HomeMy WebLinkAbout16-17117 �� -
' ., . CITY OF ZEPHYRHILLS
5335-8TH STREET f'"�
(813)780-0020 171"I 7
BUILDING PERMIT �.�''�
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17117 Address: 37132 FOXRUN PL
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: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120000000-0400
Improv. Cost: 15,500.00 OWNER INFORMATION
Date Issued: 3/02/2016 Name: BLAND, ROBERT C & MARY A
Total Fees: 172.50 Address: 37132 FOXRUN PL
Amount Paid: 172.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/02/2016 Phone: (813)783-6749
Work Desc: REPLACE 22 WINDOWS & 1 DOOR S/S
CONTRACTOR S APPLICATION FEES
NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 172.50
' V
J� �� ,
� \J
� I
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
'� first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
' before recording your notice of commencement."
Com lete Plans S ecifications Must Accom an A lication.All work shall be erformed in accordance with
p . P p Y pp p
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�ONTRA �Q SIGNA PERMIT OFFI R
, �ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
- �
� � � � .
This space for use by Clerk ohhe Circuil Coud only, I III�I+IIIII I�III IIIII f II(I�II��IIIII IIIII IIIII IIIII IIII I�II
2016032566
Repl:17�1926 Rec: 10.00
DS: 0.00 IT: 0.00
NOTICE OF COMMENCEMENT 03/02/2016 J. R. , Dpty Clerk
Permit Number
Tax Folio No. Q,�-�(C--�/•CY.i�J��,`L��'�'y�
The undersigned hcreby gives notice that improvemcoLs will be made lo certaiu real property,and in accardancc with Sectlon 713.13 of the
Florida Statu[es,Ihe following lu[ormation is provided in the NOTTCE OF COMMENCF,MENT.
] I.e al Descrin��oo of p,-ope-ty(street address required): =�!�V� Q�� Phe�: s� p i3 a� p�s �/�-�iq
������-����� � �4�
'�7 r.�? �-xic,�n /�r z=pl,.,�h;lls
2. General description oC improvements:
REMOVE AND REPLACE LIKE WINDOWS 'F CJ�,Y
3a. OwnerName: 1'19�L1'� � m�^'! �/���
Owner Address:_ 3`�I� F�Kfun �lCK'�-i:�Q(J�1 y�I7 r� FZ ;�,3,5L/�
36. Owner's inrerest in site: Oy�//"?t=1�
3c. Fcc Simple Title holder(of other[han owner)
Address:
�Contractor Name: -
Address: � FL 33l�)� Phone:���,�.1(.•hQm
5. Surety Namc: _ Amount of bond: I
Address: Phone:
6. L,ender Name: Contncc
Address: Phone:
7. Person within the State of Floridx dcsignated by owner upen whom notices or olher documents may be served as provided by
� Section 773.13(1)(a)7,Florida SlaWtes.
Name: Address:
Phone Number.
8. In addition to himself,Owner designates the Collowing person to receive a copy of the Lienor's Notice as provided in Section
713.13(])(b),Florida S[atutes.
Name: Address:
Phone Number•
9 Expiratinn date of Notice of Commencement(expiration d�le is one(1)year from date of recording unless a different datc i,
specified)._
WAANaJGTO OWNER ANY PAYMENTS MADE BY TIIG ON'NER AGTER TllE EXPIRAT[ON OFTHE NOTICE OF COMMENCEMENTARE
CONSIllERED IMPROPGR PAYMENTS UNDER CHAPTER 711,Y4RT I,SECTION 71J13,FLORIDA STATUTF.S,ANll CAN RESULT IN YOUR
PAYiNG TK'lCE FOR IMPROVEMENTS TO YOUR PROPER"fY A NOTICE OF CODIAIENCEMENT MUST BE RECORDED AND POSTED ON TAE
JOB SiTE BEFOliE TLE FIRST INSPEC'f10N. IF YOU IKTE\D TO OBTAIV FINANCING,CONSULT�VTTH YOUR LENDER ORAI'7 ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR KOT7Cti OF'CO\Ih1E�CEJ7ENT.
Signatur oFOw er Le,see,.or wner's or 1_essee's Authorized Officer/Direc[or/Partner/Mana er
g
S�gnatory's Tide/Offce �:;;�+''•'.t+i.
STA1'E OF FLORIDA ��
�j:�' ' -
COUNTY OF f'•�•
�as�v �� - ''••,,:�:
The foregoing instrument was acknowlpdge before me�iiis�d�y oi t�_�'�(7�{��r ,20�5 _, u •�,f.,
� by��3 K. ��lQ(�V` ,as r -� [or� X � �
— 17 n n
Personally Known OR Produced Identification — � m � �
• Type of Identification Produced 1-(, �7. �'>iS.3'.�d�I'd d`��(o•� N fN
tN �
� �
, ✓ ,,' . ,, � _ , . - -' . � � �
' . ,. - ..,., Signawre-Notary Public ` . .�.-` ' � .� T �
N N �
Under penalties of perjury,I�declam that I have read lhe fo�eguir4:md tha;�,ih;;tac�s s�a�ed in it are Irue[o the besl of.my knowledge and belief. - O V �
; , , ,. , , m � N
Signature of Natural Pcrson�Signing Above �� ' ' - -
(AcoDYofany6andmustDealtachrd'aUhetlmcafreenrdaiionnfifiisNo:icrnif..,�����ncemrni) ,P(aULA S 0'NEIL�Ph D PASGO CLERK 8 COMPTRQLLER
03/02/201����m PG ��A�
- OR BK 'T
. �
�
I
�
�,-��:!� �T'l�,T�OF FLORIDA,COUi�'�"`(f����.�,SGO y
',HIS IS�TO�CERTIFYTHATTH�.FC>l��GOING ISA �° �
TRU,E AND:CORRECT COPY OF 1'Hc DQCUMEN7 � ��'`f,t ''� �
ON FILE OR OF PUBLIC RECORC fP�l T�;1�OFFICE
UU �PiES MY HAND A �Q QFFICI�L SEµLTNIS '��°��se �
�,.�-, ,�t;
DAY OF �� t"�� 2��.� # " �� �•''`�"'j �
PAU A S a'NEIL,.CL�ERK&COMPTi:G�L�!'�
� � .+h 9:..` I
� -. DEPUTY C��:Ri<
�� �
4, , "
}� aisasaoozo City of Zephyrhills Permit Application Fax-813-780-0027
+ ' Building DepaRment
Date Received ���f Gj Phone Contact for Pertnitting % 5
Owners Name (� V } Owner Phone Number `�r,�j' ( 3'
Owners Address a — Owner Phone Number
Fee Simple TiUeholder Name Owner Phone Number
Fee Simpie Titleholder Address
JOBADDRESS � ' 3 LOT�' �
SUBDIVISION � � PARCEL ID# � - �
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL � .
DESCRIPTION OF WORK = _ � " � - � = � ,�. J l � /�
o��l��a c� a� a�oati�N�3
BUILDING SIZE SQ FOOTAGE� HEIGHT ��� / ��'S^2
f-rrTTrT
�BUILDING $ � VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ ���J��"\°�
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION \:/ �'�/��
QGAS Q ROOFING Q SPECIALTY 0 OTHER `��V"
I �lf7
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO �
i
BUILDER � PANY
SIGNATURE isr Y/ N FEE CURREA Y/N
Address •� Q , "r i C 3 � License# �Pjc� a�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#'
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address '
License#
111111111111111111111111111111111�1111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Pertnit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence inslalled,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
� •"'PROPERTY SURVEY required for atl NEW construction.
�1_!
Directions.,
Fill out application completely.
Owner&ConVactor sign back of applicaGon,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the conlractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITfING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Counter ii on public roadways..needs ROW
i }
� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
, intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco I
County
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of �
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and �
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT• I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
' "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter, or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the'ob is considered abandoned.
1
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 ATT RNEY BEFORE RECORDING YOUR NOTICE OF �OMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OW R OR AGENT CONTRACTO �
Subscn d and sw or i ed)befor e this Subscribed a d sw to�r a ed)before me lhis
bY a�a`ll� Cl G'P� 'WSGV`_
Who is/are p sonally known to m or�s/have produced Who is/are personaily known to me or has/have produced
as' enti�ication. as idenlification.
I
� � �Xt� Notary Public � Notary Public
Commissi n No. Commiss No.
/
Name of Notary tyGfed,printed or sta ed Name of Notary typed,printed or stamped
/
;�;if'"'�;, JACQUELYN S D?�RNS ;;p�'•'�'�`,: �AC6IUEI.YN S Dd1RNS
if� \ :.; .•: MV COMMISSION#FF927855
� MY COMMISStON/!FF927855 ;
�� , EXPIRE3 October 15.2019 �'•.,, �� , EXPIRES October 15.2019
I�Ci 3D8�t5� FiaiOallotarySorv�cx.cum IIC71998-0ty3 FIa10allotarySwvke.wn�
, ,
� O���_
�����`
�9n_iarr.
'�i►--�, �Cd�'.
:,
- � _ - r:..:
- i:�
4��
� City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��G���/'t-�d=�
Date Received: 2—�Z�,�
�
Site: ���� Z �/��i1 ��
Permit Type: 22 G(�r��'�J d��/�1C'�. 5�•�' l Q��-
Approved w/no comments: � Approved w/the below comments: ❑ Denied w/the below comments: ❑
Tlus comment sheet shall be kept with the permit and/or plans.
���/
Kalvin Sw`i —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
{, v ..- -_ _." , . " . .• - _ � ' _
, � : -_- _-- - Pagelufl
�` . ` - - � � � �
' - - _:.... - -- , .:15 . � - za . �
r
_-e _ . - -- ,� 5 i� � � c�" , . _a.
�
I.. . � � -� � ; - �e -
- , ' Z �
, . : - �.� .
- .�. � , z�
� - _ � �
- ., - �
. . ,' , � • za ' .
- = z� , ,� ..zz
- - - 5. ,
-,� - -, -= _. . - - �� -
_ . , . `� _ . -. , sa xo is -
' - _ F.6P,� ..
. _ � . .F� 25 _
� , � - , � � z �: Z
. �;
, ,;, - -
_ - _ : _ ,
- .- : -- - � n
' _ --,LY�V 11t1.��LL
_ -�r�t���i�LL��1�1� ABU�,D�G
_ � � , �����u ����ES,FLORID
- �REVAIL�IONALELE��C��C S�
� CODE,N ZEPKY�IILLS�R�
CITY 4F
. �
, , ' �� �,������
_ P'c�1���
� �i�"'�` t��r ���i�����LL� r
l
` , 4�!"�.��1� �XA�1�6�f� -
. 6tt J.Jh�ti��t�•_a ra' �. � , -
P �ser. as . ,. .
PP p �obov.c�mrsearchhra�erse/ha��img.aspx?becolor=1�794160,S:�vid... .(�'1;20i�
� � � r.
���►io��itt� Notes' ,� l' "3�,13��' t..+' � t..=a �S �"'�- "� k�2811atlbnNoteS: .[I./� ��U�J`e ���L�2L�,��,
_ � i(v
i��i'J�}G�W so�.unarvs -�--�----�'' f�. �� �l� L✓i l)✓Jd�--'S ,��'�t'l�
� 1� ` � ��'�s�'' b c�T--
VUind�w Specffic�icsr�ar�d[3�t�il _M.Y._ - fi ;/�i J � 1��,
Pursi�ant ta Contra!with�tew5ouih Windav�S/otuitons ._.� First Floor �' C{1f�2��i/�.S ,� 3 c�
Cusicsm�r:_ a �.r � +� 2 �lrn�n�r"� � � ��-' � ' ---'`'� r�
Addrsss: / � �X ;u fl.��� t� /�'G� L�L%�'� ��/�Z� t
� � ����.�
City, _.�{i�. .�._ ._._ZIP:.�:�,�.�2- ' '(�'�
Phane:{N" ' '(^s �l (C) {�,Ny `~�' �
Front
Can�taCi Date: P1 ' r� _FaCta(y Rep.:, d •�,,� � i Frames: 3creer�s, Insulatec!G{ass. nit Gr! f� tlans . ,�j .--•r- -lr✓' !�� �
CustomerA���ro� ,'�-,�����..-:..�. T„ a m �, ,� „� � r�/l�� � �
x. -n a�ass 9. 9 0 &'
� � caaor {W'x:H) (W z H} S1N,x.'N} �' `� . � �' Type ' R' � � �• ;' �'� _� �
wiN Location sh'� pCftiv3.'� Sates tviaasure t7ptining Size Maiie Size. a. � a '�: Addi16ot1a1'ifti4rtr}atio�
4. . ,I1,( .��/ � ,� ; .'' .��"�.:::.�:_�_..,._.__ x x F'�i�' ...._. _. __-
Z_. •�.t�t'����..:_ o. r, ��' �� 'X�? .__ x _ �i 3 x � �-J�,,1��' ...�.__._.._.._._._____
_�..�_� __ _ ___
:. ,3 .� � r. t. r.. �, �+,'!f } /
_ ..___...�__�.._..
