN.) (iN.) N�PS� s��>�y�,' ��a��°�',��, a
wN.27s+w000�uue aa sucK C3)N0.8 X i iJz-s�+s i a/e• i/z- ay 36 59.5 NO NO �S 35 � q.�� L�... ...':,;�,� o ^ 4=
(uiN.GR.3 e G=O,SS) a)36 72 YES NO YE5 35 �`�:' • '�'� a N �°
NIN.2%4 w00D FFtl�ME OR BUCK µ)Z•%11 CA ROOFlNG WJL }7/8' 1/2' (�)42 72 YES YES YES 50 ��N�Q�RFORMANCE ;�;4 � ,�^. 0�,�.� ii. \� �^z
{ta 1 N.G R.3 k G-0.5 5 j =}4$ 5 9.5 N Q Y E S Y£S 3 5 - :W � .�; :�' �;�o a 3,,;
uiN.tJ8'1NK t35 StF!:t P}!,*�.E�s.5 SE'S i:.Pj^v^na:.SC+s�:i FUtL ij2' z)4$ 72 YES YES YES 35 `��o ¢ O��� w
IAIN. 7/8'7HK 6063-TS ALUb1. (�)N0.B GR 5 SELF TAP/DR14A.SCREW FULL 1/2' (�7 4$ 84 YE$ YES YES 35 ��`y� � '+",�;��a Z
(1)FRnhtE SCREVS SW�.L BE PAN HEAO OR HIX MEAD SCREW (�)WINDOW HAS A MAXIMUM 35�TALL BOTfOM VENi. �� " : �+j"e 3
(2}CO»CR£2£SCREWS StNLL 8£ELCO Ui71?ACONS.ELCO CR£TE-FIDC,tiW RAMSETf RED (�1 WINDOW NAS EOUal TQP &BOTCOlA VEMS. i`'�4C�;'-•.,, •°°.�4✓�+..�'
s T i s�.� .;.��G �
HEnD FAPCONS OR NICTI XtYK-fAN ti(NAROEN£D 57Et1 OR$.SJ. PRESSURE SN(7WFJ Itd THiS TA$�E tS FOR INSTA�tA'fiON COND(TlONS r t .[j. �d uw+w�xc no. HEV.
`3�OREHAVE A flATRwASHFR AT�7}IE SCREIVL HFAD.HEY MUST 9E A wAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS �'d3C7$qfn9`�� 1572 D
(4J ROOFInG NAiIS ARE ONI.Y APPUCA9Lf wllH SfANDnRD PERfORM�WCE WINWwS(N/A SHAI.L BE THE LESSER OF TNA7 SHOWN IN THE INDMDUAL, s�+EET No.
WRN HIGN PERFQRUANCE WIN�Ori5) WINOOW'S S7ATE APPRdVA� 4R THAT SNOWN IN THfS TA$�E. } °F 5
nun�e+eC cuttKm 9r:
vRJ+. le+t3.
FOR MAX_ OVERALL UNiT WIDIH. SEE WINDOW FOR MAX. OVERA[.L UNIT WIOTH, SEE WWDOW vwc_6 wa��
PRE5SURE TA6LE ON THIS SHEEf PRESSURE TABLE ON THIS SHEEf
48" A�AX. INOIVIDUAL 48" MAX. INOIVIDUAL 48" MAX. INOIVIDUAL 48" MFJC. INDNIpUAL 48"' MAX. 1NDIVlpUAL 48" MAX. lNDNIDUHl� �
A
WlNDOW WfDTH WINDQW WlDTH WINOOW WIDTH WINOOW WiOTti WiNDOW WIDTH WINDOW WIDTH
a'io 3' Z'io 3- 4" 4" 4" 4" 4" 4" 4" 4" �
A2
5 z
4C
6
jj s�E s�NC��wiNOOw � � �j o
EIEYATION fOR FIN CI.USTER FIN -FRAME SCREWS z
ANCHOR ANCHORS AT MULLION SEE SING�E WINDOW WHERE SHOWN AT °-
I INDIVIDUAL WINDOW I ENDS SUCH THAT ( IhGlU1JUAL Wi�DOW I HEAD MllLL]ON ENO_ �
REQUIREMENTS & ElEVA7i�iV �OR �iN
wiOTNS ARE R£STRICTf� 7Hcr2E ARE A TOTAL WID7HS ARE RES7RIC7ED SEE 'FRAME ANCNOR �
POSITIONS A°OUND ANCHpR
WlNDOWS � TO DIMENSIONS SHOWN I OF 4 POSltlONED AS REQUIREMENT5 & � TQ DlMENSIONS SHOWN � REQUiREMENTS z
BUT OVERALL UNiT i SNOWN. SEE "FR4F�E BUT OVERAU. UNIT TABI.E" ON SHEET 1
POSITIONS AROUND
F fRAME WIpTH SHALL � ANCHOR � WiN60WS F�E WlQTH SNALL FQR REOUiREMENTS.
z CONTROL � RE4UIREMENTS x CONTROI.
