HomeMy WebLinkAbout15-16148 CITY OF ZEPHYRHILLS
- ' S335-8TH STREET
� (sis)�so-oozo 16148
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Nurriber: 16148 Address: 4801 AIRPORT RD STE 210
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: 13-26-21-0130-00200-2100
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 4/07/2015 Name: CAMACHO LUIS
Total Fees: 75.00 Address: 4801 AIRPORT RD STE#210
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/07/2015 Phone: 813-546-9554
Work Desc: REPLACE 5 WINDOW UNITS S/S
CONTRACTOR S APP-LICATION FEES
LOWE'S HOME CENTERS I C BUILDING FEE 75.00
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Ins ections Re uired
FOOTER 2ND ROU H PLUMB MISC INSULATION CEILING
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 comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site fi) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be 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 property. 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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uilding Department /�/(��{
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Date Rece6v�d ,�-3i--(S '!
PhoneCon ctfor.Permittin �'�3 ZE� _�y6S'
Owner's Name �-�►i S G�y�'`���'a Owner Phone Numbeir �S'f3 �s`/� -`'7 sS Y
Owner's�Address �°f'�O i ¢�i2 T �Cl �2-iE3 Owner Phone Numbeir � ,
, �Fee SimplQ Titleholder Name Owner Phone Number
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Fee Simple Titleholder Address i _J
JOB ADDFBESS � D�� ��r2���T �� '� /O �Z-2P�YH�f�S FL 3 3�S/Z LOT# Z� � 1
SUBDIVISION ZePti yc2 �S�-r�s pA CEL ID#�3'2fo`2�' �ti 3d �C���-Op -- 2.1 o q 1
I (OBTAINED FROM PR�DPERTY TAX NQTICE)
WORK PROP.OSED e NEW iCONSTR B AD /ALT � SIGN Q Q DEMOLISH
INSTiALL RE AIR
PROPOSED USE [�. SFR [_] CO M � OTHER � I
TYPE OF CON3TRUCTION Q BLO�K Q F ME �� STEEL Q , �
DESCRIPTION OF WORK /��P��C J°�w i N�o I/�N B TS i��J '� v(�eN i nJg s ��'i.er �S o�� J
�Llf lSZo�.«-,1/
BUILDING SIZE SQ FOOTAGE HEIGHT C�
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�[iUILDING $ 2y��r�� VALUA ION�OF TOTAL CONSTRUCTION
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[�]ELECTRICAL $ AMP SE VICE Q PROGFtESS�ENERGY CI W.R.E,C.
QPLUMBING $ ;'� ��'i'� ��0��
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QMECHANICAL $ I VALUA ION;OF MECHANICAL INSTALLATION �"� S� �Q
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QGAS Q ROOFING Q SP CIALTY '[_] OTHER
FINISHED FLOOR ELEVATIONS FL �OD ZONE AREA QYES NO
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BUILDER �j�^��-�� � �� COMPANY •l-a+.�-e S _l-�csro�, C e NT'e2� � ,
S I G N A T U R E ��" !'-'�v'- I R E G I S T E R E D Y I N F E E i G U R R E� Y/I f
Address o Qo u � �� ��A� �� 3�'��y License# G�oG � J(� ��� �T �
ELECTRICIAN � COMPANY 1
SIGNATURE I REGISTERED Y/ N FEEE GURRE� Y/N
� �Addr�ss License,#
� _lPLUMBER I COMPANY
SIGNATUF�E I REGISTERED Y/ N FEEi CURRE� Y/N
Addr�ss I License# 1
MECHANICAL COMPANY J
SIGNATUF�E i REGISTERED Y/ N FEFc CURRE� � Y/N
AddrQSS ' License# I �
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OTHER � COMPANY 1
SIGNATURE I REGISTEREp Y/ N FEE's CURRE� Y I N
� Lfcense�# J
Addr�ss I
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RESIDENTIAL Attach(2)Plot Plans;(2)sets�of Bullding Plans;(1)set of Energy Forms;R-O-W Perm(t for inew construction,
`Minimum ten(10)working da�s after submittal dat . Required onsite,Constructlon Plans,�ttormwater Plans w/Silt Fence fnstalled,
- Sanitary�FaclllUes&1 dumpster,Site Work Permit�or su6divisions/laqae projects =---- --`=� -- - --- —
COMMERCIAL_ Attach(3)wmple4e sets of B�ildtng Plans plus a Life Safety Page;(1),set of Energy Forms.R-0=W Permlt for new conshuction. �
Minimum ten(10j workfng daj�s after submittal dat^, Requlred onsite,Construction Plans,�.�toRnwater Plans w/Slit Fence installed, -
Sanitary Facflities&'1 dumpster.Site Work Permit or all new projects.All commerclal requii•ements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'•""PROPERTY SURVEY re�uired for all NEW co structlon,
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Directlons: �
F(II out application completely, �
Owner&Contractor sign back of applicatior�,notarized
Ii over 52500,a Notice oi Commencement Is required. {A/C pgrades over 57500)
'• Ageni(for the contractor)or Power of Attorrjey(for the owner)wo Id be someone with notarized letter frorri owner authorizing same
OVER THE COUNTER PERMIITING (Fro�t of Application Only)
Reroofs If shingies Sewers Service U�grades A/C Fer�ces(PIoUSurveylFootage)
Driveways-Not over Counter if on public ro dways..needs ROW
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NOT9C�OF DEED RESTRICTIONS: The undersigned understands t at fhis permit m y be subject to"deed°�restrictians°
whicla rnay be more:restrictive th�n(C.ounty regulafbns: Tfie undetrsi ned assumes r:esponsibility for,�compifance with any
appiicable deed restricfions. '�
UNC6CENSED C13NTRA�TCIRS AI�ID GUNTRACTOR RESPONS! ILlTIES: If the owner has F�ired a contrac#or or '
contrac#ars to undertake work, they may be required.to be Ilcensed i accordance with state and local regufations. If fhe
contractor is not Ifcensed as requlred by law, both tfie awner and c ntractor may be oited for a misdemeanor violation
under state law. If the owner or fntE,nded contractor are uncertaln s to what licensi g requiremenfs may apply for the
� inkended work, they are,advised to cr�ntact the Pasco County Buildin inspection DEvisi n—Licens€ng Sec#ion at 727=847-
8q09�. Furthermare, if fhe owner h.as hired a contractar ar contra tors, he 3s advls d to have the contractar{s) sCgn
parti�ns of the °c4ntractor Black" of,fhis applicatlon far whfch they w II be responsible� If you, as the owner sfgn as the
contractor, that may be an Indicatior� that he is not praperly Ncensed and is nnt entitle�d to permitting privileges in Pasco
; County. �
TRANSPORTATION IMPACTIUTILI'�TIES IMPACT AND RESOURC RECt3VERY FE�S: The undersigned understands
that Transportation Impact Fees and�Recaurse Recovery Fees may ppiy to the canst uction of new buildings, chang� of
use in eXisting bui(dings,.or expansi+'�n of existing buiidings, as spec fied in Pasco Ca nty C}rdinance number 89=07 arid
SO-07, as amended, The undersigned also understands, that such ees, as may be ue, will be Eden#ifled at #he time of
perniitting. It is further understaad that Transportatlon Impact Fees �nd Resource R covery Fees tnust be paitl prlor to
receiving a "sertiflcate af occupancy" or�inal pawer release. !f the prolect does not i �volve a certificate of occupancy or
final power release;the�fees must���e paid prior to permit issuance. FurEhermore, if 'asco County�Wafer/Sewer Impact
fees are.due,.#hey must be.paid pria��to permlt(ssuance in accordanc �with applicable asco County;ordinances. -
COMSTRUCTION LIEN LAW(Chapiter 713, Fiorida Statutes, as a ended�: If va(u ian of work is $2,500.00 ar mare, i
cerfify fihat I, the applicant, have�15een provided with a copy of he "FEorida Con�truction Llen; Law—Mameowner's
Protecfion Guide" prepar�d by the F�'larida Department o€Agriculture and Consumer ffalrs. I#the�applicant !s someane
othar than.the"4WR@f°� 1 eertify that I have obtafned a copy of the ab�ve descrlbed doc�ument and promise in goad faith to
deliver it to the"owner"prior fo cotrinnencement. �
Gt?tVTkAGTOR'S/OWN�R'S AFI�lC►AVIT: I certify#hat all the infar ation (n this appll'cafian is accurafe and that all•work
will be done in campliance with all ��ppiicabie laws regulafing consfr�ction, zoning an land development. Applica#ion is
her�sby made to ob#ain a permit tc� do work and installatian as i dicafed. I certi�i fhat no work or installation has
cammenced prior to issuance of a �permif and that ail wark wili be perfarmed ta meet standards af a!i laws regulating
con5truction, County and City coders, zoning regulatians, and land development re�ulatEans ln the JurEsdlction. I also
certify thaf i understand fhat the regulations of ottier government ag racies may apply to the intended work, and that 1t is
my responsibility ka{dsntify what actgons ! must kake to be In complia ce. Such agenci s inciude buf are not limited to:
- Department of Environrnental Protection-Cypress Bayh ads, VUe#(and Ar� as and Environmenfally Sensitive
Lands, WaterlWasfewater Treatment.