_.. i.. ��_...:��_... X ��^ c1P._f-�i..� , ' . 6\. �.l�?Gs.�...__.__.._.__....___.___. ._.......
- �._.. _.�..._...,�._ _.._...._..__�__.__........_..__..._..,..._.._-�__
4'' ".: , ++ .� t�.t.'�. _l.__^.._ r��
� .=-_._._._W..� ._ .�___..._..._. ___ � "�' _ -- - - ���
�.;__
'�: S 8 wI i .�la ��n,• �C .. � � ` X .,« � ...
, a•
�
� ,. r
e r� t t r, i. t • � ''Y,� � Y"'/ ....��_X.J.1_... � ''
_.�. �..�......_ W� �_.�._,. r
� � c�3 � f i t�t : � . � "� ��.� �w . �
.,._ .._.��_.
_ "_.___.._. .._�.�__... _:._I�_ .�.._X� _.X ..._�.... �_.... _ ._ . .._.....�...� -u.-.�...
���:.. ....� .e.....�. ... ,. . .�... — _-�- '
a ���.� a� ....'±�� .���� ._.....__�_.x�_S�G+� .�_.._..----- _ � , ,
.� t =__._._.._ .. .,�. .� �_� r�._ '��x � � 3 _ � X� F G' : �- __ _
r.�
�.1Q., , ,sl,r Cb,��ts1 t, a � t .� ,".� X `� X X � �� ..
�t
tt' -c.i '+..." i, ii ��fr � x ...._. �3 3 .�° � .�. T,
_ ..�...�..._. *� �. a .
12 �{ r�orw ,� �4 �� {r , x '.��.� �'x x� � �� ` _ __w.. _._._._.._.��
i3 � e i r c r� a i t r' `� �� � � —
_....- -- ,... � X �_ X ........._ x ...... � , ..
i4 __. � _X ��__.._ --
� 1H ? 7(, X� � R .
�� . x X. K ; ^
� . 17� . .._... .. _ _x + X _ ,X _ , _. .
� 48. X ' ;x` � . „ �
, 16` ---- . ``� --� -_._.-x._ . , .
''2U', x, , . X... x - -
� . „ .. . . . -� . , : ,. . .i� , i. . ... .. .. . . . . . . ' - . � . • � .. '�{� . .. . . � ' . . . ,.. .
' ��r . . ..� .., '" �,.��:� .. .,.,. ,a .,,. , �� " .. ., _ ., �. , . ._. , ,. .,. ,�.,.>. � ... • ,»... , .. .. -
�:. ,.,
i • �
, �o+ar Sp�ci�6�a�as�� ar�d D�taol „� �;� . ' �; ,r.� }
Pursuant to�ontract with NewSauth Window Solutions � t� : �, �, -� ; "a :�
5v��ing Door Addendum w�'f�' ar; � ' � .;� �'� x�f
� '� ������� '� � ,
-�- �.... ��
�.d�" _ ° _..._ ��.. � �'� ;', �'�,��
Customer� p �,r.t' 11tz. ,�r,l �� . �`�����.�� �� �'i��L6,.J����f� Contract Uate: !/ °
Address: �.1.���./��J�'_� _.�. �!1 e�- ____�__ �`'�",�'��'�r,"�`�s� �.�-��``'""�.�",� - ' Factn.ry ftep: . .c`.�.,��� /
City. •• 2ip; �_._. 3 �i'�Z. �n�-�tm.,-.<„ 3 Cust�1pprQval: ._!��""`-� �
?-�; .��•��.__. � � _.._
Phon�: {H . ____,... .._�. lW}: _..._.._ _� _._ " ;
..._.—..._._.. ___... ---_._..�_._ _..__� _�._ _. ._
.......= . .__.__...__ _.____ .
NewSoatA n¢t respans4ble(n�palnUr� ar:L��oME ual�ss aiherW(sc nnted ki cantratt.
� .�.�.._.�� � . . . � .
• !
o Plastpro Glass tn_ , �" �{VJ x M) (W x M) (W.0 fij Handing � � T =� m v
a .� � - o.. N. � A@ditionallnfarmation
'r� �� , , � ;? � ', " K � or Hardware
;; , :.
{.._.:__.__._._�..: Aoor�. .�... ._.:. ' ........ ... .N y.�,..._ R�augh _ �. � � � �. ro _
I, l:ocation` � R5L /.ODL •Dimensi'ons 5ale�Measure Make 5iie �RH LH ,IS •.OS �
Slab•, . - 1�teasure , �
. [
.
1 , _' s�' _.�.._.,.� :� l ' X�r�y ... x. s x � �-- ._.__-- -__ _1�.__'�'Cp..G�^..���i�
2,�'. , � , X, X ,. x' .. �--
-3. � . X ,x-� X M —_ �— , .
¢ _ . _ - — , - -� . .
` � x� k� �x
__.. _._..._..,.—..... __....:.�...._.._._. �,..._:._�.. �...._....._..._. _. ._.... _.. _ ..._� �
5 �. �`.�,_._X x x u ____� �____
� ` , , :
, 7 ' , '" „c ' ' ' ' Y ' ._. , __. .� �.r. - . -- —.-_
^ ; "X X
X�.<, "X !S "g.:
.__.» -....� .�._�.....� ����..= � . ., . . --' . : .:�' : .,� .:...,,.:...... , ...�.,_,�. ._ _ .._....._
.:. :..
$ - ' • . �: �. ' x � ,. ..
_�...__. __...._. _.._,_.'
,, � X �
.... —�-__.... ...�..�.. . �...._ __ - - --
_.___.._.
9 ' � , ,.
�._w^-�:--- ... ---:�_� . _..� __.. ... ._.. - --- ._.�- ...... ._ _._ . __..�:.-�._�... __ _.
.
x x x
._ _ . _
� .
,M � .: '�..._�.....�X _� ' x � �' .�:;...�.� �.. •
, Hardware.and Hinge Finish Codes,.: , SilfFinishes ' ` �
, . � . ' Qbhi�u ��- �7ptsitlp Oulside � i
�. _____�._.._._�'; �
'S0S PVD Bright Brass, 624 Antique Pewter US1'ORiA , Mill-�luminurri„ . � . � ,
�"605' 9�i�fit.8tass''liS3 ` M622 MattesBla'cl<�':l7SiQ':. ' ' Brass " �I
,�� �_l ' ` �� �� ��
609,Anti.que Brass`US5. 625' Bright Chrome;U525 �� Brorize . ' ' �� ,, ::
:. . ., .. . __ , nnz,:�m..f,.,..::"::. � �t.:iu.,�m�:��ro���; . •
612 Satm r,anze`:USIOA.'; 626�Satin:Giirome';t1526D; y N�CJSEI� � t.{�ei+e.u���s»��.,. Insidc. ^a� InSitic. � � InS�de. ,
.
� ,_ � .. . � .. . :.:..._..._.. . . ' , . . - .
, - • ' , , . . . . . . . . .
. . .. .. . . ..... . .. .. . '.,." , ,�,� . '
US2D;Brass;ttarie d3clirort�ate:. '630;Stain3essSteei�U532D . � , , n�sia4�`-__.__. , . ___.._.�qui:iJc _•.•.- ✓ ;�U4sidc
619 Sa�i��Nickel US15 =71fi �Agec!Bronze: . - exz.e�;ckrdoid . _ - �4'`� ' � „-
;, _ . . .... .. .. -�- , . . ��
; � .. i' „ ,. , . , - ; . .
.613,.•DiI Rub6ed Bronte US108. � �' iaoe��medtom�xisiie' � �r:` � ��-; `�',
.. ��. Jamki�Ue ths/�T es� , PrimadCamp'ocRe � " . •280VJo'od ain � � " � - ' - . �. ;.. . . � ,: ' ' .,
p YP . i , _ � , � _ �.�•FrF«;:=�• ..; .u�sua.�1, ,
g ,�' '... ' , �.t..x:� 5,u:..
. ' - _ ` _ ., ` t� nxinr•.,.r�s.1...�-; Insi�e,, �.��ina,u:u�*�:.�� :InSide.. �C�� ..�nside� .
.- :��!1�9/16 5114f��.6.9/16�' ZS/4, �VJoodgrainCqmpo'slte ,_376,PrimedCompodite 4.'�-�^-,= =-�4�- A
, �� . .. .�. . . . . . - .. . . . - - . � . ., - .: _ . . ,. . , . � �:_^ _ T
� �.,.T� ' � .. . t r _� ` r . .,f ' 1 � . .., t " � ._ � � ' ' �' �• � •_ � -
�'4.. .. � .�.. . ,._. . w ... .' . ` . .�� .. 4 ^ ..v . ... r�. ..� . ...� �... ^ � .� � .. � . }� .. .�... .. .., . i . i�. � "
; '� . .
� ,Florida Building Code Online Page 1 of 2
�-:;��,�„�- ��-:�---- ,-,--..�.;---�-.�..�,r,-�-. .. :- ��': - ;> .�:� �� -
,a ,� '"�;::� d .,y.... :�• • ,
r� s. �"`-� ,'�`e�{" � g. �»�a•:�,�'::, w,,t�a,�wP�.•p.�,. " . ,.�;. . :v°. r
.. pf°.L-�a� ,�q,k Y �.'@�.y�,�b �§''a'�". n3��,N���+•'. . j� � �y w �k�
,,��,�.. .�L��.y�ai�`t��''fsy:, ..,;�r�. :��.�::g: � �'�"„`:-''�'"s" ;.j � '�,��, `l� �� .
„ .;s' - . .,�'�- '�$���y� � g >E�•°'� �t 4y
ah�4tC ;��.t f �t�"� '.�'wtl { £ ` .'.. '.�`.„&:.°: � I. .. � v1'o4a
��A •7A�'��aQ o F� a p ^fig��(�Y ����.�-. 1' � ..: `� �.........�'_" ,�r'w.-_ .