w I � TABLE" ON SNEET S w ' I w N
_ / /� FpR REQUIREMEMS�, _ , / J o v��
� / l, � � / � � '-°� o
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a ¢ a
a � o�n
4 / X / X /� X ¢ f/ X � X / X c.>a'z.�
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EXTERIOR ELEVATION: °F�1E ANCHOR REQUIREMENTS TABLE" ON 4" 4" 4' 4" 4' 4" 4" 4' N �� �
\ Z.a�.,,�^�
SHEEf i FOR RE4UIREMENTS. o
MUl.T(P�E WiNDOWS NOTE. CLIPS MAY BE USED AT HEAO ALSO EXTERIOR ELEVATION: r Z �°J�
a�`;
(F!N WSTAf1EQ SERlES 10� f�t uEU aF �w�naE scR�ws �1U�TIPLE WINDOWS W `�a�W�
SCALE: 3/4" = i'-o° jFRAME SGREW INSTAL�ED SERIES 20� w �z"�;
SCALE. 3/4" = 1'-0" � ¢�'�=W
- �U=omn
f11 m
N�°ns
�3v a
ALLOWABLE DESI6N PRES3URE {DOU$LE & TRIPLE WfNDdWS) PRESSURE Srtown� tr� THts TaB� �S �3`�
OVERnLL FOR INS7ALLATION CONOITIONS ONIY
ALLOWABLE b{32?3�3
WINQOW SlZE PRESSURE THE G6VERNIPtG DESIGN PRESSURE ON �z,tS !�� o:
� � MULLION S71LE FIXED SlSH aCTNE SASH �PO�� THE WINpOWS SHALI BE THE LESSER tit'`rr� �`�VV� /.+J z --��
FRAhiE FRAME REiNfOR,^,EMEtdT RflNFORCEtAE A3cESlNG RNL MEEIlNG RAi� & OF THA7 SHOWN Itd THE tNdNlDUA� .,°4�;=' �•.�',1 ,r � °
WIDiH HEIGHT �E EINFORCEMENT EINFORCEMEN NEGATNE) WINpOW'S S7ATE APPROVAI. OR THAT ���� ��.. �°•��'"" a � ,��.�
IN. IN. PSF ��:�W :.+ c,P:�" w � vr,°z
� ) � ) { ) SNOWN IN TNIS TABLE.
OOUBLE WINDOWS =� � � r ^-'� �,,� O �6t
72 53.5 I-BEAM NO N6 YES 35 ���: �Z �:., < �:�'- �
72 65.5 BN2 YES YES YES 50 HIGN PERFORMANGE �, qL� yy�NDOWS ARE RESTRlCTED BY 7HE 011tENStON5 SPECIfiED. =.o:;3 � r��'� � �
72 7z i-BEar� rES Na YES 35 wlNDaW z, TRIPLE WINDOW SHOWN. DOUB�E WINDOW ALSO APPUES. �,,�''�y'"^,- ,-•�:°��w �
gs 72 t- YES �tES vES 30 3. IF MORE THAN 3 WiNQ6WS ARE TO 8E �lU�LED IN ONE QPENING, %�yy�""'� '•j���;•' ORAWING N0. R .
7RIPLE WINDOwS P.�LOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE �lfp' '`�rssta 1572 D i
108 53.5 �-BEAM NQ NO YES 3S
COMPARABI.E lRIP�E UNtT �rt�s�k`� SHEEi N0.
708 72 h6EAM YES NO YES 35 2 oF �j I,
.. I�
onwrrv er: arncm er:
YRY �vS
xo,: ate
1-16 O1/]0/09
708" MAX. OVERALL FRAME WIDTH t08" MAX. OVER4LL FRAME wIDTH
48" MAX. INDNIDUAL 60' MA)C. INDMDUAL 48° MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 60° MAX. INDMDUA� 48" MAX. INDNIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2-To 3- 2-io 3- 4" 4" 4� 4" SIMIIAR 4" q" q" 4" �
A2
5 z
F
���SEE SINGLE WINDOW / �� / o
ELEVATION FOR FIN CLUSTER FlN FRAME SCREWS o
ANCHORS AT MULUON WHERE SHOWN AT
ANCHOR SEE SINGLE WINDOW I I HEAD MULLION END. �
REQUIREMEPfTS & � INDIVIDUAL WINOOW I ENDS SUCH THAT ELEVATlON FOR FlN INDNIDUAL WiNDOW
THERE ARE A TOTAL SEE "FRAME ANCHOR
POSITIONS AROUND WIDTHS ARE RESTRICTED ANCHOR WIDTHS ARE RESTRICTED
OF 4 POSITIONED AS REQUIREMENTS
WINDOWS TO DIMENSIONS SHOWN REQUIREMENTS & TO DIMENSIONS SHOWN
BUT OVERALL UNIT SHOWN. SEE "FRAME POSITIONS AROUND BUT OVERALL UNff TABLE" ON SHEEf 1
� FRAME WIDTH SHALL ANCHOR F WINDOWS FRAME WIDTH SHAL� FOR REOUIREMErfTS.
= REQUIREMENTS x
� COMROL c� CONTROL
w I I TABLE' ON SHEEf t w I I w c�v
� � FOR REQUIREMENTS� � � � F g^o
� � � �
a �
LL O � O ozao
a / X / X a / X / X c°�°� �
N I I N I I o go�^
r� ^ Z Wo�
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2
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� � � INST�TION � � � '�a`
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- —�D
EXTERIOR ELEVATION: 'FRAME ANCHOR REQUIREMENTS TABLE" ON 4' 4" 4' 4 4" 4" 4" 4" c� `
SHEEf 1 FOR REQUIREMEMS. o ?��^ti
MULTIPLE OPERABLE/FIXED WINDOWS NOTE CLIPS MAY BE USED AT HFAD ALSO �ERIOR ELEVATION: '� Wa�';
(FIN INSTALLED SERIES 10) IN LIEU OF FRAA�E SCREWS �n a=�a
MULTIPLE OPERABLE/FIXED WINDOWS W � 'W;
SCALE: 3/4" = 1'-0" � w�j�°_
ALLOWABLE DESIGN PRESSURE (FRAME SCREW INSTALLED SERIES 20� � W?���
¢J°u"
(XOX WINDOWS) SCALE: 3/4" = 7'-0" _�o�o
�V47 mma
+/-30 PSF
Z"�
PRESSURE SHOWN IN THIS TABLE IS FOR �3�
INSTALLATION CONDITIONS ONLY. THE �3°1
GOVERNING DESIGN PRESSURE ON THE �i�`'jS;;SS�/a�
WINDOWS SHALL BE iHE LESSER OF THAT ���e F�' ���v•`�e \ a
SHOWN IN THE INDIVIDUAL WINDOW'S STATE �'>'''v�. °` •.�y/�'`� _ �
APPROVAL OR Ti-IAT SHOWN IN THIS TABLE. e�CP'•,=�,••• • •••'G% oI o �'-'
.,.U,•'y M ��;1�'� a c� �c
��. U N
:W '7 rh � Q:e o � z
NOTE: --Z'� G v�°a..`. �I � ia
' •�'6,'•• °-:��
' 1. A�L WINDOWS ARE RESTRICTED BY iHE DIMENSIONS SPECIFIED. °�a`c'yb,�-°•..�•"����z° 3
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED d,f'�CO4�B'.4�La`� ORAWING NO. REV.