- Sauthwes� Florida W��ter Management Dis#rict-Well , Cypress Ba�heads, Wefland Areas, AEtering
Watarcaurses.
- Army Carps of Engineer,s-Seawalls, Dacks, Navi�a�le W terways.
• Qepartment of Healkh� �& Rehatiilitativea ServiceslEnvlronmental Health nit-Wells, Wastewater Trea#ment,
Septic Tanks.
- US Environmental RrotEiction Agency-Asbestas abafeme t.
- Federal Aviation Authority-Runways. . �
1 understand thaf'the following restri+�tions apply to the use of fill: -
- Use of fiit is r►at allowed!in Fiood Zone"V°unless expres ly permitked. �
- 1€ the ffll materia! !s to be used En Flaad Zone "A", i !s understood t, at a drainage pian addressing a
"compensating volume"'wiU be submltted at time af per itting which is pFepared by a professional engineer
licensed by the Stafe of'Fiorida. '
- If the fili maferial is fo be used in F(ood Zone "A" in cannection with a�perttiitted buiiding using sfem wall
cansfructlon, I cerfify fhraf fill will be used anly to fifil the a�Iea within the stem wali.
- tf fiil material is fo be used in any area, i cerfify that use af such f�il) wlll nat aclversaly affect adjacent
prnperties. if use af�!i'!s faund to adversely af#ect adJ cent propertles, the owner may be cfted for violating
the condltions of ttie buElding permit Issued under the ttached permit a�plication, for lots less than one (1.)
acre whlch are elevated by fill, an engineered drainage lan is required. I'
If I ;�m the AGEN7 FOR THE OVUN�ER, I promise in,good faith to inf rm�.the owner of the permitting.conditions sef forfh in
this affidavit prior to commencing c;onstructian. ( understand thaf a separate permit.�nay be requited for etectrical wark,
plumbing, signs, weiis, pools, air conditianing, gas, or other install tions nat speciflcaily Included In the applfcat#on: A
permit issued shall be construed fa�be a flcense ta proceed wftti'th work and not as�authority to.vlolate, cancel, alter, or
set aside any provislons af the technfca! codes, nor shall issuance o�a permlt preven�the Bu1ldErig afficlal from thereafter
requiring a correctiorr of errors in pls�ns, constructlon or violations of�ainy codes. Every permit issued shall become invalld
unless the work authorized by sucri permit ls cammenced within si monfhs af permi'f issuance, or if work aufhorized by
the permit is suspended or abandoried for a period of six(6) manths affer the time the�wark is commenced. An exfension
may be requested, (n writing, fram the 8uild(ng Official far a periad not fo exceed nir�ety (90j days and will demanst�ate
justifiabie cause for the extension. (f work ceases for ninety{90)cansecutive days, Eh�jab 3s considered abandoned. ;
WA,RNING TG OWNERc YUUR FAILURE TO RECORD A NOTI�E OF COMMENCEMENT MAY RE8UL7 IN YOUR '
PA'YING TWlCE FOR lMPROVEME:NTS 70 YC1UR'PR"OPERTY: I YOU iNTEND Tb 06TAiIV FIWANCMNG, CON�ULT
- WI1tH YOLOR�LENDER(�R AN ATTORNEY.BEFO E RECORDiNG YOUR C1TI E�F CO EN�EMENT.
FLORfbA JURAT(F.S. 11•T.03j V ! - v� ,
� OWNER OR AGENT_ _ _ _ _...___� _. - `— � CONTRACT R� '' �\�����,,�.�__ _.—"_
Subscr(bad and swom M(ar afflrmed}before me this Subscr(bed an to{ f�rmed)-,.efore me thfs �
bY � ��Y ' -�...�.� -�.._.
Who!s/are personally known tn me or has/h�,�ve protluced Who Islare pe son y known to me �r has/have prod_ce
as(denNficaBon. � as Identi8caflon. �
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_.._. _..Notary F'ublic � Notary F'ubl3c
Commisslon No. Commission o. �
Name of Notary typed,printed or stamped Name of Nota� typed,printed or staFnped �
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: C�V(.�� '�8`Y�'L ��C�
Date Received: �"J� �� ��
Site: �'��� �i r par� �D� �Z j�
Permit Type: `�,(�Q� LjJ Lc���(�OGC� ��S
Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
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Kalvin witz —P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
2015-03-27 11 :42 isoprt 75 8138389008 » P 2/9
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+_ 'docur�enf,ih$:Terins and Condkions'InclUded.wfth`:Itils d'oc.�imeql,�d�aoy,btheT:addenda artd.attactimehts her�td;sfiell bs�referted,to:lierefn a;this"Contrad:"' .'_ • •
-. FI�ASE REAT�:ALL,TERMS,�ND;,CQNDRIONS ON'THE jtE(/ERSE SID�E:qF.rtH18,PAGF'ANO FOLLOWINO F/(OES EiEEORE'SIGNING. "' ' �
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INS7ALLATION STREET ADDRESi �� CITY STATE ZIP
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NOTICE TO USTOMER—PR[C:E CALCULATIONS:In.order to properly perform the installation of certain Goods,the Contract Price m��y include more
Goods than actu�lly will be insta3led based on the measured square footage of the Project Area.As a result, the parties agree that the lump-sum Price
stated in thfs Contract Is calculate�d uPon both the value of estEmated Goods required to fuifill the Contract(inciuding waste),which may exceed the actual
square footage of the Project Area,and the labor which may be estimated.based on the amount of Goods required to fulfill the Contract(Encluding waste).
By signing this Contract below, Customer acknowledges rece(pt of thls notice and agrees and understands that the Price includes these costs which may
not be refunded once the Installa�tion Services are performed.
N0710E 70 CUSTOMER: Fedei�a{law requires Lowe's to provfde you w1Eh the
pamphlet Renovafe Rlght.By signing thEs Contract,Customer acknowledges Contraet Total � i�JJ
having received a copy of this��amphlet before work began informing Customer
of the potentiaf risk of the lead hazard exposure from renovation activity to be *applicable taxes included �
performed in Customer's dwellEng unit.