�•� , � �� .xa��c {r,�..,s..;. �,�:w':s2�°�=5� _._,.a...�
� Yy'ES, ( �{g2'�
ffi $� �[.: as°e '� 'S, �+� �� xt"�. ��':��.`�' �
�'�.� o'�-_:'-��-'�:;» ,.,�«X..�»:�:.r.::io✓.� It��.... �� �s"':`3'.�L»��e�
��(�a�t�:.(((�^.a���C BCIS Home i Log In i User Regis[ration Hot Topia { Submit Surcharge � Stats&Fac[s Publications FBC Staff i BQS Site Map i Links ( Search i
r��
BUS[II I�S �� . product A roval
P�OII.SSI 1�IG1 ��"•.,q ,�USER:PublicU�se�r
�'���i���l01�
i Prcduc[Aooroval Ptenu>Protlud or Aoolica[ion Search>Aoplication List>Application Detafl
.�"�;""I
-�,�r>�'; t ==y?�'s��,� FL# FL4452-RS
:s�<;._ .'r .�
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived �
Product Manufacturer Custom Window Systems�LLWOR�SH�1L"L COtiIPLY�VITHALL
Address/Phone/Email 1900 SW 44th Avenue P�VAILING CODES�FLORIDABUILDING
Ocala,FL 34474 CODE�NATIONAL ELECTRIC CODE AND
(352)368-6922 CITY OF ZEPHYRHILLS ORDINANCES
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
ekoss@cws.9c Z Ext 291 �������x^
�)g� �
1 Y��+�,����� ~ � .�'•—
Quality Assurance Representative Jay Lathrop ��A�� ���,��(�`
Address/Phone/Email 1900 SW 44th Ave. 1� ����pt��
Ocala,FL 34474 ��f
(352)368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Casement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
;.�5 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
i� Validation Checklist-Hardcopy Received
Certificate of Independence FL4452 RS COI EvalReo CWS-160D(CA-8400,NI).Gdf
Referenced Standard and Year(of Standard) Standard Year i
ANSI/AAMA/101/IS2/A440-OS 2005 �
ASTM E1300-04 2004 �i
PA TAS 202 1994 �
Equivalence of Product Standards I
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsxDn Wtyg6 Sflc... 2/8/2016
•~ � ;Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D �,
Date Submitted 04/10/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
4452.1 8400 Vinyl Flg/Fin Frame Casement 8400 Vinyl Flg/Fin Frame Casement Window
Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4452 RS II CWS-160D(CA-8400. NI1.odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+65/-65 Evaluation Reports ,
Other:8400 Vinyl Flg/Fin Frame Casement Window C-R65 FL4452 RS AE EvalReo CWS-160D(CA-8400,NI).pdf
(36"x72")+65/-65 psf.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes
4452.2 CA-8400 Vinyl FIg Casement CA-8400 PVC Flg Casement Window,Non-Impact,36"x 72".
Window
Limits of Use Installation Instructions
� Approved for use in HVHZ:Yes FL4452 RS II CWS-508B(CA-8400,HVHZ. NI).odf
, Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Drawings for Design Pressure.Non- FL4452 RS AE EvalReu CWS-508B(CA-E400.HVHZ,
Impact,Max.size 36"x 72".Glass complies with ASTM Nt��df
' E1300-04. FL4452 RS AE quanex(Mikronl NOA 12-1017 02.udf
Created by Independent Third Party: Yes
6atk Next
Contac[Us 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Copvriaht 2007-2013 State of Florida.: Privacv S[atement AccessibiliN Statement Refund Statemen[
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response[o a public-records request,do not send
electronic mail to this entity.Ins[ead,contac[[he office by phone or by tratlitional mail.If you have any questions,ptease contact 850.487.1395.*Pursuant to
Section 455Z75(1),Fiorida Sta[u[es,effective Oc[ober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
[hey have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.If you do not wish to
I supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
� � i�t_wA —�-�a�,
SCCUfitl'St7:Ttiti:ti
� r���
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsxDnWtyg6Sflc..- 2/8/2016 I
� GENERAL NOTES: �
; CASEMENT - NON-IMPACT 1 THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED ������s�'
( WIP8�it7tihJ SYS'T�J�SS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CUFRENT �g00 SW 44TH AVE.
EDITION.
� OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET2) N1WWCWS.CC �
I �—MAX.FLANGE WIDTH i
� ------ 36" -- 3.CONFIGURATIONS:"X". ALL W INDOWS OPEN TO OUTSIDE-LEFT OR
MAX.UNIT WlDTH RIGHT H4OO PVC .
II MAX.SASH WIDTH I 4 DESIGN PRESSURE RATING(SEE SHEET 2); CASEMENT '
i -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT •
! �-- A ' P SSTIVE DES GN LOADS BASED ON,TESTED PRESSURE,WATER
i
i --- ---- — INFILTRATION TEST PflESSURE AND GLASS TABLES � '�n � rn m I
i I � ASTM E-1300-04. i i^ �- o o i
i
i !N M N O I—�
I JJJ� I 5.ANCHORAGE:THE 33 1?396 STRESS INCREASE HAS NOT BEEN USED i ,o � o o �:
� � � I IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR � � "
DETAILS. WINDLOAD DURATION FACTOF Cd=1.6 WAS USED FOR WOOD I �� p p p �.�
I � � I ANCHOR CALCULATIONS. ; w ¢ ¢ ¢ m; ;
I MAX � ' / � -- ------ -��--��i
; FLANGE I ( � I 6.NOT APPFiOVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE ! ,m m ¢ 'Z.
HEIGHT B I i � i B SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. �LL LL- a � i0'
� � 'v o o m i(ni
i �� 7 ALL FRAMES AND VENTS FULLY WELDED. ; �N N v�i � '>
' I I � w w Z'W
i / i �W W N W �'�
72" i I / I 8.SERIES;MODEL DESIGNATION CA-8400. � a a �n a �;
MAX. W � W o C��
i HEIGHT � �/ ' � I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING. Q Q � � U:
a cq f
� X I 65 1/2• X=OPERABLE SASH i a a a ° w
I I \ i '` I GLASS DLO _ i� .7 > > O I
i I � I . — �- ..�
' i � \ ' I -- �� U [0 Q ��
?�
f i 70' �� � I ,�1i11t�lli!(�r�,
MAX. � i\ � � ,���� Pp10RE4y 1,4���
j SASH i i \\ { �l `���Q.�?.��GE.AI$�G'P�Cn�G
HEIGHT
i I , . +
� ! � � � 6–{ Lucas A.Turner �`f: �0 58201 :�F�
\
I � � , 2015-04-03 '*c rr '*"
i ' �\ � I �� 12:52-04:00 �g'. STATE OF .��u�'
. I ' �• I 5 i ��Q,c�•�A �•��
! I \ � �ii�i�+s•C p R 1�P�j.����
.�.—_ -�--�-- ——— (
j ——— ,,��'Sig�rA��?�,`,
i q i /-. � � y
� v I r�
4/3/2015
, /�� LUCAS A.TURNER,P.E. ~
FL PE H 58201
� ��t�z- 1239 JABARA AVE.
GLASS DLO NORTH PORT,FL 34288
� j PH.941-380-1574
LEFT HINGE SHOWN SH[C-TDESCRIPTION:
� RIGHT HINGE-OPPOSITE
; GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DflAWNBY ��DATE: ��
' GENERAL NOTES&ELEVATIONS. 1 MAX.'UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE o�iz�io�
I ; GLAZING DETAILS&DP CHART .2
II � SECTIONVIEWS... ......... .3 DWG#: REV'
� BOM&EXTRUSIONS.... ... ... ..: 5 36"x 72" SEE COMPARATIVE ANALYSIS NONE cws-iso 0
' i ANCHOR SCHEDULE&NOTES. CHART SHEET 2
-- ----'
SHEET i
INSTAL T ON DETAILS. ....... ....6 + SCALEi is
= —
------- — -`-----
_ — - -- ------- --------- ----- – _ 1 O F 6
�� �._�,� � ����M�����AWP DFStGN PRESSURES(PSF}FOR"X"COidFtGURATlOFI �TM���������� � �7n {�/�
� ' � �C�i1�n�LlCU/�� I
Unit Glass Unit Height(in.) �
6 8 *��ld3�s���1SYSy'�Y�s��
Wid#h{in.} Type 18 24 3d 3 42 4 54 BQ 66 72 ig00 SW 447H AVE.
OCALA,FLORIDA 34474 '
A +70.0/-97.5 +70.0/-97.5 +70.0/-97.5 +70.0/-97.5 +70.Q/-97.5 +70.0/-97.5 +70.0/-97.5 +70.q 1-97.5 +70.4/-97.5 +70.0/-97.5 www,cws.cc ��
18
, B,G, D t70A!-97.5 +7Q.d 1-97.5 +70.0 I-97.5 +70.Q 1-97.5 +7Q.Q 1-97.5 +70.01-87.5 +70.0 J-97.5 +74.01-97.5 +70A i-97.5 +70.01-97.5 `- _
A +70.0/-97.5 +70.0/-97.5 +70.q/-97.5 +70.0/-97.5 +70.0/-97.5 +70.0/-92.9 +70.0/-81.9 +70.0/-74.2 +70.0/-70.0 +66.5/-66.5 8400 PVC �
24 GASEMENI` '
8,C, D +70.01-97.5 +74.0!-97.5 +70.0!-97.5 t70.01-97.5 +70.0 t-97.5 +70.d t-97.5 +70.Q/-97.5 +7Q.0 t-97.5 +74.0 f-97.5 +74.01-87.8 ;
A +70.0/-97.5 +70.0/-97.5 +70.0/-93.6 +70.0/-93.6 +70.0/-93.6 +70.0/-88.7 +70.0/-74.6 , NON-IMPACT
30 ����:�: i� - '�'�:'��° �
B,C, D +70.0!-97.5 +70.0!-97.5 +70.0/-93.6 +70.0!-93.8 +70.0!-93.6 +70.Q/-93.6 +70A/-93.8 +7Q.0/-33.6 +70.0/-82.& +70.01-73.9 i i� .- � � ; �
��- ,� oo
A +70.0 J-$6.7 +70.0 I-73.1 +66.9/-66.9 +65A/-65.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0 ��,°`,� ,.r,_y��;..-s's• n . .„•,; ,� : �N m N o �-�-i �
36 �� . :����:����h i o 'T o 0 0' ;
B, C, D +70,0/-86.7 +70.0/-73.1 +66.9!-66.9 +65.q/-65.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0 +65.0/-65.0
�� oaoa- '
!w ¢ ¢ ¢ m.
_ .._.� � m
' a !�I
i �� � ¢ ;o�
� .� � a �
j io o a m jCA�
�c
' - ic�u c�v m w ZiW�
w
. t¢11 W N � � ¢i
a a :n aQ
------�-�--7/8"OVERALL ------ 7/8"qVERALL - -�/8"OVERALL -7r8"OVEflALL 'iw w �w o CG:
� U
j �----�- --i/g°ANNEALED -- 3%i6"ANNEALED � -- i18"TEMPEHED ---�-3/t6"TEMpERED ko 0 o a �j�
€ -.�' ...- -« E ;� � > > Q� i
�-5/8"AIR SPAGE � ' tf2°AtR 5PACE j - -5t8"AtR SPACE ----'�112"AiR SPACE t . ..: i
' 1 � � � ' �oUmQO:
--7/8"ANNEALED � iN.-- ---�'��-�3/�6"ANNEALED -1l8"TEMPERED � 3?i6'TEMPERED � ,_� i Zi �
; " ��S K FLEX 52� �n ��SIKAFLEX 52 E p� �S KAFLEX 52 E��n �� S KAFLEX 552 E tt�e � `��w+��p�,N�R�4V r�!/,ry s
i / � � ;�¢,��GI"cNSF•.�',��i,�
`� ��--- t5 �62 �:+ No 5$2U1 �'�'7�r�
�*; � s*=
13 � 13' � �13 �� 13 � �9^ STA7E 4F GGu."
� :0,��.fi •4r.`` ,
� �1:2"GLASS BITE �1/2"GLASS 81TE �i/2'GLAS5 BITE ll2"GLASS BITE I ',,'r��i���A�yqi��``,* '
-:6J _"�i v -{e> Z.�
��__4/3/2015.___._____;
� � � � � WGAS A,TllRNER,P.E. I
FL PE#5$201
1239 JABARA AVE.
GLASS TYPE A CaLASS TYPE B GLASS TYPE C GLASS TYPE p ' NORTH PORT,FL 34288 {
PN.941-380-1574
SH[ET DESCHIPTIpN: �
COMPARATIVE ANALYSIS�
AND GLAZ(NG DETAILS �
DRAWN B�Y DATE:
( aa�E I��m��i2��ro� �
DWGU: IFiEV' ..._~
; M110TES: � CWS-160 I D
1 IF SIZE WTENDED IS NOT BMOWN,USE NEXT LARGER SIZE. sca�e; '
! _ _-�
� 2.5HADED SIZES ARE NOT AI�LOWED FOR THAT GLASS TYPE. � BHEET
f
�'1 20F6 �
I
i — --- - i
; �'��f���'
� �5 33� 1900 SW 44TH AVE. �
j INTERIOR ' �' OCALA,FLORIDA 34474 �
www.cws.cc
, `zs z2� i i so as, aa – _ �
i Qo � �� � ; 8400 PVC �
CASEMENT
I ,,s �� �� — .3z, NON-IMPACT '
I �
� (46J�� 15 -�- �18 . � r o o I .
� I 4�— Q � 0 �idoonuii
. q� ic` co c� o r!
' �`_' e� I n r> o a n ¢I
' ��o �o r o o O;
^ I I I j`! W w W
i s� � 3i e (si s i �� `. � :J .i J
18 � ' � ;� ❑ O � }.