TO A MAXIMUM OVERALL FRAME WIDTH OF 96" 1�j7Z D
SXEEf N0.
' 3 oF 5
FOR MAX. FRAl9� WIDT3i, FOR MAX, tRAME WIDTH, ":'n.r� p1:`:im`
SEE WINDOW PRESSURE SEE WINDOW PRESSURE �*;_�s o+o����
TABLE ON THIS SHEEf TABLE ON THIS SHEET
A7
5 �4" MA)(.
b
FIN ANCHOR / /
WITHIN 2" OF F
CORNERS & 8" W
MAX. O.C. SEE � � o
"FRAME ANCHOR
0
REQUIREMENTS — — -
TABLE' ON THIS — — 78° MAX. O.C. �
= SHEEf FOR / _ /
w REQUIREMENTS. � �
x B1 B1 = 82 82
w 5 � S ° w S ° 5 �
Q oPPOSrtE � QPP�� FRAME SCREWS
� � WHERE SHOWN. ,�
'` SEE FRAME Z U M
ANCHOR °3�rn
� /� � j 9� �' REQUIREMENTS 4a a Q o
� — — � — _ TABLE" ON THIS _ a Z a o
^ n SHEET FOR �� �
/ / g" �, REQUIREMENTS. � c°�a��'
� � �o�r
z W°�
ao
, 3 ��
18" MAX. O.C. c�
� � � Z
� �
x �
w �
� ?
, a NO ANCHORS REQ' �4 M�' � �
EXTERIOR ELEVATION: nT H�o & si�� EXTERIOR ELEVATION: }
Si�IGLE WIiVDOW WITH TRANSOM SINGLE WINDOW WITH TRANSOM � Zm
o �`O
SCAIE: 3/4' = t'-0" SCALE: 3/4" = 1'-0" o z���
� t� :
ln W a=y i
w a�
K owi
ALLOWABLE DESIGN � W �
PRESSURE "' aF n��
"�U�omn
(WINDOW WITH TRANSOM) - �N u>m
WINDOW SIZE qLLOWqgLE o�a
PRESSURE �3 v
i
FRAME FRAME �POSITiVE �aSBlS!3Pi "3°�
(,N) H(IN� NEGATIVE) tieE�GC�.���,y��>i� W
��F) •.��4 .. •, /,y i d
30 76 35 �P��•M ••^�;f� ._ wn
46 76 30 `��y .. O; r� \N �a
•z �` � u 5: o No
:�1 '.Y
_��..:U � �:n� .c, z
�� �i 4?1C�1
`Z�'•.s Z ..'�`iJ I �i
d19��.���1a.....•"e���yv Z ¢
. ,c�°�79t E4Q��a�� 3
WING NO. REV.
1572 D
SHEET N0.
4 oF 5
.
DW1wN BY; p�FA:Km Br.
FIN AtJCHOR PER ELcdA7I0N SUBSTRATE BY OTHERS PER FRAME ANCHOR PER *Ak •�s
°FRAME ANCHOR EIEVATiON SU$Si'RATE 8Y OTHERS PER 7 J4° MAX. SPACE FRAME WIDTH— Ao*: wrc:
SEALAN7 BY REQUIREM�MS TABLE" "FRAME ANCHOR " �'�ro'
QTfiERS BEHiND •� - REOU(REMENTS 'fABLE" SU$STRATE BY
� OTHERS PER S
NAIL FIN ':.i��x'�.:.c�• ~ "FRAME ANCHOR
1/4" MAX. :'.�•�•'�';��:..� .� REQUIftEMENTS �
SEALANT BY '• ` a! ,,, � SFACE ;I,.t:-'1'`�c;�,:`::•.`,'-� 1 4" MAX. SHIM TABLE" SERIES 10 z
QTHERS �� :1:Y, �,. . . J ; WiNDOW
�AT EACH ANCHOR F�N ANCHOft PER FRAME �
SEALANT 8Y � ELEVATiON r�� oo W
J-CHANNEL Q OTHERS �
SECTION/NOSE IS SERIES 10 �
OP110NAL ANl7 WlNDOW SEAIkidT BY - a
NEED N07 BE FRAME _ � SERIES 20 OTHERS BEHIND �� ��rr--��
PART bF IHE <? WINDOW NAIL FW �° z
FRAME PROFl�E = EXTERIdR FRAME �. �
_
� � J-CHANNEL ;,:�-7
EXTERIOR Q = S£CTIONjNOSE iS �-'"r
SERIES 10 � � OPTIONAL AND I ;;;;�,� EXTERIOR Z��
Q NEED NOT BE . :: a c��a,
NtlHOQW oo � PART OF THE i.:%.,=•'`' SEAIANT BY ~a. Q
FRAME ('� � SERIES 20 "�'�: � ao
��--1 W3NDOW p FRAdAE FROFlLE QTHERS a�a �
SEALANT BY �L�J a FRAME (°l� !� SECTI{)I� � o o c�n
DTHERS �J 8 � lNSTA�tA?20N Ct3F $� 3 v cc�j'
a }� PER ELEVATION SCALE: 1/2 fU1.L 5 Q S°�m�
SEALANT BY ��Li 1/4" MAX. SHIM z �o�~
OTHERS AT EACH ANCHOR �ME WIDTH— 3 a N�
� � �1/4" AMX. SH�M Z
•• � :t: � •"^ � SU857ftA7E BY � �
:.�..s.s�' :r.',"f�°w;f.';. 1 4" MAX. z w
SFAI.ANT SY - =.;c,,.. y,: I QTHERS PER
SERlES 20 sy
OTHERS BEHIND ":'� :,'�� _ SNlM AT EACH CLIP ��E ANCtiQR .� �
.. . � .,,.�- - ��,_:.'�"..':�::'r. WINDDW �
NA(L F1N ° - - '- .. - " , a''... '?r-.•,: REQUIREMENTS Z �
FRAME �
FIN ANCHpR PER ELEVA710N S�B�STRA�CBY�RTHERS PER :��;;,(�'�T'``•`'-'�.� ,. ' _ 7pg�� o� vy �
• S£CT(ON A� � � , . ` INSTAUA710N CLIP SCftEW �
SG't�E: tJ2 FUi_t. 5 REQUlREMENTS 7ABl.E" SUBSTRATE 8Y OTHERS PER PER ELEVAiION (7 PER CLIP) •- Z c�o
l IN 1 IHAN A 2X_. BUCK „ Q W¢ �
REQUIREMEMS TAHLE" c�
TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE FRAME ANCNOR _ �Oo \ Z���
IS WiTHlN All.OWAHCE DiMENSiONS SNOWN tN SECTlONS). SECTIO� PEft ELEVATION ° c� ¢ `"
dM
SCAIE: 7/2 FULL 5 . � N �sa K��
� t IXTERIdR � W z���
$ �SUBSTkATE 6Y OTHERS , ��=omg
� PER °FRAFAE ANCNOR <'°�•,'.��: � 5EA�ANT BY _ ��m a
'� � REQUIREMEN7S TABLE" OTHERS �3��4
z
SEALANT BY� � 1.325_-��0.293 �3dS
OTNFRS ;_'::r r..�.'-"�
SECTI(}N
� FRAME SCREW PER ELEVA710NS � � � � 3^ 82 4
& "FRAME ANCHOR 0.060 SCAIE: tf2 FUk.L _ �; ite�fpi,f z, � ,,,_ �,
RE4UiREMEtdTS 7ASlE° ! +�` � `�?��'�F�s ° o ���
�' �. , r� sv °'
EXTERIOR � `,,��t :,
� � �'�� ���'.°� - °z
�K,.�i:vi � �o. � .
OPi'10NAL (SERIES 20LDIRECT MOl3M' DETAiL O1 iNSTALLA710N CLIP =��y � _' � a= a
TQ SUBSTRATE WlTH SPACER (�+1NY�) _�.0 • ��-:+,� G �
' (HFAD SECTION SHOWN, SIDES ARE INS7ALLED THE SAME) "� ;y � :_ 4
�Jl �'.,'� ,,.Y�` .�„ WiNG NO. REV.
{SlL� DOES N4T APPLY} i �r
(FOR DETAI� NOT SHOWN, SEE SECTIONS A2/4 & B2/4) f�f,�P`t�d C 9 F t�^�y� 5�02 0 5 D
t
Florida Building Code Online Page 1 of 2
_ . • '�
BClS Home [og In User Regfstratlon � Hot Topics �Submif Surcharge [afs&Facts Publica[ions F8C StaK BGS Site Map Llnks Search ��
I
a�A Product Approval �,
��,`-�.���u'USER.Public Use� �
�' I
i
P�oduct Aonroval Menu>Product or AanNcation Search>Avolrcafion Lisf>A pHcatlon Detall ��,
�L # L11372-R1
Flpplication 'rype evlsion �I
Code Version 010 ;
Application Status pproved �
Comments i
Flrchived - ''
Product Manufacturer Pella Corporation �
Flddress/Phone/Email 102 Main St. �
Pella, IA 50219 �
(641) 621-6096 ,
pellaproductapproval@pella,com i
i
Authorized Signature TROY FARR '
tbfarr@pella.com �
7'echnical Representative Alan Hughes
Address/Phone/Finall 2000 Proline Place '
Gettysburg, PA 17325 �
(717)338-1165
hughesaj@pella.com
Quality Assu�ance Rep�esentative All 'I.arghami �
Address/Phone/Email 102 Main St
Pella, IA 50219
(641)621-1000 i
-- zarghamia@pella.com i
I
Category Windows
Subr.ategory Mullions
�
I
Compliance Method � Evaluatlon Report from a Florida Registered Architect o�a Licensed Florlda ;
Professlonal Engineer �
I
Evafuation Report-Hardcopy Received I
�
Florida EngineerorArchitect Name who developed the Warren W. Schaefer, P.E. I
Evaluation Report ;
Florida License PE-44135 ,
Quality Assurance Entity Architectural Testing, Inc,
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Terrence E. Lunn, PE II
' VaUdation Checklist-Hardcopy Received �
I
Certificate of Independence FL11372 RI COI certlfication of inde�endence�df i
Referenced SCandard and Yea�(of Standard) Standard Year I
AAMA 101/I.S.2-97 1997
AAMA 101/I.S.2/NAFS-02 2002 �
AAMA/WDMA/CSA 101/I.5.2/A440-05 2005
I
Equivalence of Product Standards j
Certlfied By i
Sections from the Code �
I
- i
I
I
http:/1www.floridabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQwtDqvIL5K15SWldz... 12/3/2014 ,
� Florida Building Code Online Page 2 of 2 �
. , i
. I
- • I
i
- I
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�
ProductApproval MeChod ethod 1 Option D
i
� Date Submitted 9/12/2011
Date Validated 9/i8/2011 �
, i
Date Pending FBC Approval 0/12/2011
, Date Approved z/06/2011
,.. _ _...__. ... _._.._.. ._.._.. _.. .._.. ----.. _. .._..._..._�. _.. .._._....__.._.._. ._._
iSummary of Products I
i
;FL# Model, Number or Name Description �
' i
�11372.1 Series 10 Vertical Mullion Vertical Non-impacr mullion Series 10 Single Hung/Plcture
� � Windows !