HOT�: If rotted wood is discovered during installation additional charges wlili apply. You will be given a quote and a change order
must be completed and siy�ned by the customer for any additional charges. Customer must initial.
'Any work or material not spec[fte is not included in this contract.Any changes or additibns will D�3 at an additional charge for the material and labnr.
NOTICE TO OWNER: — ��CCORDING TO FLORIDA'S CONSTRUCTi01V LIEN LAW (SECTIONS 713.001•i'13.37, FLORIDA
STATUTES ,7HOSE WHC►WORK ON YOUR PROPERTY OR PROVIDE t�ATERIALS AND SERVICES AND ARE NOT PAID IN
FULL WAV�A RIGHT TO E:NFORCE THEIR CIAIM FOR PAYMEN7 AGAIWS7 YOUR PROP�RTY.THIS CLAIM I�KNOWN AS A
CONS'fRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUB�CONTRACTORS,
SUB-SUBCONTRACTORS, OR MAT�RIAL SUPPI.IERS, THOSE PEOPL� WHO ARE OWED MONEY MAY L�OK TO Y.OUR
PROPERTY F4R PAYMENiT,�VEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULl..IF YOU FA�L TO PAY YOUR
CONTRACTOR,YOIfR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUI�PROPERTY.TH[S M�ANS EF A LIEIV IS FILED YOUR
PROPERTY COULD BE S{)LD AGAtNS'F YOUR WfLL TO PAY FOR LABC)R, MATERIALS,OR O7HER SERVICE:S THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE F'AILED 70 PAY.7'0 PROTECT YOURSELF,YOU SHOULD STIPULATE
IN 7HIS CONl'RACT TNAT BEFORE ANY PAYMEN7 IS MADE,YOUR CQIVTRAC70R IS REQUIRED TO PROVID�YOU W1TH A
WR{TTEN REI_EASE OF LIEN FROM ANY PERSON OR COMPANY THA'C HAS PROVID�D TO YOU A"NOTI�CIE TO OWNER."
FLORIDA'S CONSTRUCTI�ON LlEN I..AW IS COMPLEX,AND{T iS RECOMINENDED THAT YOU CONSULT AN ATTORNEY.
PHOTO RELEASE:Customer gr;ints to Lowe's and Lowe's employees and independent contractors the right to take photographs of the I'romisas where
Installation Services will be performed and afl work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right,title and
interest in and to the photographs for use in all�markets and media,worldwfde, in perpetuiry. Customer authorizes Lowe's to copyright, use and publish the
photographs in print and/or electronical�y,and agrees that Lowe's may use such photographs for any lawful purpose,including,but not�limite�d to,marketing,
advertis(ng, publiciry,IllustraiEon,training and Web content. Sy initialing here, Customer agrees to the foregoing. [Customer to initial to the leftl.
Work i Xo com �e uqq�re�asonatile availabiltty of Contractor andlor any special c��der or cus mer mad Good(s)whtch is��nticipated to be
�� '�`�'� � �7'' ��-' [f(ll In date].Esfimated completion date is��'' r� ' '� � �''"���'��-S [f�l in date].
Said eskimated substantial completion date is not of the essence. A statement of any contingencies that would materlafly change said estimated substantial
completion date is as follows:_
(if applicable, insert a statement of such contingencies).
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�This C.6ntract provides that all'iofaims.by.Customer or Lowe's•wiU be resolved by BINDING AF�BITRATIOtJ.`'Customer"and Lowe's GIVE UP THE RIGHT
TO GO TO COURT to enforce tPois Contract(EXCEPT for matters that may be taken to SMALL CLAIMS COUR�.Lowe's and Custorner's rights will be
deteRnined by a NEUTRAl. AR;BITRA70R and NOT a judge or jury. Lowe's and Customer are entitted to a FAIR HEARING. 13u! the arbitration
procedures are SIMPLER AND�AORE LIMI7ED THAN RUI.ES APPI.ICABLE IN COURT.Arbttrator decisions are as enforceable as any court order and
are subject to VERY LIMITED REVIEW BY A C�URT. FOR MORE DETAILS: Revlew the section titled AF2BITRATION AGREEMEN'i', WAIVER OF JURY
TRIA!AND WAIVER OF Cl.ASS ACTION ADJUDICATION found in the 7erms and Conclitions of this Cont�act.
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F�age 1 of 3 �
Pella �� 7'S Ot}
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���'� Other
PSE Pricing Worksheet - Windows
(Complete and Fax to Installer)
.�
Customer: �o`��S (1lrvlqc,�,o Store: �g��
Phone(home):�13'S��'�-- 9 SSy Phone{cell): Phone(other):
Install Address: e0 �yv�pd,�-;' R� ,��,�ff' ?flj _
—,—.,�
Directior�s:
1. Draw the walls �ahere windows are being replaced and label them front, back, L side c�r R side
(as seen from thie street)
2. Draw the windows that are being replaced on each wali drawing
3. Place a capital IE�tter beside each window in the drawin�. Windows with the same dimensions
will have the sarne letter. Complete fihe information on fihe next page using the corre<.�ponding
letter.
Front
q �
Left
Back
L
Right
���`���.�' ! ���f
�� / � ��2 . � -�-t � r
.
, Page 1 of 7
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� �"� ���■� Product Approvai
�b«3t� ,'.�t��.
�; USER: :Public User
a::=�
Product Aptaraval Menu> Product or A�plicatian Search>Application List> Applicatian �)etaii
FL # FL11152-Rb .
Application Typ�� Revision
Code Version 2010
Application Statizs Appraved
*Approved by DBPR. Approvals by DBPR shal.l be �
reviewed and ratified by the POC and{or the
Cammission i1'necessary.
Comments
Archived „_ ?
'
Product Manufacturer Pella Cozparati.on
Address/Phone/Email 102 Main St.
Pella, IA 502i��
(641) 621-609Ei
pell apraductappraval@pella.com
Authorized Signature TROY FARR. �
tbfarrc�pella.cc}m �?E!�IC� f��"��ta..,_.���
CsTY OF -�:`:FHYRHfLLS IG
Technical Representative TRUY FARR P�-�ti`�S ��''��1�`��� l��
Address/PhQnelEmail 1860Q NE WILKES ROAD
PORTLAND, C7R 97230
(503} 445-9176
tbfarr@pella.cam �,7.�r���'f�
�VSLI-"�+1.T��I''if'�4,5 ��iY+4-1���Y YV11JC'i
,'�,�Fa..F'�'i-?L,P��3L��3UILI3���
Quality AssurancE;Representative Pat Bortschellea� �����,��hL_�L�.r��IN
AddresslPhoneJErnail 102 Main Stree�t A,ii�;G��Ti:-"�-°'��Q�"�.