:_) C..� �.� � s�a ^s i a s _._;w ¢ ¢ a m� ;
� � �
6 SECTION VIEW B-B i m,m � Z i
i
LL LL a LL ':O;
�� o ..._.22 . I a o o ��
otl
n IN N (n 3 Z!W�
�2J—_" � v W I w N ¢ �'�
1 � � � a Q'!
!w w w o ¢� ,
l�—._ o 0 0 ¢ �� ;
o W
� • -- --'--�> > > > ❑1
� ---- .,
� � !� U ¢1 Q zI '
INTERIOR
``��iNORE�r�r��� �
��` p,N W r�����
� 4,, � `�a`;.;��cENs�•.h524.
.
� ��" No 58201 '�'A:
! � �9'• STATE 4F t�1�
-L°' / q ; s°�•..� P.:�`z':
/ .
� `�2}— D � ^ i -,t�`'-;oaiti •r�`,.
�3 0 :� /L � I ����r s�0 M1l A������,
i 57 __ �„ ��
I I
i ��� � / � \ - 36 `5 �� �_4/3/2015
�� � LUCAS A.TURNER,P.E. ~
I FL PE#58201
� I 1239 JABARA AVE.
� � �� j NORTH PORT,FL34288—
P H.941-380-1574
' �ae as —
i SHEET�ESCRIPTION:
SECTION VIEW GC
; SECTION VIEW A-A ALTERNATE FIN FRAME SECTION VIEWS
� DRAWN 9V• �DATE: '
I ADE � 07/27/07
DWG#: I REV'
' ITEMS NOT SHOWN FOR CLARITY CWS-160 I D !
; 14,16-17,19-20,25,27 32,34,37-38,42,44-45,50 scA�E: SHEET—�
� 1.2 30F6 ;
PARTS LIST � ^
ITEM PART# DESCRIPTION VENDOR MATERIAL -31�8�� FRAME AND
1 H-60308 FR.,CASE.,MAIN,HEAD MIKRON PVC --� SASHCORNER �������
PVC CONSTRUCTION b,jtirs���,yy gy$�g�gg��
2 H-6030B FR.,CASE.,MAIN,SILL MIKRON Q i�
3 H-60308 FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC Z, �soo sw aa7H AVE. ;
OCALA,FLORIDA 34474
4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC �� 3�T6��1 www.cws.cc '
5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 3 11/16. � `� �re� -----
6 -6008 SASH,CASE.,TOP RAIL MIKRON PVC ��
7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC � S4OO PVC
8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC o �:�s^
p PVC GLAZING BEAD CORNER wELD CASEMENT
9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALLSIDES) iVON-IMPACT
10 H-1592 SCREEN RAIL,SIDEIBTM KEYMARK ALUM �e
11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME
12 GLASS SEE SHEET2 H•6030B IT' = o o '
inoonwl
13 P-3028 SET BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER �c� c� a o r!
14 P-3029 SCREEN LIFT-OUT SUMMff �`�' � � ^ ¢
zs,is ,o 0 0 ❑i
7ri6"_
� 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 5�8��-� �� ��% w w w ;
;� 000r�
16 P-3195 SCREEN SPRING,NO HOLE TENSION � � 6 as� �---�a_s w ¢ ¢ ¢ m
17 P-3197 SCREEN CORNER KEY M&M NYLON o �?� �;�5^ ���g�J j j o �
18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 8j !m m � �Z'
Z��4� 9 COII..062 X.656 COIL,.OS X 437 � LL �- a LL O'
19 P-3228 SCREEN SPLINE, 155 DIA,BLK DAPA _ � �< � � I�
-u16" P-4491 P-�1050 � �� - m
2 0 P-3281 SPACER,DURASEAL,SEE SHEET3 DURASEAL TRUSEAL o I� � W Z z iw'
21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE L I ;w w C+ Q I�i�r
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH � !o 0 o a In.'
23 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL,SIKA H•6008 �Q e Q � v i
24 P-3539 #8 X 3/4"QUAD PH TEK,ZINC,SCREW
a c1),
� w;
25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER �a a a y �
9/16"_ ! I> > > > O I ,
26 P-3587 #8 X 7"PH FH TEK 2,SS,SCREW FASTENAL SS 9r76 �o c� m ¢ O� ,
27 P-3613 CWS LBL.(LOGO) i o �— „ ° '.- Z.
28 P-3685 CS-8400 GOLD CERT LABEL,NFRC TAB 1 5J16"� t s�is" � � ; ���a�s��R��+tr����
2 9 P-3 7 5 2 C A P P L U G, 1/2"H O L E M&M NYLON � ��7 6^ � ���s� ' .`�`5�:�;��;�"rU'`''.
30 P-3881 TEMPORARY LBL.(NFRC/DP) � `�V P,;�,� SF•.:A��.��
31 P-3940 SNUBBER,SS,PVC SCREEN RAILSIDE/BTM SCREEN RAILTOP/SIDE J:� No 58201 ;�'A�
32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 '*; * ;*_
33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS �'�� ;��
34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SS I 'Q:, STATE OF :��`
35 P-4006 LOCK,MUL71-POINT, ROTOHDWE.,WHITE ROTO SS 3�!g^-- 314" ' � ����'=cC 4P'��.`�
i � ��i�iS�'`+�.R�"'"�C7��
36 P-4007 ROTO.OPERATORS(FORLEFT/RIGHTOPENCASEMEN� ROTO SS �--- ----- ------ � r � � �'�r��/OM1Pp�.E�����
37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS ���16� �51.� � ���te�ien�t
38 P-4010 STUD BRKT., ROTO OPER.,L.H.,ROTO HDWE. ROTO SS Q � 1-- �'e� y�
39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON � y
40 P-4014 HANDLE,STD, ROTO OPER, flOTO HDWE.(WHITE) ROTO ZINC SASH REINF __ 4/3/2015 _,
41 P-4018 HINGES(LEFT/RIGHT FOR LEFTOR RIGHTOPEN CASEMENI� ROTO SS S-15o5
�� LUCAS A.TURNER,P.E.
42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS a i!z•' �,—, FL PE#58201
43 P-4021 #8-32 x 3/4"�uad FH W/1l16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS �� �%�6" 1239 JABARA AVE.
0 NORTH PORT,FL 34288
44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP 1i2• � PH.941-380-1574
45 P-4031-P�040 71E-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT) ROTO SS 3!16"� I SHEETOESCPIPTION:
46 P-4050 REINF COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM Li t'-3•------'
47 P-4043 STRIKE,MULl1POINT M&M NYLON �"'-��- � ��$ BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLATTEK,SS FASTENAL SS 1--- � SCREW SUPPORT I— --
49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P_3113 OFAWNBY' DATE:
50 P-4641 #S x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H•6030A I ADE 07/27/07
51 5-1505 REINF.CASE.SASH KEYMARK ALUM iDWG#: REV
52 S-6064 GLZ BD.,7/8" MIKRON PVC ' CWS-160 D
, --------...__.._.. ..�
I sctiCe: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1-2 4 OF 6
�...- --._...-- -._.—..—...---...-------__..-------------------------.._...-----------------
,z s�a��nnax.o.c.�rvP.� — - -- -- ��nv���� ,
� � 4"MAX.(TYP.)-- I 8'MAX.O.C.(IVPJ ����(�%�i
6"MAX.(TYP.) r SEE NOTE 2
i 6"MAX. 7YP. 4'MAX.(TYP.)—� i SEE NOTE 2 `�I�E�C�1 5V$'���55 L�G1 j
� � �� � 1900 SW 44TH AVE. �
i ��- - - - - - - OCALA,FLORIDA 34474 �
}-- WWW.CWS.CC �
� � � i i --
' � �--- � --INSTALLATION 8400 PVC �
/ ACNHOR(TYP.) CASEMENT
I / A AX.O.C. t
, , �.,.,,P.� � , � NON-IMPACT �
� �z° ;
MAX.O.C. �n � o o i
i (T'P.) / . �� o o n w I
�N M N O Q!
� � � � ' !O � O O �j
� '
X " ; Y W W W
I 1� __' IW Q Q 6 mj
� i i INSTALLATION I m m p '�'
� � I U U � iZ�
• \\ ANCHOR(TYPJ \ ; �p o o LL I��
m �–!
� �N N (!1 W Z�W�
� � � !a a ;n w O��
� � \ � I \ I I � �❑ O ❑ a a� .
� W W W � CL!
' Ie ¢ ¢ � v�
�o 0 o a u�:
a a a a w;
I �
i� � � � �I
, , � -.._. � � 1---- Z i .
, , � � ,o � mQo�
- - - - - - ,����t�PTtOREW����i
��Q�G;:�GENS+S'•'Q��,i
� ANCHOR LAYOUT-(FLANGE) 6^rHRU FRaME ANCHOR� ANCHOR LAYOUT-(FIN) `.,J,�'. No 58201+•.?�'�;
HINGE SIDE JAMB(TYP.)
�I
�*' #, :7k_.
:9Q; SFATE OF :��1�
NOTES: %y���tt+,A�O R 1�p����•��`
! 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��'+S�QP�R�E���`,
i 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USI�1G LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1;�6"IS PRESENT, LOAD BEARING SHIMS ��
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. __ 4/3I2015 _
LUCAS A.TURNER,P.E, i
� 4.ALL INSTALLATION ANGHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION FiESISTANT MATEfliAL OR COATING. OISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD FL PE#58201
MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
� NORTH PORT,FL 34288
' 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 __�
MINIMUM SPECIFIED IN TABLE 1,SHEET 6. sHeer�Esca�rrioN:
I
� 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEr'CMU OPENINGS,EMBEDMENT SHA�L BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE (ANCHOR SCHEDULE AND
OPTIONAL. � NOTES
7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED 6ETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRn�wu sv I DATE:
I ADE 07/27/07
; 8.WOOD OA MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE.
iSUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONFiY SUBSTRATES MAY NOT BE CRACKED. iowc tt. aEv
CWS-160 D
i 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHEAS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET
-- - —..._.._
i FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE W INDOWS), FMNWDMA 250(BOX W INDOWS).FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:14•29 5 OF 6
�
I MIN.EA-iBEDAdENT - --- ������� '
i SEETABlE1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS ������"'���5��
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST ff{'''''''' --SUBSTRATE 1900 SW 44TH AVE. �
MIN.EDGE DIST —�� SEE TABLE 1 I � SEE TABLE 7 ---- !
OCALA,FLORIDA 34474
i SEE TABLE 1
1!4^MAX.5HIM- �=- WWW.CWS.CC i
I SUBSTRATE BY OTHERS--. ��� MIN.EDGE DIST
j SEE TABLE 1 SEE TABLE 1 i $4OO PVC
IMIN.EMBEDMENT �NSTAILATION ANCHOR LIOO �}�
� PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 I CASEMEfdT
� BYINSTALLER MIN.EMBEDMENT
IINSIDE AND OUT • SEE TABLE 1 NON-IMPACT .