�Lrmils of Use Installation Insfrucrions
i
; Approved for use in NVNZ:No FL1I372 RI II Orawinq 1612.pdf i
; Approved for use outside NVHZ: Yes Verified By: Warren W. Schaefer, P.E. 44135 �
; Impact Resistanl:No Created by Independent Third Party: Yes ;
! Design Pressure: +65/-65 Evaluation Reports '
� Ofher: 7'his mullion system is not approved for use in th High fL11372 RI AE Evaluation re ort WW5145. df ;
� Velocily Hurricane Zones(HVHZ). Mulllon Assembly, pres ure and Created by Independent Third Party: Yes
;installation requirements are to be as specified in the att checi ;
j drawing No. 1612. Job required design wind pressure sha l be
i r.alculated in accordance with the Florida Building Code C apter 16 j
�and ASCE 7 Minimum Design Loads for Buildings and Oth r ;
;Structures.
i
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I A� g• g P P PP_I P p Q q
TABLE 1.0 �w�' CNECNED Br: ,
GENERAI NOTES. 1�ULLION '�'z
I. THESE uULL�OU SYSTEMS��E 9EEN iE51EU,ANa�YZED k aP�RWED FOR CENTERLINE (SINGLE HUNG TO SINGLE HUNG) R����y' �"�`
DES�GN 7RE5SURE5 NOT TO E%CEED fHOSE$HO�MN IN 1HF. AILOwnBIE�ESIGN - ��/m
PRESSURE TABLE(S). '�A' "B�� MAXIMUM _
L OPENmCS.BUCKINC&BUCKirvG FAS7ENER5 I�USt BE PROPER�Y DESiCNED MULLION MAXIN.UM LOAD ALLOWABLE i
@ INSTALLED TO TRANSFER VlIND LOADS FR011 711E W�NWY!$AND THEIR 'NIDTH PRESSURE � $
MULL�ONS TO THE STRULNRE. �NDOW W�NDOW SPAN ��N.� (+/- PSF)
}. MULliONS&P0.5iENFRS SHAII BE IN ACCOR04NCE WITH THESE DiLA�VINGS CENTERLINE CENTERLINE ��N'� m �
k SHal1 NOT VaRY UNLE55 SPEGFlCJLLLY NENiIONED ON THE DFnwINCS. �1 ,
I SPECIFlEO ANLHOR EMBED TO 8lSE NATERinI SHALL BE BEYOND W/ll FlNISH OR SS 23.H
_____ __________ __________ _________ °
STJCCO. r---- tt - -, JJ Z4�
4. THESE UUWON Sl'SfEMS HAVE BEEN DESIGNEO IN ACCORDnNCE WI1H nraD I I I I a °�
NEEf THE REOUIREMENTS OF THE RORIDa BUILD�NL COOE(FBC)i0R NON-NICH � �II I 4� z�•9 - �
i V�OGTY HURRIGNE ZONES(HVF12). I � I I � I SERIES 1 O �
5. THESE HUlU0N5 ARE NON-IMPALT RATED.OPEMNGS IN WHILH THESE � I�I I THERMASTAR JQ 43 30.4 a '�
I MULLIONS ARE PL0.CED IAUST BE SHUifERED WRH A fLOR10A CODE APPROVE� 37 35.4 0
SHUTfER WM6tE REOUIRED BY CODE. � I �� I � SINGLE HUNG - �
6. ?1L lWOIOR$SECUWNG INWON TO PRESSURE 7RFATED BUIX$OR WOOD I �� � WINDOW UNDER 3� 4z z � a
FWJtING SH/LL BE CnPABLE OF RESISTiNG CORR090N UUSED B�'THE i I I � SEPERATE 27 48.5
� PRESSURE TREATING CNEUIGLS IN 7HE WOOD. I �I I
7. OEfERMINE THE POSRNE k NEW7NE OE9GN LOA05 TO USE WHEN � A1 I I I APPROVP,� 19 65.0 -
REFERENGNG THESE�OCUMF11T5 IN ACCOROANCE WITH THE CA�ERNMG CODE O I 4 �I �
Ml�GOVERNING WIND VELOL77Y. FOR WIND LW1U CALCUTATONS IN ACCORDANCE � $`J 29.3
� WITH THE FLORIDA Bl11LDING CODE A DIRECiIONAlJ7Y�PLTOR OF Nd=0.85 IMY � I �I� � S3 3D.M1
BE nPPL1E0 PER THE ASCE 7 STANOPRD. m i � i i � i 4� 3y..3 3
8. NO wINO OURATION FACTOR INCRFJSE IN ALLOWABLC SiRE55 H0.S BEEN
USED M THE CQ27IFlGT10N OF 7HI5 PPODUCT. � � I I � 43 3�4 �
9. tJATERIALS,INCLUDWG BUT N0T L1A1(IED TO STEEL SCREY5.1HAT COUE INTO I I I I
CONTAC'f WITH OTHER DISSIAIIIAR MATERIAlS SHALL M�f THE REOUIREMENTS OF W S4 3� 43.5 Z
FLORIDA BURDING CODE CFiAPfER 20. N I I I I � '�
10.TO THE 86T OF OUR NNOWLEDGE.7NE uUWONS SHOWN HEREIN ARE I j I I j I �� 51'9 W Z U n
OUAUN ASSURED BY A FlORIDA STATE APPROVED CERiiFlCATION/OA ENfITY& ¢ � �I� � z7 59'6 � �a n p�
SHpLL 9E IABELID IN ACCOROANCE k71H 7NE FBC h�D THE 9N-3 FLORIDA -
BUILAING CANNISSION SPECIFlCATIONS. THESE DRA�vINGS SHOW nlL APPLICABLE taii � �� � 19 6S.O ~ <p
U O w a
�nauulrrE ura�rsis corvomoNS ns � I I � 55 47.1 a o o�'"'