Pella, IA 50219
(64I) 621-1000
PJBortscheller�t�,pella.com
�a��gary Windows
Subcategary Double Hung
Campliance Meth��d Certif catian M�trk or Listing
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG�:VXQwtDqttaGsIp3 Gvu1V... 3/29/2015
; Page 2 of 7
Certification Agf;ncy Window arid I)oor Manufacturers Association
Validated By James L. Buckner, P.E. at CBUCK Engineering
;�l Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDNIA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/02/2014
Date Validated 12/03/2014
Date I'ending FB�C Approval
Date Approved 12/OS/2014
Date Revised O1/19/2015
Summary of Pro�ducts
FL # Model, Number or Name Description
11152.1 Series 20/25 Double Hung Vinyl Double Hung Window(48" x 62")
Limits of Use Certification Agency Certi�cate
Approved for u�se in HVHZ: No FL11152 R6 C CAC 411-H-859.32.pdf
Approved for u�se outside HVHZ: Yes FL11152 R6 C CAC 411-H-862.36.pdf
Impact Resista�nt: No Quality A,ssurance Contract Expiration lDate
Design Pressure: +25/-25 04/18/2019
Other: Configu:rations of glass shall conform Installation Instructions
to cur•rent ASTM: E1300 standard. FL11152 R6 II Drawin lg 596•�df
Verified ]3y: Warren W. Schaefer, P.E. 44:135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R6 AE Drawin lg 596.�df
Created by Independent Third Party: Yes
11152,2 Series 20/25 Double Hung Vinyl Double Hung Window (36" x 72") �
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvu1V... 3/29/2015
; Page 3 of 7
LimIlts of Use Certification Agency Certificate
Approved for t.�se in HVHZ: No FL11152, R6 C CAC 411-H-859.24pdf
Approved for �.�se outside HVHZ: Yes FL11152, R6 C CAC 411-H-862.28.pdf
Impact Resista.nt: No Quality Assurance Contract Expiration Date
Desagn Pressui•e: +30/-30 04/18/2019
Other: ConfigL�rations of glass shall conform Installation Instructions
to current ASTM E1300 standard. FLl 1152 R6 II Drawin l� 596•pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R6 AE Drawin 1� 596•�df
Created by Independent Third Party: Yes
11152.3 Series 20/25 Double Hung Vinyl Double Hung Window(36" x 62")
Limits of Use Certifica�tion Agency Certi�cate
Approved for iise in HVHZ: No FL11152 R6 C CAC 411-H-859,28.pdf
Approved for use outside HVHZ: Yes FL11152 R6 C CAC 411-H-862.32.pdf
-
, Impact Resistant: No Quality��ssurance Contract Expiration :Date
Design Pressure: +35/-35 04/18/2019
Oth�r: Configurations of glass shall conform Installati�on Instructions •
to current ASTNI E1300 standard. FL11152 R6 II Drawin 1�596•�df
Verified By: Warren W. Schaefer, P.E. 44135
Created�►y Independent Third Party: Yes
Evaluatian Reports
FL 11152 R6 AE Drawin�1596.�df
Created �iy Independent Third Party: Yes
11152.4 Series 20/25 Double Hung Vinyl Double Hung Twin Composite (89" :c
78")
Limits of Use Certificai:ion Agency Certificate
Approved for u�se in HVHZ: No FL11152 R6 C CAC 411-H-859.68,pdf
Approved for u�se outside HVHZ: Yes FL11152 R6 C CAC 411-H-862.S�df
Impact Resista�nt: No Quality A,ssurance Contract Expiration l)ate
Design Pressur�e: +20/-20 04/18/20:19
Other: Configu:rations of glass shall conform Installation Instructions
to cur•rent ASTM: E1300 standard. FL11152 R6 II Drawin lg 596•pdf
Verified ]3y: Warren W. Schaefer, P.E. 4��Y35
Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R6 AE Drawin� 1596.�df
Created by Independent Third Party: Yes
1115Z.5 Series 20/25 Double Hung Vinyl Dot�ble Hung Twin Composite (96-1/2"
x 72")
Limits of Use Certification Agency Certificate
Appx�oved for use in HVHZ: No FL11152 R6 C CAC 411-H-859.69.�df
App�oved for use outside HVHZ: Yes FL11152 R6 C CAC 411-H-862.59.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvu1V... 3/29/201 S
, I'age 4 of 7
' Impact Resistant: No Quality Assurance Contract Expiration� �ate
Design Pressu�re: +25/-25 04/18/2019
Other: Configurations of glass shall conform Installanion Instructions
to current AST]VI E1300 standard. FLl 1152 R6 II Drawin lg 596 pdf
Verified By: War��en W. Schaefer, P.E. 4�135
Created by Independent Third Party: Yes
Evaluatnon Reports
FL1115.2_R6 AE Drawing 1596 pdf
Created by Independent Third Party: Yes
11152.6 Series 20/25 Double Hung Vinyl Dauble Hung Twin Composite (72-1/2"
x 72")
Limits of Use Certifica�tion Agency Certi�cate
Approved for use in HVHZ: No FLl 1151 R6 C CAC 411-H-859 73 ndf'
Approved for �use outside HVHZ: Yes FL11152 R6 C CAC 411-H-862 63 pdf'
' Impact Resista�nt: No Quality Assurance Contract Expiration I�ate
Design Pressure: +35/-35 04/18/2019
�, Other: Configurations of glass shall conform Installation Instructions
to current ASTM E1300 standard.
FL11152, R6 II Drawin� 1596 pdf
' Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL 11152 R6 AE Drawin� 1596 pdf
' Created by Independent Third Party: Yes
11152.7 Series 20/25 Double Hung Vinyl Doizble Hung Triple Composite (89" x
78")
Limits of Use Certificai:ion Agency Certificate
Approved for u.se in HVHZ: No FLl 1152 R6 C CAC 411-H-859 95 pdf
� Approved for use outside HVHZ; Yes FL11152 R6 C CAC 411-H-862.85. df
Impact Resistant: No Quality A.ssurance Contract Expiration I)ate
Desi�n Pressur��: +30/-30 04/18/201.9
Other: Configui•ations of glass shall conform Installatic►n Instructions
to current ASTM E1300 standard. FL11152 R6 II Drawin lg 596 pdf
Verified F3y; Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluatio;n Reports
FLl 1152 R6 AE Drawin lg_ 596 �df
Created by Independent Third Party: Yes
11152.8 Series 20/25 Double Hung Vinyl Double Hung Triple Composite (108" x
72")
Limits of Use Certification Agency Certificate
Approved for u�e in HVHZ: No FL11152 R6 C CAC 411-H-859 96 pdf
Approved for u�e outside HVHZ: Yes FL11152 R6 C CAC 411-H-862 86 pdf
Impact Resistant: No Quality A��surance Contract Expiration Date
Design Pressure: +25/_25 04/18/2019
http://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF;VXQwtDqttaGsIp3 GvulV... 3/�?9/2015
]'age 5 of 7
� Other: Config;urations af glass shall conform Installa�tian Instructions
to current AST.M E1300 standard. FLl l IS2 R6 II Drawing 1596.pdf
Verified By: Warren W. Schaefer, P.E. 4�4135
Created by Independent Third Party: Yes
Evaluation Reports
FLIlIS2 R6 AE Drawin�I596.pdf
Created by Independent Third Party: Yes
I 1152.9 Series 20/25 Double Hung Vinyl Double Hung Triple Composite (108" x
62")