� SEALANT BEHINO � � ��i4"MAX.SHIM � 0 ! 'u� *- rn co
� FLANGE BY INSTALLER p � � ,- r o 0
woonui
i �� � '�_ � � BYR STALLER ALANT ' ,a o 0 0 0'
i P E R I M E T E R S E A L A N T � � i ,
i � I N S I D E A N D O U T i '
BYINSTALLER �� w w w
INSI�E AND OUT INSTALLATION ANCHOR� g O � O r,
� � -SEALANT BEHIND SEE TA�LE t W Q ¢ Q m; �
i FLANGE BY INSTALLER SEALANT BEHIND i p I fn i
FIN BY INSTALLER ,m m � z�
� HOR¢ONTAL SECTION �C�� HORI"LONTAL SECTION . �LL LL a o j O I
� INSTALLATION ANCHOR----- �6 TYPICAL JAPAB ANCHORAGE �� TYPICAL FIN ANCHORAGE ; o o m m �
' SEE TABLE 1 `-'1 HEAD AND StLL SIMILAR FOR FIN INSTALLATION i N � N w Z�W I
� w w N ¢ � �I
i � NOTE.ADDITIONAL THRU-FRAME ANCHORS o p p a a:
i � (AS SHOWN IN DET.B�6)REQ'D AT THE HINGE I � F � F w U
j SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. ;o 0 0 � �� '
o w:
� �� -- i !7 � � � 0 i
r'L� :1!4"MAX.SHIM � O U 07 Q OZ I i
` SEALANT BEHlND �J - ' '
PLANGE BY INSTALLER�\ O .._l. ,,�������ypREW������,
�! ♦
; PERIMETERSEALANT- / MIN.EMBEDMENT �G¢`%��.�G�MSF���'I����
� BY INSTALLER SEE TABLE 1 r;
INSIDE AND OUT 1 v: No 56291 '•'A:,
- -- - —L �*. * �*��
' � :�: :��'
� SUBSTRATE BY OTHERS� � _..._�_MIN.EDGE DIST OO �Q; S�ATE OF J�k!`,
I SEE TABLE 7 � �
SEE TABLE 1 � ���i��'s�,�O R l�P'�j��:�� '
; HEA BY NSTAL ERREW�/ \6 1YP CIAL SILL ANCHORAGE ���41��NA;��t��,,
I �r)
� ` ...--.—� �
� 4/3/2015 �
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. �
� FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"IlW TAPCON i" �'1�8" pER1METER SEALANT----'-� 7239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IPN TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
! , INSIDE AND OUT PH.941-380-1574
! FLANGE COI�CRETE(2.85 KSI MIN.) 3/16"ELCO UL7RACON 1" �' p��� HORIZONTAL SECTION ------�
�y_.__. _ SHEET DESCRIPTIOIJ �
i FLANGE GROUT-FILLED CMU(AS1N1 G90) 3/16"ELCO ULTAACON 1-1/4" 2-112" •�� BOX FRAME INS7AL�ATION
' FLANGE 2X MIN.SPRUCE•PINE-FIR(G=0.42� 3/16"IPN TAPCON HCAD AND SILL SIMILAR FOti BOX INSTALLATION INSTALLATION DETAILS ;
OR ELCO ULTRACON �3�8 ��$
� FLANGE 2X N11N.SPRUCE-PINE-FIR(G=0.42) #10 WOOD SCREW 1-3l8" 7/8" FLANGE REMOVAL NOTE.PARTIALLY OR FULLY REMOVING THE FLANGE, DRAPlN BV DATE:
16 GAUGE(0.060")MIN.S"fEEL STUD #10-16 HILTI KWIK-FLEXOR fIW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED ADE 07/27/07
FLANGE ��i s„
(33 KSI YIELD MIN) TEKS SELF•DRILLING SCREW THRU 0.060" DWG#: REV
1/8"ALUM.(6063-T5 MIN,)OR #t0 GRADE 5 SELF-TAPPING' FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEO
; FLANGE INSIDE AND OUT FULL PERIMETER,BY INSTALLER. CWS-160 D
7/1 G" .----- --+
; i/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scn�e: SHEET '
: FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42J #8 WOOD SCREW 1-ir2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6
,
, ., . ,
U��T�� 1239 Jabara Ave.
1 � North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 160D
April 3, 2015
Product Description: Series 8400 PVC Casement Window,Non Impact, 36"x 72"unit size 37
1/4"x 73 1/4"flange size, 1/8 or 3/16 Annealed or Tempered IG Glass
Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the St�' Edition (2014)Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-160D, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3586-3, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E. on 4/20/09
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-OS
4) Supplemental Calculations to support CWS-160D, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-160D.
Limitations of Use: This product:
• May be used in X configuration in sizes up to 36"x 72"unit size, or 37 1/4"x 73 1/4"
flange size, with max. glass daylight size of 29 1/4" x 64 1/4"
• Achieves design pressures as indicated in comparative analysis table in CWS-160D
• Is non-impact and requires the use of shutters
• May not be used in the High Velocity Hurricane Zone
• Requires 1/8 or 3/16 Annealed or Tempered IG Glass (E13001imitations prevent the use
of 1/8 Annealed IG glass in soine sizes as indicated in CWS-160D)
� Requires Quanex (Mikron)white rigid PVC extrusions as shown in CWS-160D
Certificallon of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
,t4peitl�iPrt�
i���►���,u�t��e �r���
,� � y�..�. �l '�I
�ih�k�S .•y�t�i��,�C';i•,'�-�-t��s
�-�:'* f�a 59201 :�7��
� ; ; •• ��
r ak, *, ;�lr ,:
�.
't3:
� _ ���'�� �� .��„ Lucas A3Turner, P.E.
I ;`���t�•�� +�F�t��.��'�`�°` FL PE#58201
�,'' • C� .
�����°�p��i"a y��°4�' Lucas A.Turner
2015-04-03
12:52-04:00
. - �
• �Florida Building Code Online Page 1 of 3
,R,. Q... '^��+w^'^^e^--a- �-•m---�-�•:'-S"�`"".--_..-.ry.... x,w r.�.,' ._ ,
pj,V�sE4"-��T1- ••'�4 .« .Y. ,.. 'kA9abtera» �...,,F..
r ;�,
�s`� .t!` . `.q��-.-.`�.. 6a` �$
f Yj;,�9�y,'x�i�.4.''S{�`Qr, �-Y'h�w x ^_. ' �, � . Yti�_.�f.,y',p,�'�� ' ��.
• �.�.� � 'y:,a y °^,��"M ug?'.s'y...- ' - ., ��< €Tk'�ic��a���:: ',.8
�q 0 ;. ` :R :n�G'...c,:,� `�e CF'. j, •�..:E''. : k' �•.
�robq�: .'S # �W �Q, m+-a� �� 4'�...,�Y� � t ..� a:_' �.G �+:.�'. �� ..
=�'��:�i. .(� .�;����,-,m���;���a�-���$,r� %;:,;�::�" „�,: �_�:
� , ..; . <. ��,;.�•�<,;,: �....�
,t.l`mS+'»yw,Ws�i:e�.�.�'S*:���:e�,...a:..'�...y.».w..A.wa,✓._,.e.k'N..��,".a'u..w:,:_f': �S?�: •t:jik::. �t: �F:
,c. .,, .� r . , . . ., e �x s� . � .§; xa. � t. _
����I{�i��'���3?�'{��� BCIS Home { Log In ; User Regis[ration Hot Topics � Submit Sur[harge i S[ats&Facts Publications �W FBC Staff %M BCIS Site Map ' Links }n'Search i
Busines ��,� �
Professi��( � Product Approval
�USER:Public User
}��C�t��a�lOC1
Q#�;;#�!1,�;'�,R��,}f� Product Aooroval Menu>Product ar Aoolication Search>Aoplication L•st>Appiiwtion Detail
�'��
�t",'����+� w�',�t' FL# FL5777-R4
��.=...�.3k.�3�&._,..;�.:aa�.�
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived `j
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 '
ekoss@cws.cc
Authorized Signature Koss Erin pI,LWORK SHALL COMPLY WI`TH ALL
ekoss@cws.cc
PREVAiLING CODES,FLORIDA BUILDING
Technical Representative Erin Koss CODE�NATIONAL EL�CTRIC CODE AND
Address/Phone/Email �soo sw a4tn A�e.CITY OF ZEPI�YRHILLS ORDINANCES
Ocala,FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291 ���l������
jlathrop@cws.cc
Cl1rY OF�E���{�yILLS
Category Windows PLqNS EX,q�i�t�ER
Subcategory Mullions
,
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
.� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurence Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
�� Validation Checklist-Hardcopy Received
Certificate of Independence FL5777 R4 COI [valReo CVJS-2446(3 in Mull NI)udf
� Referenced Standard and Year(of Standard) Standard Year
AAMA 450-06 2006
AAMA/WDMA/CSA 101/I.S.2/A440 2005
' TAS 202 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2bZ 1 jLJBT... 2/16/2016
• � Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D I,
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approvai OS/04/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
5777.1 Adjustable(Angled)Muil Adjustable Mullion for Alum.and PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5777 R4 II CWS-243B(Adj Mull, NIj_pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: Not for use in HVHZ.See Mullion Product Evaluation FL5777 R4 AE EvaiReu CWS-243B tAdi Mull.iVI�df
Report for complete list of Limitations and Conditions. Created by Independent Third Parly: Yes
5777.2 CWS-1758 Mull Bar 3"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R4 7I CWS-430F�f3 in P7ull,NI).udf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete FL5777 R4 AE EvaiReo CVJS-430B(3 in Muil NI).pdf
list of Limitations and Conditions of Use. Created by Independent Third Party: Yes
5777.3 CWS-1759 Mull Bar 4"Mull Bar for PVC Windows.
i Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R4 II CWS-431B(4 in Mull.NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete 1=L5777 R4 AE EvalReo CWS-431B t�in Mull NI)pdf
I list of Limitations and Conditions of Use. Created by Independent Third Party: Yes
5777.4 CWS-1760 Mull Bar 5 1/2"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes �1.5777 R4 Ii CN,+5-432B f5 in Mull.NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58Z01
Impact Resistant:No Created by Independent Third Party: Yes
I Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete FL5777 R4 AE EyalRep CWS-432B S in Mull.NI).pdf
list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.5 CWS-1950 Mull Bar 2"Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions
, Approved for use in HVHZ:No FL5777 R4 II Clh1S-245B f2 in Mull NI)pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-N/A Evaluation Reports
Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R4 AE EvaIRe1�CWS-7_458(2 in Mull,Nl,j,pdf
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party: Yes
5777.6 CWS-1952 Mull Bar 3"Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5777 R4 II CWS-244B(3 in Mull,IVI , dF
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
i Design Pressure: +N/A/-N/A Evaluation Reports
Other: Not for use in HVHZ, See Mullion Product Evaluation FL5777 R4 AE EvaiReo C�NS-24�8 l3 in Mull NI)pdf
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party: Yes
Back Next
Contact Us 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2bZ 1 j LJBT... 2/16/2016
GENERAL NOTES: i
3�� PVC MULL BAR - NON-IMPACT 1 THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDTOCOMPLYWITH ������s
wirar�w+svs�r�r�s�_/�_ ;
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING HVHZ 1900 SW 44TH AVE. '
OCALA,FLORIDA 34474 �
2.CONFIGURATIONS(SEE SHEET 2).VERTICAL OR HORIZONTAL. !
W W W.0 W S.CC
3.SEE MULLION CHARTS FOR N1AX.DESIGN PRESSURES AND LENGTH. ------�
(REFER TO SHEETS 2-3)
3"PVC
� , 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
I �� \ I DESIGN OF THIS PRODUCT SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD MULL BAR
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. NON-IMPACT
�
I I 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS
� O � REQUIRED IN WIND BORNE DEBRIS REGION. ! �n .- I
� i 1� in llJ
i 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ^ �
I , . I DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL W INDOW UNITS. o r o
ANCHOR C�IP - -- - - -- -- - - -- - -- --- ---ANCHOR GLIP 7 DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT I � W r �
I �A\ I I �,� I I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE ' w r m
�6 �?; APPROVAL. cn;
�'" U U Z'
I O I I ` O I I O � S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY m LL �
I �I'�� I I I APPLICABLE LOCAL LAWS.BUILDING CODES,ORDINANCES OR OTHER SAFTEY � � ��
I � I I I I I REpUIREP�IENTS RESTS SOLEY WITH THE ARCHITECT.ENGINEER OF RECORD. � N z W
I I I I I I BUILDING OWNER OR CONTR.4CTOR. a a � [C
a
I I I I I I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS w w rY ,
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY ¢ ¢ U
I I I I I I CUSTOM W INDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR � �
w
I X I I X I I x I EXTRUDED ALUMINUM. ! > > � '
I I I I I I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE I m a z �
I Q -- I Q I I Q I UNIT W IDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS t�������f
/G� F_�_E D'� : 11 HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT I ����p-�,.�"�eENyv rrG'��i�
�--- —ANCHORCLIP � � s.�••�
'�1� ?Q �sj�9� VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. �+J�;• �' C •,�fi•�
„.J. RDo 5$201 t:d:
EXAMPLE HORIZ/.VERT MULLION ' � '
FOR SECTION VIEW ONLY *� k '*''
°�" :�'=I
ANCHORCLIP— LUCBS A.TU�f12f ����. 6TAT� pF :�lU= ;
-- -- -- -- 2015-04-28 �•.,`�<;'.c o a�n r,:�`�•��
10:41-04:00 �i�s�S++p�JA�`E�SG`�t
� �� � zz
� � �� � � 4/27/2015
LUCAS A.TURNER,P.E. ':
FL PE#58201
1239 JABARA AVE.
� NORTH PORT FL 34288
� PH.941-380-1574
I � I I � � SHEET DESCRIPTIOM:�
TABLE OF CONTENTs � � � GENERAL NOTES AND �
ELEVATIONS
GENERAL NOTES&'ELEVATIONS. ... 1 -- -- -- -- oaAuvN ar--- oarE:
DP CHARTS....... ... .2-3
BOM&EXTRUSIONS....... ... ... 4 ANCHOR CLIP RS 04/13i09
EXTRUSIONS.................... ........ ...5 DINGb sREV --
SECTION VIEWS.... ... ...... ....6-7 EXAMPLE VERTICAL MULLION FOR
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-430 B
INSTALLATION DETAILS.. ... .9-10 SCALE: ---�-------------�
•-•••• SHEET
1:25 1 OF 10 '
DESIGN PRESS RE CHAR (PSF)FOR ON-IMPACT ALUMINUM3"MU LION H-1758,HORIZONTAL OR VER IC ,WITH 1522 or 1767 CLIPS SI G FOUR 4)#10 SCRE S �—/� ��
INTO WOOD or METAL,3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT-FILLED BLOCK REQUIRES FOUR(4) I�nR(�v�'r��7•�/,,�/�
(5t�n��(y uc/11•7��'j>
1/4"ELCO ULTRACON WITH THE 1767 CLIP, YVIP�Ch3tM SYSYENIS�I
OPENING WIDTH(In.) isoo sw aa7H AVE.