�ETERNMED THROUGN TFSiING&ENGINEEWNG RA7i0NAL ANAL �. p
A55EMBLY SMALL BE IN ACCORDNICE vlffFi TH6E ORAWINGS,THE � I I I •
MANUFMNRFR'S OUAUtt lSSURPNCE SPECIFl[ATIONS h TESTING REP�RfS. j I / ' I I / ' I 4� 45.1 C� S n"m n
!! C3?IRG4ilON OF 7NESE NUWONS SNG[L BE CONSiDERED VOW iF THEY ARE � � !I I Z ,�o Y�
p15TALLED YlrtHOIIf A BUM�1G PER4R FROU THE nPPLICaBLE LOUI BUILDWG � I I � 75 43 52.6 = �oo F
�EPARIUEM OR IF THEY ARE INSTALLED BY a`C(ONE OTHER iHnN a UCENSED x ,
COMRACTOR E%PERIENCED W�N YnNDOW INSfAlUT10N5. ¢ � I�I I 39 SS.O �v
� I � I I � I 37 61.1 �o W
�
° � I I I 31 65.0 ?��
� i i I 53 52.8 ���
4UWON k ANLHOR EVPLUATION IS 80.5ED ON PPPLICABLE STPNDARDS PND/OR �� � � �
WFORNATION h RFSULTS FROM APPUCABIE TEST REPORfS. TME ROR��A �
BUILOING COOE VERSI�N CONSIDERED WfiH TNE E�'�1lUAT10N W/S THAT IN I FOR "LOAD WIDTH", SEE TABLE.7.0 � 68 43 65.0 �n¢�
FORCE AT THE TIME OF THE EVALUAl10N. IN THE E�ENT 0�CODE�ER40N I (LOaD WID'TH = (A+B)/2) �
CFWJGES/UPDATFS OR IN THE E��ENf 1HAT NEV.'OR 0.DDR�ONAL TESiING IS I I S3 5�.9 �� �
CONPLEfm ON 7HE REF6tENLED PRODUCf.PRiOR i0 STAIING CODE I �� I 62 G] 6S.O (W � �� m
CAMPLIANLE Nl11N TME STATE.THE NN'7UFACR1ftER SMPll.CONFlRU WIIH iHE � j �� j I �
EVAIUATION ENGINEER OF RECORD 7FIAT 1ME INS�ALLATIONS SPEQFlED HERE-IN � �� � 53 64.1 �� Zv i r Y
ARE CURREM WITH iflE THFN CURRENT TESiING,COOE AND PPPUCABLE I I I p �
� 52 65.0 �Z c�
(nJ Z 'Z�n
srnrionaos. �_ J rvorES. ¢¢ w¢
- -------- --------- _i
-------- --------� -
�T 1.92E vnLUES w inBlE ME+/-�/2- �U a�W.
� � 2 THE LESSFR OF THE PRESSURE SHOWN IN THIS TABLE W� W �
ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: � OR THE ALLOwABLE PRESSURE STATED IN THE�'�INDOwS xw Wz��r
ALL ALTERNATE ANCHORS IN THEIR SPECIFlED SEE "MUWON END CUP ASSEMBLY& INDMDUAL PPPROVA�SHALL LONiROI AS PLLOWpBL£FOR F-> ¢J_��
SUBSTRATES HAVE BEEN ANALYZED �N ACCORDnNCE INSTALLATION DEfAILS' ON SHEEf 4 FOR CLIP r�E uuuFO uNR. y��om=
ANCHOR REQUIREMENTS TYP_ AT HEAD EC SILL. 3.PRFSSURES FOR SIZE CONOITIONS BEIWEEN iNOSE ��rn m a
WITH THEIR APPLICABLE STANDAR�(S) AND ARE FOUND � ) SHOWN IAAY BE INTERPOIATED. r z��
TO BE EOUIVALENT TO OR STRONGER THaN THE �CTERIOR ELE�/ATION; �3� `
a`JCHOR(S) USED IN TESTING WITH THIS PRODUCT SINGLE HUNG TO SIN6LE HUNG 3
�3'�
SCALE. 3/4" = 1'-0" ;'� ': �d�j,��;�,' W
(THERE IS NO UMIT ON THE NUMBER OF WINDOWS 1HAT MAY BE COMBINED ;�QF''��� �����"''=u�„",'� ^ °
HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO •�,,Q -� ��;� o ° w�
SUPPORT ALL LOADS TRANSFERED FROM THE WINDOWS & THEIR MULLIONS) _`f;;'� � ��:� Q U»
- "�G -« U
=S'.` �G- S :� G:'� � C7 �^Z
ti:.
'iJ''3 n S=, .�. � = 3ei i
�•3;� 7 `✓1� `„�d' V � �
Y__
' �i . :,��.i6 3
� �;1.✓...�'�Y; '
" ' oruvnNC r+a. rstv.
1612 A
SNEEf NO.
1 oF 4
TABLE 2.0 oMwRy: CwECKCSOr:
(SINGLE HUNG TO PICTURE) �;� '�T`„
MULLION 09�0$�0B ' •
CENTERLINE MAXIMUM MAXIMUM LOAD ALLOWABLE �
"A �8 MSP��N WIDTH PRESSURE °
WINDOw WINDOw ��N� (IN.) (+/- PSF) }
CENTERLINE I I�I I CENTERUNE 53 24.2
---------- ---------- --------- 45 27.3 =
�--------- � o
I II I 39 30.7 -
SERIES 10 I � II / I SERIES 10 90 z7 42.6
THERMA57AR I I�I I THERMASTAR o
I I I I PICTURE WINDOW
19 59.3 �
SINGLE HUNG I I
WINOOw UNDER � II I UNDER SEPERATE 17 65.0
SEPERATE � II � APPROVAL 65 & GREATER 27 1
APPROVAL � I qz �I I I 61 28.0
o I 4 II � I 53 30.4
w 1 I�I I 45 34.2 3
m I � II � I 84 39 38.2 0
� I III I 37 39.9 � �
�' � I �� I � 27 52.7 w Zc"'.>n
`" I � II I 19 65.0 � �S^�
Q I I�I I 65 & GREATER 40.1 v o W a°o
a I �� I � 61 40.8 � �J a
z I I II I ,� oo�,."'