Limits of Use Certificntion Agency Certificate
Approved far use in HVHZ: No FLI1152 R6 C CAC 411-H-859.97.pdfi;
Approved for use autside HVHZ: Yes FLl 1 I52 R6 C CAC 411-H-8b2.87.pd��
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pt•essu�re: +351-35 04J18/2019
Other: Configuratians af glass shall conform Installatnon Instructions
ta current ASTM E1300 standard. FLl I IS2 R6 II Drawing 1596.pdf
Verifed By: Warren W. Schaefer, P.E. 44135
Created hy Independent Third Party: Yes
Evaivation Reports
FL11252, R6 AE Drawin Ig�596.pdf
Created by Independent Third Party: Yes
I 1152.10 Series 20J25 Double Hung Vinyl Double Hung Window (48" x 78")
Limits of Use Certif ca�ion Agency Certificate
Approved far use in HVHZ: No FL11152 R6 C CAC 411-H-859.20.pdf
Approved for cRSe outside HVHZ: Yes FL111S2 R& C CAC 411-�-I-862.20pdf
Impact Resis�ant: No Quality A,ssurance Cantract Expiratian lDate
Design Pressure: +20/-20 O1l10/20!9
Othcr: Configurations af glass shall canform Installation Instructions
to cur•rent ASTN�E1300 standard. FL111S2_R6 II Drawin,_g i59b.�d,f
Verified 13y: Warren W. Schaefer, P.E, 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL111S2 R6 AE Drawing 1596.pdf
Created by Independent Third Party: �es
1 I 152.11 Serzes 20I25 Double Hung Vinyi Dou.ble Hung Twin Composite (96-1I2"
x 53-1/2")
Limits of Use Certificatuan Agency Certificate
Approved for u.�e in FIVHZ: No FL111S2 R6 C GAC_411-H-859.71.pdf
Approved for u;>e outside HVHZ. Yes FL11152 R6 C CAC 411-H-862.&I,�df
Impact Resistan�t: No Quality Assurance Contract Expiratian �►ate
Design Pressure: +35/-35 44/18i2019
Qther: Canfigurations af glass sha11 conform Installation Instructions
to current ASTM E13QQ standard. FLl 1152 ,R6 II Drawing 159b.pdf
Verified By: Warren W. Schaefer, P.E. �4135
http://www.florzdabu�ilding.arglpr/pr_app_dtl.aspx?param=wGFVXQwtDqttaGsIp3Gvu1V.,. 3/29I20I S
_ Page 6 of 7
Created by Independent Third Party: Yes
Evaluati,on Reports
FL11152 R6 AE Drawing 1596.pdf
Created by Independent Third Party: Yes
11152.12 Series 20/25 Double Hung Vinyl Double Hung Twin Composite (96-1/2"
x 62")
Limits of Use Certification Agency Certi�cate
Approved for use in HVHZ: No FL11152 R6 C CAC 411-H-859.70.pdf
Approved for use outside HVHZ: Yes FL11151 R6 C CAC 411-H-862.60.pdi'
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressu�re: +30/-30 04/18/2C119
Other: Configurations of glass shall conform Installation Instructions
to current ASTIu1 E1300 standard. FL1115?. R6 II Drawin�1596.�df
Verified By: Warren W. Schaefer, P.E. 44�135
Created by Independent Third Party: Yes
Evaluation Reports
FL11151 R6 AE Drawin 1� 596,pdf
Created�by Independent Third Party: Yes
11152.13 Series 20/25 High Vinyl Hi�;h Performance Double Hung Twin
Performance Double Hung Composite (72-1/2" x 72")
Limits of Use Certification Agency Certificate
Approved for �use in HVHZ: No FL11151 R6 C CAC 411-H-859.72.pdf
Approvedf for rase outside HVHZ: Yes FL1115� R6 C CAC 411-H-862.62.pdf
, Impact Resista.nt: No Quality Assurance Contract Expiration Date
Design Pressui•e: +50/-50 04/18/2019
Other: Configl�rations of glass shall conform Installation Instructions
to current ASTM E1300 standard. High FL11152 R6 II Drawin lg 596.pdf
performance windows shall have metal tilt Verified By: Wan�en W. Schaefer, P.E. 44135
latches on the bottom sash interlock. Created by Independent Third Party: Yes
Evaluation Reports
FL11152 R6 AE Drawin�6pdf
Created by Independent Third Party: Yes
11152.14 Series 20/25 High Vinyl Hi�h Performance Double Hung �
Performance Double Hung Window (48" x 72")
Limits of Use Certifica�tion Agency Certi�cate
Approved for use in HVHZ: No FL11152 R6 C CAC 411-H-859.48.pdf
Approved for i�se outside HVHZ: Yes FL11152 R6 C CAC 411-H-862.24.pdf
Impact Resistant: No Quality�ssurance Contract Expiration lDate
Design Pressure: +50/-50 04/25/2019
Other: Configurations of glass shall conform Installati�n Instructions
to current AST1V[E1300 standard. High FL11152 R6 II Drawin 1� 596.pdf
perfor�rnance windows shall have metal tilt .Verified By: Warren W. Schaefer, P.E. 44135
latches on the bottom sash interlock. Created Y�y Independent Third Party: Yes
Evaluatian Reports
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqttaGsIp3 Gvu1V... 3/29/2015
, Page 7 of 7
FL11152_ R6 AE Drawin� 159�df
Created by Independent Third Party: Yes
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGI�VXQwtDqttaGsIp3 Gvu1V... 3/29/2015
GENERAL NO1FS: iHESE DRAwWGS ARE APPl1UBLE ONLY 10 THE PRODUCT WUwN 9w Cw¢�tm ev;
1. NA.FlSTENERS SHnLL 8E IN ALCOROANCE WITM iHESE ORAN7NG5. SaEpFlEO.LNEr unr upi BE USED FpR 1H(0.ti5E11Q�T 'a.0.LL w,ws
48" MAX. FRAME WIDTH� "
SPEC�FlED PNCMOR EAfBm TO&SE W.TERt4L 51W1 BE BEYOND WnLL MiSH FIN ANCHOR WfTHIN 4" OF CORNERS & 8� MAX. O.C. WITH Nrv�OR INSfAWtTpN O�wM'UMEq PROOUCi u0R 4AY o,ui; nae
oR SrUCCO. �� SIANUARD WINDOWS OR 4' MAX, O.C. WITH HIGH OF�NIY�PROIXLTNpT q�m�gyR�nce�u� asi�oioe
.. C�:I;:v^5,o'vu4i'w'dc'o""'iNU FAaTWiAS IdUST BE PROPERLY OESIGNED srqTED oH TH 5 D wwc5
k INSTnLLE➢TO TWVJSFQt WIND LOaDS TO THE STRL1CTl1RE 4 PERFORMANCE wINDOWS (SEE PRESSURE TABLE ON THIS � o e r
1 TN6E NON—INPACT RATFD PRO�UCT INSTNIATIONS ARE IN ACLORnnNCE SHEET FOR STANDARD VS. HIGH PERFORMANCE CONDITIONS. a o� �
wfiH ANO MEEf 7HE REOUIRE��ENiS OF THE FLORIDA BU0.01NG CODE(FBC). � o _
4. AIL ANCHORS SECURING PRODUCT FRnfEES TO PRESSURE TRFqTEO BUCKS SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEEf ; ¢ „
OR W000 FRnMINC SHALL BE UPABIE Of R615I1NG CORROSION CAUSEO 8Y FOR FIN ANCHOR REOUIREMENTS. � s _� 3
THE PRESSURE TRFATINC CHEMICAIS IN THE WOOD. // �48" MAX. FRAME WIDTH� Y ;
5. IM�WLS,INCLUDING BUT NOT UMIiED TO S1EEL SCREWS,iHAT C04E
INiO CONfACT WffH OTHER DISSINItAR MATERWS SHALL NEEf THE F o = �
REOURENQJTS OF FLORI�A BUIL,pING CO�E LHAPiER 20.
6. TO THE BEST OF OUR KNOWIIDGE,TME PRODUCT SHOwN HFREIN IS 4" MAX. � � �
CERT�FIm&WAl11Y/SSURm BY A FlDRIOA STAIE APPROVED �
CERMCATION/OA INffIY rte SHnLL BE U9El£D W ACCORDnNCE WtR1 7NE FeC o � �, �
ANO THE 67G20-3 FLORIOA OEPARRIQJT OF BUSINE55&PROFESSIDNAL
REGIRATION SPECIFlGilONS. PRO�UCi lS50.7BLY 6 NOT PAFT OF THIS B� // � a � o
ORAWING AND SHN.L BE IN ACCORDANCE WIfH THE MANUFACTURQt'S OWIM 5 � � W
ASSURPNCE SPECIFlfAilONS k 7ES11NG REPORTS.