39 45 51 57 63 69 ?5 81 87 93 99 111(i 3/�{ i 14 120 132 144 ocA�A,FLORIDA 34474
37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 www.CwS.CC
42 3/4 120 120 120 120 120 120 120 113 106 99 94 88 82 78 71 66
dA�!d 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 3"P\/C
53 1/S 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 i1lIULL BAR
:,7 120 120 120 112 103 95 88 82 77 73 69 64 60 58 53 49
(,3 120 120 110 100 92 85 79 74 69 65 62 58 54 52 47 44 NON-IMPACT
-� (,f,3/� 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41 ,
� 7'' 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 � �
� �i, u i
� F=„ 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 i � � Q
� SU 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 o r o
Z Y
w ga 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 g W }
J W F O]
� 9(1 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 `
� 9f, 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 � � z!
� 102 42 37 33 29 27 25 23 21 20 19 18 16 15 15 - - m m �;
1063/R 37 32 29 26 24 22 20 19 18 17 16, 15 - - - - i � N N z >!
I.ld 30 26 23 21 19 17 i6 15 - - - - - - - - ¢ � p W'
12U 26 22 20 18 16 15 - - - - - - - - - - i o o d �
136 22 19 17 15 - - - - - - - - - - - - Q Q �
13Z 19 17 15 - - - - - - - - - - - - - �
0 0
w
138 17 15 - - - - - - - - - - - - - - j ' �
DP CHART IS FOR: m ¢ z
NON-IMPACT 3"MULLION 1758.HORIZONTAL OR VERTICAL,USING EITHER(PER END): �tt�i�����1f►is
1522 or 1767 CLIPS ,,�����p,t1qR�41�r�i��,
�.�q.5:�cENs,•GR'�
-(4)#10 SCREWS INTO WOOD or METAL I �JV:' � � ''�fi�
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD �v: tvo 59201 '.,'1�:
=*C .k i*=;
1767 CLIPS 3.4: :��,
-(4) 1i4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK �SsO.� 6TAT� OF :���
'',�c�'F4 a A�;?F'�`'.`.
♦�'�.rSf�NA"�'�����
TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION r �
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 4/27/2015
� I I LUCAS A.TURNER,P.E.—~
FL PE#58201
1239 JABARA AVE.
T r � � u"—,
� � w J Z SINGLE NORTH PORT FL 34288
� ��N� PH.941-380-1574
� � Z I �R I SHEETDESCHIPTION:
W � 2 � o ITRIP�E� DP CHART
� � iB�Wi 154ANCH0 SLIP
1 � � DRAWNBY' 'DATE:
1_.. �_I I I I I -
:�-- OPENING SI2E--: --I OPEMING SIZE I�– � OPENING SIZE----I –�1 OPENING SIZE �-- F— MULL LENGTH--� �RS ' O4/13/09 �
�WGa: iREVI '
CWS-430 B
_...._._..._.—...._....,_.
scn�e. SHEET
1 � 2 OF10 `
_ �
DESIGN PRESSURE CHART(PS�FOR NO -IMPACT ALUMINUM 3"MULLION H-1758,HOR ZONT OR VERTICAL,WIT 1767 C IPS USING SIX(6)ri10 SCRE S I TO WOOD or �jy �
METAL,3/16"ITW TAPCONS or ELCO TAPCONS WITH WASHERS PER EACH END OF MULLION. HOLLOW or GROUT-FILLED BLOCK REDUIRE SIX(6)1/4"ELCO ULTRACONS I�r flfl(N�i/i1fY,1�7•
`s(!�[�1 C�//UU(1•�f.
WITH THE 1767 CLIP. V�✓IFli�uV SY3YEI�9S
OPENING WIDTH(in.) 1900 SW 44TH AVE.
39 45 5i 57 63 69 75 81 87 93 99 106 3/8 114 12Q 132 144 oCaur,FLORIDA 34474
37 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 www.cws.cc i
aZ 3/q 120 120 120 120 120 120 120 120 120 120 120 120 120 120 115 106 �
dR iid 120 120 120 120 120 120 120 120 120 120 120 120 115 110 100 92 3" P\/C
53 1/Y 120 120 120 120 120 120 120 120 120 120 119 112 105 100 91 84 MULL BAR
57 120 120 120 120 120 120 120 120 116 109 102 95 89 84 77 71 nJQN-IMPACT i
(,� 120 120 120 120 118 108 99 92 86 80 76 70 66 63 57 52
� 6f 3/4 120 120 120 109 99 91 83 77 72 68 64 59 55 53 48 44 , � �
� 72 120 107 95 86 79 72 66 62 57 54 51 47 44 42 38 35 � �
� � ui
F 7(, 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 �. � Q
� SO 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 0 � o
z Y
W gd 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 g W }
J W F 0]
� J(1 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18
� 7fi 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 - m m zi
� 102 42 37 33 29 27 25 23 21 20 19 18 16 15 - - - Q '� ��
o �:
lOfi 3/fi 37 32 29 26 24 22 20 19 18 17 16 - - - - - N N z >!
1.1.�J 30 26 23 21 19 17 i6 15 - - - - - - - - ¢ � p W'
12U 26 22 20 18 16 - - - - - - - - - - - I o o a �
�;(� 22 19 17 15 - - - - - - - - - - - - �" w �
� U
13? 19 17 - - - - - - - - - - - - - - �
w
¢
� a o
13K 17 - - - - - - - - - - - - - - - ..
� m ¢ O
DP CHART IS FOR: z
NON-IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): <<tt«»'�++���
1767 CLIPS ��'� NDR�4G ���
���`�P,......, TGfi��
-(6}#10 SCREWS INTO WOOD or METAL ����;��GEtuSF,.,�Qy�j �
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD �J,:• �0 5$2D1 :�: '
-(6) 1!4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK '
=k: ,� :*=
'��� ,SThTE aF �:�`� ,
'.�+FS.(O R 19 4'Cj�a•�
��iirslOfV A�{��a���,
TRANSOM OVER TW IN TRANSOM OVER TRIPLE TW IN TRIPLE HORIZONTAL MULLION ��
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 4/27/2015
� T– r- — __.�
; LUCAS A.7URNER,P.E. ,
' FL PE#58201 i
� -r � � N 1239 JABARA AVE. '
NORTH PORT FL 34288
� � w uzJl Z �SINGLE� � PH,941-380-1574
J J Z TWIN
W w J J W � QR � SHEETDESCRIPTION: �
J J � � O �TRIPLF� � DP CHART
1767 CLIP
> > UNirs 6 ANCHORS
� � ! iBELOWi I
J— L .L L L DRA4VN BY' `DATE:
I I � I I I RS 04/13/09
I--- OP[NING SIZE— �-I OPENING SIZE F--- OPENING SIZE--I - OPENING SIZE � 4�-- MULL LENGTH----i
DING#� �REV �
I C.W.S-Q�3� B
_...._....."_..._._._:._._
'
scn�e: SHEET I
�'� 3 OF 10 ;
ITEM PART# DESCRIPTION FRAME TYPE OPENING �T"MULLBAR CLIP "L"MULLBAR CLIP �//j��y i
1 H-1758 1 3/8"x 3"MULLION 7UBE (F-1522-XXX) (F-1767-XXX) �n�7�f'r��•
2 #10 OR#12 HEX WASHER HEAD TEK SCREW•(see note below) �y�y j,
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE NEW F-1522-013 F-1767-001 yy����5Y5i'Et1S
RETRO F-1522-006 F-1767-001 �g00 SW 44TH AVE.
4 #10 FLAT WASHER i
6 S-1522 FETRO FIT MULL ANCHOR CLIP FIN NEW F-1522-013 F-1767•004(L&R) OCALA,FLORIDA 34474 i
7 S-1897 MULLION CLIP
RETAO F-1522-013 F1767-004(L&R) WWW.CWS.CC
8 SEALANT NEW NOT RECOMMENDED f-1767-001 �
9 5-1895 DRIP CAP BOX RETRO F-1522-006 F-7767-001 3��PVC I
10 S-1896 FLANGE ADAPTER
11 5-6018 MULLION INTERIOR COVER MULL BAR
13 P-3486 MULL BAR CAP NON-IIVIPA�iT '
14 F-1522-013 3"SLOTTED NEW CONTRUC110N FIN MULL CLIP !
15 F-1522-006 3"SLOIIED T-CLIP �
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD � � i
17 F-1767-004L L-ANGLE 3"MULI CLIP,FIN,LEFT r 'r' F �
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT o r o
19 #10 HEX WASHER HEAD TEK SCREW Y
� w >-
'USE WOOD SCREW SIZE(#10 OR tl12),SPECIFIED IN WINDOW UNIT APPflOVAL DOCUMENT W � �p
U U Z�
m m �i
13l-0"—�i 1/2"-'^--I 77;16' 9L3.2_-1 � v o
{ 1 7/16" ;2") 1 7i16" r ��� �1
JI76"..�� I 1/Z" � f I - �� N N Z >i
„ T -. �� � � � ow:
�� ,„4� ,o, � T � ��,s• W W �;
L__v t e. J � 1+16' l 1/1 6" I � —�_� !� ' I o o °~-
D R I P C A P 5-1 8 9 5 1 1�-1 6" 7 w w [C
MULLION INTERIOR I ��16„ 11 15/\6°! �1 3���'� � 3 i$" � ( c Q �
COVER S-6018 FIANGE ADAPTER S-1896 \ �
� _L 2 7/16" I � r 1L4° > ? O
F--1 3,''8"� 7— 1 11 r 16" i 1 7i8"; ' p7 Q z �
� I I I I �va•�Tva> � ����a° I ,
� �� I .L. `��µu�tulr����
� `� 1_ , 3i8,. `t�s� �,�tDRE4V r�i,�.
TOPVIEW 27/16" i I I � ���Pc;:4�CEfUgrG�Q���
h-1 5/16" :2 I/4"I---� �J; , fi'
2�3!�s' ��; �v'o 58201 �:�: '
--1i8" � .
I----2 1i 16"-- ._..— ryr8" __ �*� ,k 1���
{_ __l. +'VT ��y
���� ^ ; ---- ---- ��� �rarE o� .ur� �
I III��III--�' —1 3/4"--:--7 3�8"� � �5� iiOT'..c A T��L�
3"MULLBAR H-1758 '3''�u I I ��8� 2 3/16'• ��'i�,�t�sst O�i t�-��,��` !
V tia' '��'i�r�i�Ai«����`
MULLION CLIP S-1897 ---- �2
1—_ ;
�y 4/27/2015 '
-'--...._—q�rg^_...------._...
—.;
Z��4 F-1522-006 LUCAFL PE#58 OR,P.E. �
—»g�� RETRO i FLANGE CLIP 1239 JABARA AVE.
�� �\ NORTH PORT FL 34288 .