0
� / I 1 I 75 45 49.1 c� s�m�
� j / I II I j 39 SS.O � w°o�n
I II I 37 56.9 = aOw
c�
� I � I�I � I 30 65.0 �o W ��
I I I I 58 & GREATER 62.2 ?��
° I I II I 62 53 63.3 0��
I I I I 45 65.0 �F�
I '
I FOR "lOAD WIDTHI, SEE TABLE 2.0 I 60 S7 & GREATER 65.0 v�¢�
w a o,
� (LOAD WIDTH = (A+B)/2) � t�SIZE vaLUES iN 7aBLE ARE+/-1/2" w� Z� m
i �� � 2.THE L£SSEFi OF THE PRESSURE SNOWN IN TkLLS TABLE N Z W -
OR THE ALLOWABI£PRESSURE STATED IN THE K'INDOwS p w< '
� � I I // I INDMDUAL APPf20VA�41ALL CONiRDL AS ALLDWABLE FOR a Z Z��"+
� �� I niE uuuEO urirt. �- c� o�a
� I I � 3.PRESSURES FOR SIZE CONORIONS BEIWEEN THOSE ¢Q Wa Z°n
SHOwN NAY BE INiFRPOIATED. �U a�z:
�--------- ------ �— —� -------- ---------� �t= W��oS
-- �� w� � "g-
F> Z
S
��SEE"MUWON END CL1P PSSEMBLY & =J���
(nU�o�$o
INSTALIATION DEfAILS" ON SHEET 4 FOR CLlP �°1� a
ANCHOR REOUIREMENTS (1YP_AT HEAD &SILL). ;�L.='" ,• �3��a
::�o�q°��'•.
EXTERIOR ELEVATION; - ��� .•��--•-•••.:r�t;, g��
SINGLE HUNG TO PICTURE WINDOW ;'<-;: ,�, �','.�;,-_
..� ,
SCALE: 3/4- _ �•_p° ;:�;:.� :+i .: v'�;�- w
a�':-
THERE IS NO LIMR ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED ``';� � ��s "� Z n
HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO =y:u �` �� ` `'� ° LL.
;�C �e�> F ar
SUPPORT ALL LOADS TRANSFERED FROM THE WINDOWS & THEIR MULLIONS) �`"'� .`--_� :1 4";:�',.: u � �o
%�'- ` �: � c� '"z
'`i ��l, . W �
_.. ..+. Q
' -•-����1•.., V
� it/:.
Q
3
pRAWING N0. NEV.
1612 A
SHEEf NO.
2 oF 4
TABLE 3.0 °�""�' °"`"`°�` '
wAx �,vS
(PICTURE TO PICTURE WINDOW) "��� °"����� ' •
MULLION MAXIMUM
CENTERUN[ MULLION MaXIMUM LOnD nLLOWABLE �
"A" 'B" SPAN
WIDTH PRESSURE °
(IN.� (IN.) (+/- PSF� �
WINDOW WINDOW 39 25.0
CEtiTERL1NE I f i I I CENTERIINE 37 26.2 _
�--------- ---------- ---------- ---------� 96 27 35.0 �
I II I 18 48.7 w
I II I 14 65.0 0
I // II // I SERIES 10 -
� �I� � THERMASTAR 53 24.2 �
45 27.3
� I �� I � PICTURE WINDOW ¢
I II � UNDER SEPERATE 39 30.7 �
I I II I � ApPROVAL 90 37 32.1
I II I
I A3 II I Z� 4Z.6
o I 4 II v I 79 59.3 3 �
� W N
W I I�I � 17 6S.D O OS��
m I � II � I 61 28.0 � �aQo
� I III I 53 30.4 W �z�-o
'W' I I I j 45 34.2 j o o�"''
`� I I I � 84 39 38.2 � �'a�M
m�
Z II I 37 39.9 a go}�
N � � �� � � wOO�
o I � I I � 19 65.0 c� �'
J � I �� I I 75 & GREATER 38.8 �
� I I I I 61 40.8 = �
5 I II I WZ '
I i I I 53 44.2 �p�
¢ I I�I I 75 45 49.1 Z��
� � I �� I � 39 55.0 ��`
o I II I o�� .
�- I I I I 37 56.9 ��
I I 1 I 30 65.0 w a �
I �� � 62 &,GREATER 61.9
I FOR "LOAD WIDTH", SEE TABLE 3.0 I 62 53 63.3 v�� ��
� (LOAD WIDTH = (A+B)/2) � W � � m
j II � 45 65.0 QZ Z���n
i �j I I �j i 60 60 & GREATER 65.0 N J z
a�:�
I I 1.�SIZ$E VAlUES IN T48LE ARE+/-i/z- �� W a=w'
I I 2.THE LESSER OF THE PRESSURE SHOWIJ W THIS TPBLE �~ � -°o'
Wd' W�� _
------ ------- ---------J OR THE ALLOWABIE PRFSSURE SfATm IN IHE YlIND01Y5 Fj W2�o�n
� i e
--------_ - - - - - INOMUUAL APPROVA�$HPLL LONfFtOL AS ALLOWM1BLE FOR
���� Q H.°�x..
�� THE NULLED UNR. - �U�o�o
3.PRESSURES FOR 92E CON�ff10N5 BEfWEEN iHOSE �y�ma
SEE 'MUWON END Ct1P ASSEMBLY & SHOWN MAY BE IMERPOLATED. � z„�
INSfALLATION DEfAIIS� ON SHEEf 4 FOR CLJP ? =3� a
ANCHOR RE�UIREMENTS (iYP. AT HEAD & SILL). �3� �
EXTERIOR ELEVATION:
PICTURE WINDOW TO PICTURE WINDOW ;,.�;��y,'���,�,a., a
.��„
SCAIE: J/4" = 7'-0" `�� '. -.,�L Z W;,
(THERE IS NO LIMIT ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED :,L� n `•�y °- Qg
HORIZONTALLY INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO ���:� M -�'�`�:� � =Z
�°
SUPPORT ALL LOADS TRANSFERED FROM THE WINOOWS & 1}1EIR MULLIONS) =o'a a �- �., >� K�� W iw
.� ,� - ;� " d
`L 4i ' U
�J.' �}' 'a1 :�,
�'(�t � • ',''���('.``` 3
" y' �°'�g�R� DRAWWC N0. REV.