� 7. CERTiFlCA710N OF 7HESE PROOUCf WSfALlAT10N5 SHALL 6E CONSIOEFtm ° g S
, V010 IF M1Y OF 7}1E FOLLOWING APPLY;7)PRODUC7 6 INSTPIIED 1VfTH0Uf A = EQUALLY -
BUIIDING PERAiJT FRON THE PPPLIGBIE LOGLL 9UIlDING DEPARTMEM. 2) c� SPACED
PRODUCf 6 INSfALLm 0Y ANYONE O7HER TWW A LICQJSED CONiRACTOR w
EXPEPoENCm wrtN INSTAl1AT10NS OF THIS 7YPE OF PRODULT. })IF CHnNGES = j 82
' HAVE OCCURRED TO THE PRODUCT'S CERTIFlGITION EMiIV'S LERTIFlGTE THAT W
CAUSE iH6E INSfAL1h71DN5 TO BE INCORRECT OR INCOUSISfENf WIiH WHAT Q 5 �
WS BEEN T6TED. � t-
�
& THE LfASf OESIGN PRESSURE SPEQFlm E71FiER IN THIS ORAWING OR IN 4 � THESE 2 3
THE PRODUCfS CEHIIFICATION SWVl CONIROL fbR 7HE It�6fALLEO PRODIICT.
9.7H6E DRAWINCS CERi1FY THE PRODUCT INSfALLA710N ONLY. WATER ¢ / _ / ANCHORS p Z w N
PROOFlNG OF iHE INSTALLEp PRODUCT IS N0T PARf OF iH6 INSTAUATION � / / ARE NOT Z O g^�
CERiIFlCATION. ifiAT RESPONSIBIIfiY SMALL BE iNAT OF iHE uwJUFALTURER - W 9� M�• 3 '_- �
k/OR INSf/�IlER. � � � REQ"D WHEN �d �
^ � — — — WINDOW c� <o
—r— z °``'a
INSTALlA71DN EvALWT10N IS 80.5m ON PPPL1fABLE ANCHOR STANOARDS
� � �� �
PND/OR INFORIMTION&RESUUS FRON APPUGBLE iESf REPOR7S. ' x 9� �� HE GFfT IS = ���n
7HE Fl.ORIDA BURDING COOE VERSION CONSIDQtm WRFi iHE � 6Z� OR I.ESS �+1 V�-m�
, EVAWATI�N YlAS THAT IN FORCE AT THE 7117E OF iHE EVPIUATION. IN / �
1HE EVENf OF COOE VERSION CH4NGE5/uPDAIES OR IN THE EVEM m (iYP. EACH m s o�^
1HAT NEW OR ADDfiIONAL TESIINC IS COIAPLEfEO ON THE REFIItENCm ^ SIOE) Q a N�
PRODUCT,PW�R TO SfATNG CO�E CDIdPILWCE WIfH iHE STA T E,TH E
lNNUFALNRER SHAl1 CONFlRM WfiH 1HE WSfALLAiION EVALUATION
ENGMEER OF RECORD 7}fAT THE INS7AWQIONS SPECIFlED HERE-IN ARE � w
CURRENf WR}i 7HE THEN LURRENT TESi1NG,CODE M1D APPLICABLE
- srnr+onaos. �j EQUALLY a a
SPACED �
ALiERNATE ANCHOR/SUB�A7E EVA UA710N NO - z �
ALl ALTERNATE ANCHORS IN iHEIR SPECIFlED / Z �o
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE FRAME SCREWS � ��
WfTH THEIR APPLJCABLE STANDARD(S) AND ARE FOUND , / z w
/ p
TO BE EQUNALENT TO OR STRONGER T N TH DCfERIOR ELEVATION. wHeRE sHOwN. — W¢ „
NA E > Zv��
ANCHOR S USED IN TES11NG WIiH THIS PRO T SINGLE WINDOW 4' MAX. SEE °FRAME —
( ) DUC.
ANCHOR N za=��
(NAIL FlN MOUNT SERIES 25� REQUIREMEMS o "'a��°
FRAME ANCHOR REQUIREMEMS TABLE SCALE: 3/4° = 1'-0° NO ANCHORS REQ' TABLE' ON iHIS N w���!
OPFI�NG IYPE FRAME/NAtI FlN TO OPENING A9NIMUM NINILIUM AT HEAD &SILL EXTERIOR ELEVATION: sHE�r FoR �/1 WZ som
�suasrear� FASfENER TPE Es,am mce oisr. ALLOWABLE DESIGN PRESSURE SINGLE WINDOW REQUIREMEMS. � _����
(�)Fl2AME & INSTALLATION CLIP SCREWS SERIES 20) �w c>>om�
(SINGLE WINDOW) �FRAME SCREW MOUNT SERIES 20� t`'''�`s''•'�• -�' �°'z�i°
LuN.2%4 WOOD FRRAfE OR BUCK i5:� ' .� ti��
(40N.GR 3&G=�.55� ��10 51d5 OR WOOD SCREV! i i/a• 3/a' MA)CIMUM WINDOW FRAME SIZE ALLOWABLE PRESSURE SCALE: 3/4' = 1'-D' ;-�;,:'� ��`j�'-'' U =3c°� a
,�-�_• . - �`y�<;•:;; �3`9S
AUN.78 G4 33 KSI MEfAL SR10 N0.10 G0.5 SELF 7AP ORILL SCREV! Fuu i/z• ��N•) (PSF) ;`;,l g
611N.1/B'TKK!J6 SiEEL N0.10 GR 5 SELF TAP/OWLL SCREW ruLL i/z� (»36" X 62° 35 ':�, '; �
NIN.7/8"TKK fi063-75 ALUN. N0.10 GR 5 SIIF 7AP/�R41 SCREM! Fuu i/z• c,�36° X 72" 30 ±.=�:� J- � �. '` "' � -
L-90 CMO/2500 PSI CON�RETE P) 1/4'CONCREfE SCREW � i/a• z- h�48° X 62" • � °
NAILING FlN FASIENERS (SERIES 25) (+)48' X 78' 25 -�'`'' 4 � \q°� '°
WN.D(4 WOOD FRAME OR BUCK �)N0.e%7 1 2"SNS ZO +'i�=: Z � ,�,�r` �i I�e
(MIN.GR}&G=0S5) / �a/e' i/z' ��48" X 72' S0 ��.• Q �-
���STANDARD PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON ~!V'S' � ��� °
MIN.ZX4 WOOD FRAME OR BUCK 17 GA ROOFlNG nWL 7 3 8 �!+`�;`••�,�-,r•'Ci��a`+ F O
(utN.at a&c=oss) /" �/z' UPPER RAIL& BOTTOM SASH INiERLOCK. ,+�.U• y.�`� W 3W
LIN.1/8'TKK/36 STEEL (�1N0.8 GR.5 SQF TAP/DPoLL SCREV! �u �/q- ��HIGH PERFORMANCE WINDOW; METAL 71LT LAiCHES ON `?:7;•�f;�;��''� � za
uIN.t/8'THK 6463-TS ALUM. (nNO.e GR.5 SE1F TAP/DPoLL SCREw FULL ��Z- BOTfOM SASH INTER�OCK.
(1)FRAUE SCREIYS SMnI1 BE PAN MFAD OR HIX HFPD SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION THIS DRAWING REPLACED
(2)CONCREfE SCFEwS SHaLL BE ELLO ULTRaCONS(CS.),ELCO CRETE-FLEZ(5.5.),Ilw CONDIT10N5 ONLY THE GOVERNING DESIGN PRESSURE ON THE PREVIOUS INSTALLATION ORAWING N0. REV.