I PH.941-380-1574__�
��� �� r�--4��8 SFIEET DESCRIPTION: i
� F-1522-013
�\ �' 1 NEW CONSTRUCTION!FIN INSTALLATION BOM AND EXTRUSIONS �
A �
SCORE.BEND AND�REAK �-�`
TO REh10VE FIN FOR FRAME \ � DRAWN BY• �'DtiTE. ���--
ATTACHEMENT TO MULL BAR ' -- RS 04/13i09
DETAIL A
TYP FIN FRAME 3:7 D1NG 4: :REv
CWS-430 B
_�
scn�e. SHEET �
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 ;
— ---- -----
---- ----- ---- --
"T"MULIBAR CLIP "L"MULLBAR CLIP ///��� —'
FRAME TYPE OPENING �F-1522-XXX) (F-1767-XXX) �T7/7����•
� NEW F-15?2-013 F-1767-0Ot «
FLANGE WIPt��:1+SYSYEP'YS _
NOTE:IF USING CLIPS WHICH REQ.FOUR(4)ANCHORS PER END(REFER TO RETAO F-1522-006 F-1767-001 igo0 Sw 4a7H AVE.
SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WITH ANY OTHER NEW F-1522-013 F-1767•004(L&R) OCALA,FLORIDA 34474 j
HOLE AS RE�'D PEA EDGE DISTANCE. F�N RETRO F-1522-013 F-1767-004(L&R) WWw.CWS.CC ;
-_ �
NEW NOTRECOMMENDED �-1767-001
aox RE7R0 F-1522-006 F-»s�-ao� 3" PVC ,
MULL BAR
NON-IMPACT
�
� � �
��J 7e' � � a
0 0
� LL
W FW- �1
f-�23/4" 21/4"— — m m ZI
I ��
�� LL LL
a o fn`
N N Z �
% � ¢ 2 � �
1 5!B" f2 3!4"1 2 7i16" a a a
� / i � � �w CL
~ U
3/8"(2X) � ; � � a O
�� I 7(16"THRU fP'P)---- L- 1/4°THRU(TYP) m Q �
i---1/2" Z
oUTSIDE ,`�����P�1+JREVV�T����.
�_ va�•�rvP� ni s-�rva� � �`Gp.S.��c Eia s�LRy.
s/e^ y 0 3ra^ `v r t�o 58201 :�7��
Q-'_� C
1 5'8" � 123/4"� I 5i8" ��• T E 0 ��ti
\ /__ / r�'; 8 A F .tu
�/ ` 3 ,O�••F �•��~
1-- ..----_ 4i�t�`S•�aFl�b•�G���`�
-- ve" J ��'*q+iONA�����t`,�
I– —e��e°..---------.._._ .._...._...--I 4/�� ;
�---t-v2° vz^ _; -- ,
; ; LUCAS A.TURNER,P.E. ;
' p 3,'G^ ---2 3/4"�-------��-; "L"ANGLE 3"STANDAfiD MULL CLIP-F-1 i67-001 FL PE#58201 i
1239 JABARA AVE.
5"—^ 5 NORTH PORT FL 34288 �
"L"ANGLF 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574
OUTSIDE �SHEET DESCRIPTION: �� �
EXTRUSIONS
DRA4VN BY� OATE.
RS ` 04/13/09
DWG#: :REV.
CWS-430 B
_..---------+-----.. .__.,
scn�e: SHEET
��Z 5 OF 10 ;
r
� C�i��rr�• �
� ����������s�;
i � 1900 SW 44TH AVE. i
OCALA,FLORIDA 34474 �
� WWW.CWS.CC �
; – -----�
3"PVC I
IViULL�AR
SEAL BEHIND FLANGE � APPLY SEALANT ALONG FULL �
SEAL BEHIND FLANGE� O � PRIOR TO ATTACHING LENGTH OF WINDOW FRAME T NON-IiVIPACT �
PRIOR TO ATfACHING� TO MULLION � � '
TO MULLION � -- ---�� i � GROOVE PRIOR TO ATTACNING �� �
COVER �
�9 �+� C �; J -rJ ; � �
71 —11 77 —t?i i n in LLI ;
� FIN h4UST BE REfdOVED--� O i a � Q �
, WHERE WINDOWS �� o � O j
CONNECT TO MULL �
Y LL
� � IW F m
� � ��
� U U Z�
LL m ��
a o (n i
N N 2 �'
W�
!A�,HORIZONTAL MULL BAR SECTION � �A' HORIZONTAL MULL 8AR SECTION /A VERTICAIJHORIZONTAL MULL BAR SECTION I w w � �
�sj FLANGE FRAME WINDOW e FIN FRAME WINDOW �6�BOX FRANIE WINDOW o o a
w w �
i U ;
I
�
' � j O �
� " »
m Q OO j
;T� (j� Z � �� �`i� ?� L NGTH OFA UL BAR G OOVE �������y�RE����'�Q� �
� I PRIOR TO ATTAC AIDAPTOR ��`Gp�S 4�G�.�lU g�G���I �
� � ��: No 582a1 �;fi��
! O .*: * '� I
IC� FINMUSTBEREMOVED—� �,Q; ' �
WHERE WINDOWS � 1� =�`
� CONNECTTOMULL � _ y � ',�,�OL 8FA?E pF :��+J` ;
C�- ,�.
� � � � (� ,��i�C�S'��O R 1�.'tj,�`t�,' i
i,�S�0 �,CL��
' II � i�y+eiei j1i�t+t���
DETAIL A r� �
� � 4/27/2015 �
SEAL BEHIND FLANGE /�0 SEE DETAIL B
SEAL BEHIND FLANGE 10 iSEE DETAIL B) PRIOR TO ATTACHING V� > � LUCAS A.TURNER,P.E. ~
PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL--i FL PE#58201
TO MULLION � LENGTH OF MULLBAR GROOVE � I 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT FL 34286 '
ADAPTOR
�e FLANGE F AME WINppWT�ON \,6 FWRF AM W NDOW SECTION � PH.941-380-1574
� � I i f SHEET DESCRIPTIOPI:
L SECTION VIEWS
� MULLS
�p� pp� DRA4VN BY• DATE:
i
RS � 04/13l09 �
(10
DWGd: �pEV� �
` CWS-43D i B ;
DETAIL B ___;
sca�e. SHEET '
, �
—. , 1:2 � 6 OF 10 ;
�
_ __ — ._._— - ----
,>> 7 �a -- - �l��ll(��l ,
�;v�rao�c++�svs�Ervs�i
� � 0 � OCALA,P OTRIDA34474 j
WWW.CWS.CC ;
q _...�..---�
--.,_�. - ---- -- --- 3�.p
_ � -- VC '
� _ .. __- I =_--� p { ..,� Ml1LL BAR i
, �
` �C ' NON-IMPACT `
, „ �, ��.: , ,. ;
- — I .--�- - a.. ,.- -- � `� i
, T � � ;
'� . '` � a � o
,... ... ..:...: ,::..:....._ .. . 13 .:...�..... .... .. '
' o �- �
A �� � � wr�,�- m �
TOP VIEW SECTION VIEW A-A i � ,U U Z,
EIN FRAME � Q o ��
i N N � �'
¢ a p W;
� ! jw w ��
E �a a. �
� � w w fL '
U
— >.Z) � � � � i
� y f-5"P�iUt18AR(H•i?60t �
/� (SEE SEPARA?E APPROVAC FOR � i-4"AnUl.LBAft(H-1759} � j •� �
APPRQPRIATE DP CHAR75) � / (SEE SEPARATE APPROVAI,FOR ( l 07 4 � i
o APPRQPRIATE DP CHARTS) �
� titi��'FQ,�tflE2�bSt�T4+�
� `� �� ���`p-S.��G E��u�F,�r����
9 O 9 a :J�' ''�t'A:
,J ,�,�r� PEo 5$2t11 ".,7�: '
=K' * �*�i
r,..... +a; `��;
--- 7 SEE NOTE 1 �`� —�-�}5EE NOT61 ,7J SEE NOTE 1 '�Q:� SFATE pF .��+ ;
\ \\ .\� " ���ir�s.c�����4,,�\,�+.�*��
\ ✓ \� �'"�ir�oNA�.��.�`�k
� ��...� r9 SEE NO'fES 1&2 ` 119 SEE NqTES 1 8 2 �+�1lyItNL�{��� �
:1 t19 3EE NOTES t&2 {2 SA,iGLIP} {2 EA�C�fP) L^.'� `
f2 EAJCUP) 4/27/2015 �
�C'�•3"HOflIZ.Tp 3"VEF1T.MULLBAR SECTION LUGAS A.TURNER,P.E~
rC 1 5"H6AIZ.TO 3"VERT.uU�LBAR SECItQN 1 C\4"HORIZ.TO 3"VERT.MUILBAR SECTION ��FI�NGE At tE W OW � FC PE#582p1 3
i � IANGE RAN3E WtN pW �Fl NGE FRA E WINDOW 1239 JABARA AVE.
NORTH PORT FL 34286
PH.945-380-1574
R705ES:
SHEET DESGRiPTIONi
1 SLIpE CLIP INTO LOCATION AND SECURE WITH ITEM 19(OTY 2J,A5 sHowN Aeove. SECTION VIEWS j
2.PRE-DRELLED HOlES(THRU H+V GLIP 1897},BY TNE INSTALLER. MULL 1NTERSEGTIONS �
MAY$E IOCATED A&NEEDED 4VHIt£Mt�INTAINING A PAINIMUM C�EP EflGE DISTANCE DRAWN 6Y� J�U'ATE: -
OF 9/32"AND A MINIMUM CENTER TO CENTER SPAGNG pF 112" �
RS 04/13l09 ;
3.TNE ABOVE SECTI6N5 APPLY TO ALL MULL6AR-TO-h1ULLQAR CONNEGTIONS, �iNG k� i REv
3iE6ARDlESS OF ORtENTA7iON{i,¢.,HOR3ZONTA�4R VERTtGA�}.THE FUl�(.ENGTH � �
MUL4 MUST BE TH[SAME OEPTH,pR GflEATER,THAN THE INTERSEC7ING MULL. CWS-430 � B �
SCALE: � SHEET
7�� 7 OF10 1
-- - -- - -- -------- �--i�
�(1l1 ay���•�7�j�j i
WII�BO+A+SYSYEPYS Ll,�l
1900 SW 44TH AVE. �
OCALA,FLORIDA 34474
WWW.CWS.CC i
TVERTI�CAL�MULLION'N TRVERT�ICA�L MUL IONLE VERTICAL MULLION VERTICAL MULLION HORIZONTAL MULLION 3�� PVC
'- � � MULL BAR
NON-IMPACT
1_ i_._ � � " �
� F w J z �SINGLE� ' 'A � i
z z � � Z TWW � n �nF i
w w > > a I �R I � v � ¢ i
� � o �TRIPLE� j �o r o i
> j � I � I UNITS I Y '
� � I IBELOWI I ; Iw F m ;
L L L � �,;
, . I I I
� OPENING SIZE--i �� OPENING SIZE r-�- � OPENING SIZE� --I OPENING SIZE �- I-- MULL LENGTH-----i � � LL �I
j a o �;
I N N '_L' �.
Q � O �i
�
a d a
a o — i
� � � ,
' o o � I
w
� o I
i m ¢ O
i Z
,`������p1TJ R E 4S��T`%��i
��Gp,;��GENS�,..�P�:
v t Na 59201 �.��1
:9�:, STATE OF ���� �
NOTES: ��4�(�`��'�O A 1�`�'�j\a�,` �
1 AT MULLION LOCATION.ATTACH W INDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW 11NIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL ,���SS+O,jA`j�,���P
DOCUMENTS.FOLLOW THE ANCHOR SPACING AS INDICATED IN THE W INDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE y
WOOD SCREW INDICATED IN THE W INDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. L��
4/27/2015
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E ~
i
3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTpCT WITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION.
1239 JABARA AVE.
NORTH PORT FL 34288
4 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 9. --
SHEET DESCRIP'fION:
5.ANCHOR EP�IBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CPAU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-iX BUCKS CONFIGURATIONS AND :
AaE oPTIONA�. ANCHORAGE NOTES ':
6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. oRauvu ev� !DATE: —
RS 04/13/09
7 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SNALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. owca: REv
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 9. CONCRETE AND MASONRY SUf3STRATES MAY NOT BE CRACKED. ;
CWS-430 B
8.SEALING AND FLASHING STRATEGIES FOR OVFRALL WA7ER RESISTANCE OF INS7ALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE�OCUMENTS. sca�e: – S'— HEET �
FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA�'AAMANIDMA 300(EXTERIOR DOORS) 1'1 8 OF 10 �
- - C����rmr•
Wlil1�?�t�SYSYEP9S�?