. 1612 A
SNEEf N0.
3 oF 4
OR.�rn+Bv: Ct�C<KEO Br:
� z N0. 10 X 1" SMS �E."s �
EXTERIOR �SCREWS (4 PER CLIP) ���'"' °'�°'�0°
� � � � } � �" „ �
�O �SFALANT 8Y
EXTERIOR OTHERS � U I � 3 _
L
N0. 6 X 3/a" z •. -- L tifax. 1/8" THICK
SELF TAPPING SECTION q� ' SHIM PLATE WHEN REQ'D BUiYL SEALANT o
SCREW WITH 5" SCALE. i/2 FULL 4
PAD (2 F1�CH �
OF CORNERS & " , ,
MAX. 16" O.C. (SINGLE HUNG TO SINGLE HUNG) � MULLION ANCHORS PER "FRAME Z END LOCATION)
;.,.,:.:/' =' . � � ' • -' ANCHOR REOUIREAIENTS TABIE" � �
Z .:. _- ,.-'- . _ ,..,. =„�- .:-.::.! , . (4 PFR CUP)
SINGLE HUNG � PICTURE . SUBSTRATE BY OTHERS PER "FRAME
WINDOW WINDOW SEAIANT BY OTHERS BEHIND ANCHOR REQUIREMENTS TAB�E'� 2
� MULLION END CLIP 3 Z WN
N0. 6 X 3/4" SEIF MULLION END CLIP INSTALLATION DETAIL CONTINUOUS o ° g�m
� TAPPING SCREW WITH S° OF SCALE: 1/2 FULL BUM SEALANT 3 � a o
CORNERS & MAx. t0 O.C. TAPE (4 PER o Wa°
EXTERIOR �0 MULLION) MULLION END CLIP � � � _v
� o o�"�
No. e x 3/a' ASSEMBLY DETAIL � c, ���
SELF TAPPING EXTERIOR SCALE: N.T.S. a S a�^
J � n
OF CORNERS & • a oW
MAX. 16' O.C. SECTION ;,2 z �=
SCALE. 1/2 FULL 4 �� 3 7 100 =
(SINGLE HUNG TO FlXED) CONTINUOUS WOOD MEMBER LESS 0.500 � W Z� -
SEALANT BY IN SIZE TH/aN A 2X_ BUCK TO BE �o w
t Z OTHERS �MIN. 4 1/2° DEEP NOT REOUIRED 0.500 (iYP) z��, �
WHEN SHIM SPACE IS WITHIN � � ���
N0. 6 X 3/4" SELF , • AILOWABLE DIMENSIONS SPECIFIED ' o�' '
TAPPING SCREW WITH 5" OF IN CIIP INSTALLATION DEfAIL. 2.J50 ^��
�P.P� tn a
CORNERS & MAX. 1 D" O.C. " """; : _ � �� Z�
�� �O SEALANT BY OTHERS.BEHIND�, . • • I . � � �� �
MULLION ANCHORS PER o W¢
MUWON END CLJP �z ���^�
'FRAME ANCHOR � � N
SUBSTRATE BY OTHERS PER "FRAME REOUIREMENTS TABLE" Q Q W<�`;
ANCHOR REOUIREMENTS TABLE" (4 PER CLIP) —� �� o-��:
EXTERIOR Z OPTIONAL DIRECT MOUNT DEfAIL o.s�e ° ° =W �Z=��
SECTfON � TO SUBSTRATE WITH SPACER �-- � ° ~' _��.,W
a� �..
SCALE. 1/2 fULL 4 �O=°m=
�a'z��°
(FlXED TO FlXED) � N�� d
MULLION END CLIP ANCHOR REQUIREMENTS TABLE �ia�
CLIP SCREbVS �--��8�6—� � �
OPENING TYPE MINIMUM MINIMUM D.080 •��� ���-'+�+.'h,`� ° n I
CIIP TO OPENING FASTENER lYPE . -, �.�,R.,.-,'- z �+
(SUBSTRATE) EMBED EDGE DIST. � '..-•�� w_
. a. '""r,c'•' ° �
MIN. 2X_ WOOD FRAME OR BUCK �2.060� ��' .� '���; � �'
N0. 10 SMS OR WOOD SCREW 1 1/4' 3/4" 0.060 � ' 1 s t '" � � '"�
(MIN. GR. 3 & G=0.55) 2.980 I k250 �:=`:;'= W 3�
MW. 18 GA 33 KSI METAL STUD N0. 10 GR. 5 SEfF TAP/DRILI SCREW FULL 1/2" � �-$��� ^`��' f, ; =;-=
A�IN. i/8" THK A36 SfEEL N0. 70 GR. 5 SELF TAP/DRILL SCREW FU�L 1/2" � 0 29�T� 1� �—' " �. ,�+y U Zn
�, �C �;::�.
� � 7�c'�� pd
MIN. 1/8"THK 6063-TS ALUM. N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' 2 4.520 � 3
MULL COVER �
C-90 CMU/2500 PSI CONCRETE (�1 1/4" CONCRETE SCREW I 1/4" z" O VINYL �''i ;,:,:,�'.��-`^ DRAWING ND. REV.
Oj MULLION • . ;-��r:,;i �61 Z A
(7)CONCREfE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED 6061-T6 ALUA�INUn4 3O MULLION EN� CLIP ' ,�'?'''= sHecr No.
HEAD TAPCONS OR HILTI KYVIK-CON II (HARDENED STEEL OR 5.5.). 60o1-T6 ALUMINUM
4 oF 4