RAIASET/Rm HFFD TAPCON$(C.S.OR SS.)OR HILTI KWIK—CON n(c.s oR s.s.). WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 D
(3)WHQJ SCREWS ARE USm Wfl}i THE NNL FlN,THEI'UUST BE A WAFFLE HEAD SLREVJ INDMDUAL WINDOW'S STATE APPROVAL OR THAT SHOwN IN THIS DRA!Mll��G N0.'S iS1O� SHEEf N0.
oR ruve n�ur was.�?nr tr.�s�eer H�o. TABLE. 1 S 1 1, ��J�2 BC ��J�3 � OF rj
o�� ��
96 1/2' MAX. OVERALL FRAME WIDTH 96 1/2' MAIC. OVERALL FRAME WID7H �r"` a�.°s
48 1f4' MAX. FRAME WIDTH � 4g t;e,' �!ev. roa!:` :y;pN 48 7/4" MAX. FRqME WIOTH 48 7/4" MAX. FRAME N1DTH --
I q. 4. 4. 4. AZ � z�-3' �
4 �
�-CIUSTER FIN ANCHORS AT s
/ I FRAME SCREWS WHERE // I // THER�ARE ASTOTRL OFw4
SHOWN AT HEAD MULLION POSITIONED AS SHOWN. SEE
I END. SEE "FRAME ANCHOR "FRAME ANCHOR �
REOUIREMENTS TABLE° ON REQUIREMENTS TABIE" ON
SHEEf 1 FOR REQUIREMENTS. SHEET 1 FOR REQUIREMENTS.
I �
� _
w
�
< / // � / / � W N
W N
� � ¢ I Z �U 1"]
s_
� ��
� � � / � � � � � oW�o
I � Z aZ
� �J �
� � 2 OO��.�j
n
. I I ? Wp�n
� n-N
I o c�
U W
Q r
� �3
� INSTALUTION / I j / � Z 3
CIJP / / Z C90
J Z a0
} ��o
INSTALLATION CLJPS WHERE SHOWN. SEE �,�. SEE SINGLE WINDOW • . . . . • � z°�^�
"FRAME ANCHOR REQUIREMENTS TABLE" 4' 4 4" 4 ELEVATION FOR FRAME EXTERIOR ELEVATION: N z¢��i
ON SHEET 1 FOR REQUIREMENTS_ ANCHOR REQUIREMENTS TWO—WIDE WINDOW SEE SINGLE WINDOW o "'a`=W<
NOTE CLIPS MAY BE USED AT HEAD EXiERIOR ELEVATION: & PosmoNS nT sioES ELEVATION FOR FlN N � _°�;
ALSO IN LIEU OF FRAME SCREWS 7HIO-WIDE WINDOW OF WINDOWS (FlN INSTALLED SERIES 25� ANCHOR REQUIREMENTS N Wz o��
(FR,4ME SCREWJINSTALLAl10N CLIP ALLOWABLE DESIGN PRESSURE SCALE 3/4° = i'—o" WI�o�NS AROUND W ����o
(TWO-WIDE WINDOW) � ��"�mm°
INSTALLED SERIES 201 OVERALL FRAME SIZE (IN.) ALLOWABLE PRESSURE (PS� =3c�.>n�
SCAIE: 3/4" = 1'-0' (+)72 1 2" X 72" 35 ° 31
.k'.is�:.;5i�.; �3
c��z � z° x �z° so �,.�?. '=v��:'t.
cn 96 1 2"X 53° 35 t`�; - W
ro 96 1 2" X 62" 30 ;�. � ''"r 'P n
(+)96 1 2" X 72" 25 ; ;, y� . - o� �°v �.-
cn 89" X 78" 20 �`l;-�' �> ;' y`:+-= � �°
c�e ;F � .= : ::.^ � �6I
���STANDARD PERFORMANCE WINDOW; PLASTIC 71LT IATCHES ON � '' •:. - � z
UPPER RAIL& BOTfOM SASH IMERLOCK. �.�i� _7 ���'j���. WI �
a)HIGH PERfORMANCE WINDOW; MEfAL T1LT IATCHES ON '- =��= �
`��:''y;;•-..� ,.��.;,;;� �',
BOTTOM SASH INTFRLOCK. ..�. c
PRESSURE SHOWN IN 7HIS TABLE IS FOR INSTALLAiION -'(-�"�'�`e'>.?�'�".;'-�`' 3
COND(ilONS ONLY THE GOVERNING DESIGN PRESSURE ON THE �''�""'�R��''� DRAWING N0. REV.
WINDOWS SHALL BE iHE LESSER OF TFiAT SHOWN IN THE 1596 D
INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN 7HIS � SHEEf N0.
TABLE. 2 aF 5
owrwn en c.�ccrm er:
ws
708 MAX. OVERALL FRAME WIDTH 708' MAX. OVERALL FRMdE WIDTH � I„�,.� a�
:-:6 Gi%i0/1e
48" WU(. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 48" MAX. FRAME WIDTH 4B" MAX. FRAME WID111 a
2"-3" 2•_3'
4" 4" 4' 4" AZ 4" 4" 4' 4" �
4
/ � // / / � / � �
FRAME SCREWS WHERE SHOWN AT CLUSTER FIN ANCH RS AT MULLION �
I HEAD MUWON END. SEE "FRAME ENDS SUCH THqT iHERE ARE A TOTAL
ANCHOR REQUIREMENTS TABLE' ON I OF 4 POSffIONED AS SHOWN. SEE
SHEEf 1 FOR REQUIREMENTS. "FRAME ANCHOR REQUIREMENTS TABLE"
ON SHEEf 1 FOR EQUIREMEMS.
I �
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W
� �� � � � _ � � �j Z oWN
� / U^
� � I � � 3 �--��rn
� � ,4� o
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� / // / x � �J U'�„]
� // I // I // ' 2 oo�n
, � i j m J s°��
i I � � o �� �
. I I � N�
SEE SINGLE WINDOW
ELEVAiION FOR FRAME I SEE SINGLE WINDOW v p
ANCHOR REQUIREMEMS ELEVATION FOR FlN � 4
& POSffIONS AT SIDES ANCHOR REQUIREMENTS 3
� OF WINDOWS � k POSfTIONS AROUND Z g
It�SfALLATION j I j j I j WINDOWS Z �
CLIP � ?m
r m
z wQ -
� Zv€na
a INSiALLAiION CLIPS wHERE SHOWN. SEE • • • • � w¢��a
"FRAME ANCHOR REQUIREMENTS TABLE° •�TERIOR ELEVATION:. N �°-�b�
4" 4 4" 4" 4 4' 4° 4" ON SHEEf 1 FoR REquia�nErrrs. THREE—WIDE WINDOW ����� �
Wz�a��
NOTE CUPS MAY BE USED AT HEAD w ¢���..
EXTERIOR ELEVAl10N: (FlN INSTALLED SERIES 25� � _��„�
ALSO IN LJEU OF FRAME SCREWS
THREE—WIDE WINDOW SCALE: 3/4" = 1'-0' -� �$Z�ma
(FRAME SCREW�INSTALLAl10N CLIP N3� �
INSTALLED SERIES 201 . S,fa„ � �3as
ALLOWABLE DESIGN PRESSURE �•_" `' •"�•.
sca�: s/a' = i•-a° . _,
_,:.., -.,.:�� -
(THREE-WIDE WINDOW) ;,'.��`� , '�:if;�'.^" o a
OVERALL FR4ME SIZE (IN.) ALLOWABLE PRESSURE (PS� ���;�'�:�_ ••?r ., z � n
(+7 108" X 62° 35 �`=':�:, '� _ ';- °- ^
VQi� %LII LJ i1i �t' � ='[�.. U (� IyVj�
�,± Z
���89" X�78" 30 - � , -� " =M W � ;W I
ro STANDARD PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON %'%�' �" "`'�''^
UPPER RAIL & BOTfOM SASH IMERLOCK. ���,y",,� ��-=�`� U
� �:
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION `-'.������_��r��^,�,~ 3
' CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE �:�•<"`�'� orrawiac r+o. acv.
WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE �f 1 S96 D
INDNIDUAL WINOOW'S STATE APPROVAL OR THAT SHOWN IN THIS sx�r r+o.
TAB�E.
3 �F 5
owrm er. c+�reKCO er
SUBSfRHTE BY OTHERS PER FRqA4E SCREW
SEi1LAM BY OTHERS-� FIN FASTENER �--SUBSTRATE BY 'Fl2qME ANCHOR REOUIREMENTS pER GLLYI�IIVIV P°`'� '"a"'ci,oioa
3CHI>.D `::.IL FN r'cR CLGV%11IVIV UTHEkS PER TABLE"
� ' 'FRAME ANCHOR -; • -• s
' - •• REQUIREMEMS ' ' _ �
TABLE" i
7/4" MA)(- m �
-.. 1/4' MAX. ' SHIM AT
- SPACE ,` FACH ANCHOR �
SEALAM BY _
OTHERS � Q
SEAUM BY
J—CHANNEL � OiHERS Q �a
SECTION/NOSE IS � � Q � �
' OPTIONAI AND �
NEED NOT BE ¢ s
PARi OF THE �
FRAME PROFlLE �
D SEAL SPACE � SEAL SPACE
, WIiH LOW W(TH LOW
D(PANSION IXPANSION 3
FOAM AROUND FOAM AROUND o �
I PERIMEfER OF PERIMEfER OF z Z��
� WINDOW FRAME� WINDOW FRAME-7 3 g a�-rn
0
� z °�z°a-o
o � � �J �
c� � _ = c�.��°�n
� � I
. _ = m soN�
0 �
- IXTERIOR D � EXTERIOR � o a N�
� r7 a o c�
'� 11 � F. 3
¢
� 4
I �Z
O
IXTERIOR
Z c�o
o � zm a
} ��
Z WQ
J—CHANNEL � z��^�
SECTION/NOSE IS � cNV zQ i��
OPTIONAL AND o W a'_ %
NEED NOT BE � '� W ���
PART OF THE INSTALLATION W W z o��
FRAME PROFlLE � SEALANT BY � CLIP PER � _�o�o
ELEVAl10N �� �N�o a
SEALAM BY OTHERS
OTHERS _ �3��3
_ _ � z
.,_� � q• � 1/4� MAX. SHIM "�,"•;�"sa?;,, °3°Y
SPACE ' AT EACH CLIP =-';�� �'_'= �
�Y+��' "-°:E„'.: �i
SHIM AS REQ'D TO SHIA� AS REQ'D TO ��'• •v�' e �
_ •. SUPPORT& ALJGN SUPPORT & ALIGN � u, F� I W
'�,`.. '. -=': :'" ."• ^ �. = WINDOW •: '� � ' -.. WINDOW - c' "'" I <
SEALANT BY OTHERS-���',' ':LFlN.FlSTENER.• SUBSTRATE BY OTHERS .•,.,;' '�,::•�. :: •• . ' �' �� _ -'� � � i� � �r� � �O Ni
SUBSTRATE BY OTHERS u;<;';�^::�' � 3�
BEHIND NAIL FlN PER ELEVATION PER °FRAME ANCHOR '� ��'•'= ,_i ' ` �I �v
PER FRAME ANCHOR
REQUIREMENTS TABLE" INSTALLATION CLIP ' ' �' _? ;; ._ �.
SECTIOI� q� REQUIREMEMS TABLE° SECTION � SCREW PER "FRAME %�y�,�'•. :r�'°�.w " � W
SCALE: 3/4 FULL 4 5��: ��Z ��� 4 ANCHOR REQUIREMENTS ��v��"""��,��;�''� 3 \,
TABLE' (1 PER CLIP) J'�F, "�' •+`� �l
(SERIES 25 NAIL FIN MOUNT) (SERIES 20 FRAME �'�'6R�45S4ea` ow�W�NC No. R�.
SCREW;!NST4LL4T!0�� CLI° :"Q�JNT) 1596 D
SHEt7 N0.
4 oF 5
, •
�• -
��� ��
7/4" �tAX. SPACE FW�ME WIDTH 1I4 MAX. SHIM F;2qME WIDTH v�T'RLL ���s
AT EACH ANCHOR� -� �,o�oe
SUBSTRATE BY � SEAL SPACE WfTH LOW SEAL SPACE WITH LOW
OiHERS PER IXPANSION FOAM AROUND IXPANSION FOAM AROUND
'FRAME ANCHOR'`., PERIMEfER OF WINDOW FRAME PER�MEIER OF WINDOW FRAME
REQUIREMENTS �
TABLE" _ p FRAME SCREW Q
FlN FASTENER •� i-� 9 PER ELEVAiION � � �
PER ELEVATION � _
SEALANT BY - � SUBSTRATE BY .• �o �
OTHERS BEHIND. •� � OTHERS PER � ' ❑ o
NAIL FlN ' "FRAME ANCHOR ;;, ' � �
� � REQUIREMENTS
' �� TABLE" .. �
IXTERIOR
EXTERIOR
�� J-CHANNEI SECTION/NOSE IS �• � ��� ��;-�°r` SEALAM 8Y OiHERS
OPTIONAL AND NEED NOT BE
PART OF THE FRAME PROFILE SECTION 82 3
SEALANT BY OiHERS '''Y~'� SCALE: 7/2 FULL 5 Z ��n
SECTION B� (SERIES 20 FRAME SCREW MOUNT) 3 ��Qo
SC:.LL_ 7 j 2 FUu 5 z �z�o
(SERIES 25 NAIL FIN MOUNT) T �� �
U���
' FRAME SCREW PER ELEVAiIONS �' W o N�
SUBSTRATE BY
OTHERS PER & "FRAME ANCHOR o �`��
F R A M E A N C H O R REQUIREMENTS TABIE' F w
� REQUIREMEMS � �.3�� r 0.293 a �
TP,BLE" - � � I I��J— � ?
—L � 3 1 �
ao o.oso� T o
COMINUOUS WOOD Z ��
J Zm
MEMBER LESS IN � z w� °
SIZE TNAN A 2X_ � ?���d
BUCK TO BE MIN. �n c� ,o,<
3 7/2' DEEP Nor . 1O INSTALLATION CIJP \ WQ FNv
REQUIRED WHEN � ���-� ° a'W�
SHIM SPACE IS EXTERIOR � �Z���
WITHIN ALLOWABLE W
DIMENSIONS SHOwN � SEALANT BY OTHERS � _�_
¢F e ..
IN SECTIONS). _ w ��_��°
-rn rn Z m
. �3�^�6
fi2 ���
„�`��:
OPTIONAL SERIES 20 DIRECT MOUM DEfAIL ;v3j<�,.a•-•� �;YVy�::I. o w
TO SUBSTRATE WITH SPACER � �
(SERIES 20 FRAME SCREW MOUNT) - - ` �- _ °I\\N I=
~J ? .: v: � � - \b
..�`�!� .G " ,��' UI i
'ry��-0:;e t's•,ax;"=;
DRAwING N0. REY.
1596 D
sr+�:mo.
5 a� 5
, •