1900 SW 44TH AVE.
OCALA,FLOFIDA 34474 i
• www.cws.cc
— ----- '
3"PVC
MULL BAFt
NON-IMPACT
RETRO FIT "L"ANGLE MULL BAF CLIP �
MULL BAR CLIP �TWO RE4'D PER EACH END OF MULL � � r '
� � � � I
.. MULL BAR MULL BAR
� o ` O
Y
—— — — � �
INSTALLATION ANCHOR INSTALIATION ANCHOR w FW- m �
SEE TABLE 1 � SEE TABLE 1 � �'
ADD STFUCTURAL ELEMENTS i..• � --ADD STRUCTURAL ELEMENTS m m z
SEALANTALONG T SEALANTALONG �i%� •� Oi
�'� � AS FiEQ'D TO MAKE LEVEL FOFi ^''�. AS HEO'U TO MAKE IEVEL FOR �'' �'- �I
OUTSIDE EXPOSED -- MULL BAR OUTSIDE EXPOSED "' -- MULL BAF `� �
E�GE BY INSTALLER EDGE BY INSTALLER _r ; N N Z W:
PERIMETER SEALANT � PEFIMETER SEALANT � j w w � �'
BYINSTALLER BY{NSTALLER �a a �-
MIN.EMBEDMENT MIN.EMBEDMENT � � a
INSIDE AND OUT INSIDE ANO OUT � o o `
SEE TABLE t SEE TABLE 1 I � � Q U �
SUBSTRATE BY O"fHERS --- —� SUBSTflATE BY OTHERS ---- -� j � � o ;
_
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST ------�- . �
-���-�----�-I��---MIN.EDGE DIST , 07 Q Z
SEE TABLE 1 SEE TABLE 1 �
��0�, VERTICAL SECTION E� VERTICAL SECTION ����Uti����++qi�
� TYPICAL FLANGE(RETRO FIT)ANCHORAGE �� TYPICAL FLANGE("L"ANGLE)ANCHORAGE ,���� PNqR��t� T�4�
H E A D A N D J A M B S S I P r 1 1 L A R F O R F L A N G E E N S T A L L A T I O N H E A D A N D J A M B S S I M I L A R F O R F L A N G E I N S T A L L A T I O N �� 5 G ��
+J�p.;��GE7Ugf..���
,�,v. No 58201 ;�" i
C k G ,�. :*'�i
I 9�L 6FATE OF •�����
��.
.(p P 1��'�j\`�,�
,�,��''+rs+ONA;�`�+`,�
�4/�2� �
NOTES. LU' CAg A.TURNER,P.E
t BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 �
TABLE 1 APPROVEO MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE.
Sl1BSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W INDOWS I NORTH PORT FL 34288
CONCRETE(2.0 KSI MIN.) 3r16"ITN TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
�_---- ----------+
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" SHEET DESCRIPTIOPJ: �
3.RECESS RETRO MULLION CLIP 3;8"MAX.FOR CLEARANCE OF WINDOW :
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1;4"ELCO ULTRACON 1-1I4" 2-1;2" UNIT AS NEEDED. INSTALLATION DETAILS
3t16"ITW TAPCON FLANGE
2X MIN.SOUTHERN PINE(G=0.55) 1-3r'8" �l8" 4.FOUR(4)ANCHORS REOUIRED PER"T'MULL CLIP SEE SHEET 2. oaaovN er onr�---
OR ELCO ULTRACON TWO{2)or THREE('3)ANCHORS REQUIRED PER"L"MULL CLIP.SEE SHEETS 2-3. � �
2XMIN.SOUTHERN PINE(G=0.55) #10 WQOD SCFlEW 1-3/E" 7/8" RS i 04(13/09 �
16 GAIJGE f0.060")MIN.STEEL STUD tt10-16 HILTI KW IK-FLEX OR RW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP DWG k REV �
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7�16„
1/fl"ALUM.(6063-'T3 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFEF TO THE WINDOW CWS_430_ B �
t/8"SIEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" ��16 SPECIFIC INSTALLATION DETAILS. sca!E. SHEET i
--------------...__._...._..— ------ _�_ 1:2 9 OF 10 ' I
--- -- ----- ----- i
-����(������
win��aw svs�r��s
i soo sw aarH ave. i
OCALA,FLORIDA 34474
WWW.CWS.CC �
3" PVC
MULL BAR ;
NON-IMPACT '
, �,
----------RETRO FIT ---"L"ANGLE CLIP I i: �i, u.i �
MULL BAR CLIP TWO REO'D PER EACH END OF MULL � � �' '
o ` O
- MULL BAR MULL BAR Y
� W �
I: W F 0]
—_—_ ;� ��
-'�_; ' -_ _' ; �
�� • ' ;�� r----------- INSTALLATION ANCHOR � �'� ��� `'� "- - i -INSTALLATION ANCHOR � m m Z`
' � �SEE TABLE 1,SHl'9 ; SEE TABIE 1,SHT 9 � p o �i
i 1 ��
- - ' I - - " � N N Z W i
SEALANT ALONGE — - SEALANT ALONGE — . a a � CC,
OUTSIDE EXPOSED o.. OUTSIDE EXPOSED o•o a '
EDGE BY INSTALLER °o � GDGE BY INSTALLER °o ' W W ¢ �
EXTERIOR FINISH °�� MIN.EMBEDMEtJT EXTEAIOR FINISH ��� MIN.EMBEDMENT � C a �
8Y OTHERS ••`�i,,!�� SEE TABLE 1,SHT 9 BV OTHERS .o�:o!� SEE TA�LE 1,uHT 9 j a a W �
PEFIMETEF SEALANT---0 6 PERIMETER SEALANT � � � � i
BY INSTALLER __� BY INSTALLER __ ______j_ ' " �
INSIDE AN�OUT I N S I D E A N D O U T ! m ¢ Z
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS—oo...' � �
SEE TABLE 1.SHT 9 SEE TABLE 1,SHT 9 Ott�������+�+s �
.,�' '.�'° ����ti�.10 RE4V r��� i
MiN.EDGE DIST ^ � -�—NIN.EDGE DIST �.`P5;`��d�s•.G�1��� .
SEE TABLE 1,SHT 9 � SEE TABLE 1,SHT 9 �G �v h";'F
F VERTICALSECTION � � VERTICALSECTION :J;' Sn: �
70 TYPICAL FIN(RETRO FI�pNCHORAGE \1U�� TYPICAL FIN("L"ANGLE)ANCHORAGE .�,v� No 5$201 '�'A� '
HEAD AND JAMBS SIMILAR FOF FIN INSTALUITION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION ��: k :SN�
;,��; SFATE OF :W��
��,,ri�,.c{o�t�ti.:��,`��
����+`s'�NA;`��+,��
X� I
4/27l2015
LUCAS A.TURNER,P.E. ;
NOTES: FL PE#58201
I '1239 JABARA AVE.
1 SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED W INDOWS NORTH PORT FL 34288
AFTERINSTALLATION. PH.941-380-1574 �
�SHEET DESCRIPTION:
2.RECESS RETRO MULLION CLIP 3!8"MAX.FOR CLEARANCE OF WINDOW ' �
UNIT AS NEEDED. INSTALLATION DETAILS ;
FIN
3.FOUR(4)ANCHORS FE�UIRED PER"T"MULL CLIP SEE SHEET 2.
TWO{2)or THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. oanwu er or,re:----�
RS O4/13l09
4.SEAT MULLION TIGHT TO MULL CLIP owc a. €REv
5.FOR ANCHORAGE DETAILS FOR THE W INDOW,REFER TO THE�VINDOW I CWS-430 ; B �
SPECIFIC INSTALLATION DETAILS. �a�E: i SHEET I
------------------- ----_...__...----------------------- 1:2 � 10 OF 10 ;
� • A l '
U��T�� 1239 Jabara Ave.
1 � North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 430B
Apri127, 2015
Product Description: PVC 3"Mullion H-1758
Manufacturer: Custom Window Systems, Inc. 1900 SW 44�'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5��'Edition (2014) Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-430B, signed and sealed by Lucas A. Tuiner,P.E.
3) Test Reports NCTL-210-3422-1, -lA, -2, -2A, -3, -3A, -4, and-4A, and NCTL-210-
3427-1,-lA, -2, -2A, -3, -3A, -4, and-4A, from National Certified Testing Labaratories,
Orlando, FL signed and sealed by Gerard J. Ferrara,P.E.
a. Testing Performed: TAS 202 1994,AAMA/WDMA/CSA 101/LS.2/A440-2005,
and AAMA 450-06
4) Supplemental Calcs. to support CWS-430B, signed/sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-430B.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS-430B,using clips as
shown in CWS-430B
• Is non-impact and requires the use of shutters in windborne debris regions
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc. PVC windows,please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire asseinbly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
�tt1Ri1A81/)dt�� .
`�tsk��,,�h,Q Et�b�r �rA��r
�����s��,yy'�,'�tv��s�'"j�«*¢ x�
9 ��
,w�;�4 �m 592�1 R�s�� 4/27/2�1 S
�. , ; �
��' " w
* � ��` � Lucas A. Turner, P.E.
`�' FL PE#58201
��q s�A`rE t�� 'tar:
t
r�{�A�'�'� $�.',•�,*,r'Ka°►
*, � •..<,e�p t'�..� '��'.;' Lucas A. Turner
` +s� ....... C? �
'�it��`r''�(,��r�����,+�` 2015-04-27 20:56-04:00
-,—��Florida Building Code Online Page 1 of 5
�.. �
,� ,,.�,.
:�� � •;��'����� �-.::�:�.T,..w�.��::_ :�- �.._
{,s' ,�.,� .. . "?<.:'u:"' �tr �:�,,r.,,'r,y� �� 4 :
_ �n.h"a.j."fir'' ���"� .:c"�a°�':�g�f�-'-.•" �.:� .�x �;.>+.�'" y: -
.k,dE, d- t';< `4, v"•s�,z• .k'� v�.�5�%'" i,��'`,Y -°'w'F�'+ :.�
',�grplu::•g -.;�i;�. ::y�.t- ,�.',-:Yxr.r.:`r.'���-';'�`:,�rvr,�".,��',t..�:¢� "� :�;�, ,.y
�.��&+• ` ':s(G3`:.i^�'.fv,�,,.g,.�:?z,="a'�- , ��;, ��.tr'': :.,�.�� � �{��}��,.,
.9 � �a��T', �',Y
�� ` V�'S
w '�1 4 .,,�.;�.� n } � Y � f��$ ka:e^� uw�':� ✓'5F�� ��)� 6t4 Hf ''
j �:}��,.$� � }ia7
'�>' �ra» ��� `..
���`��,i...u.�'�fwi..0� �"
��'
}��(�[��f J��,�C�J�;((��:� BCIS Home 3 Log In `t User Registration ; Hot Topics j Submit Surcharge j Stats&Fac[s i Pu6licaUons FBC Staff•% BCIS Si[e Map Links �'Search,t
Busines ��;�
Pl�fl.s$��i"IQ� i„�USER:PuerApproval '
�iC(�li�a�l0t3
�fl Product Aooroval Menu>Product or Aoolication Search>Aootication List>Appliwtlon Detail
� �
�'" ••,�'�'�;�r"�,� FL# FL15213-R2
- ,�}
Application Type Revision
Code Version 2014
Application Status Approved ,
� Comments �=
Archived +'j
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
�. LOS ANGELES,CA 90045
(440)969-9773 Ext16
ri c kw @ rw b l d g co n s u l t a n ts.co m
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott]ohnson
Address/Phone/Email � 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd. �
Los Angeles,CA 90045
(440)969-9773 Ext16
ronoconnell@plastpro.com
Category ' Exterior poors _
Subcategory �-5wiriging Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer ,�
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurence Entity National Accreditation and Management Institute
Qualfty Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King,P.E.
:� Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDFNCE odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/W D MA/CSA101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
� ASTM E330 2002
; TAS 201,202,203 1994
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yV VKJZ 1 Q... 2/8/2016