HomeMy WebLinkAbout17-18221 , .
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' a - h CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 �22�
BUILDING PERMIT '
PERMIT INFORMATION LOCATION INFORMATION `
Permit Number: 18221 Address: 6749 STEPHENS PATH
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: STEPHENS GLEN PHASE TWO
Est. Value: Parcel Number: 03-26-21-0160-00000-0820
Improv. Cost: 6,504.00 'OWNER INFORMATION
Date Issued: 3/07/2017 Name: GOODLOE DENNIS &TRESS RAE
Total Fees: 105.00 Address: 6749 STEPHENS PATH
Amount Paid: 105.00 ZEPHYRHILLS FL 33542-0653
Date Paid: 3/07/2017 Phone: 813-389-6463
Work Desc: REPLACE 4 WINDOW S/S
CONTRACTOR S i: APPLICATION FEES
HOME PERFORMANCE ALLIANCE INC BUILDING FEE 105.00
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Ins ections Re uired CI`
FOOTER 2ND ROUGH 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: (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 properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water 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 perFormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O:
NO OCCUPANCY BEFORE C.O.
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` CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
, e�a�8aooz�, City of Zephyrhills Permit Ap ' 'ation ^ T� �-813-78�021
Building Department
Date Received �, � � � _— ���f�
Phone ConWct for Pertnit" rj3� -��-{L
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Ownars Nama � e,-� Owner Phone Number 3 . $Q-
OwnersAddress Owner ar $ - 8S-lly3
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Fee Simple Titlaholder Name Owner Phone Number
Fee Simple Titlehaider Address
JOB ADDRESS � � F ��2 LOT# p�
SUBDIVISION PARCEL ID# 2 "
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM 0 OTHER c W� S
TYPE OF CONSTRUCTION BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK :� rj
BUILDING SIZE SQ FOOTAGE� HEIGHT �
. QBUILDING $ ' VALUATION OF TOTAL CONSTRUCTION'
' ,QELECTRICAL�-; $ "• � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING , $ � l�V �
, ..,. „ ; ,-= � �
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QMECHANICAL $ VAI.UATION OF MECHANICAL INSTALLATION � _ Vl�C,V�
QGAS Q ROOFING Q SPECIALTY 0 OTHER 2 / /�yJ�(/��
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FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
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BUILDER � ��' . �1 L COMPANY �_ �i����CY1O-1� _� ����'�,
SIGNATURE �_� _ � ] REGISTERED Y/ N FEE CURREA Y/N
Address 'cense# �- (� ��
ELECTRICIAN COMPANY •
SIGNATURE RECIs�Reo Y/ N FEE cURRen Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Add ress License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address ' License#
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OTHER COMPANY HG�le. er-�c�rmrancQ ���Qn�._ �
SIGNATURE REGISTERED Y! N FEECURRE� Y/N
Address � ��'�e �'� `
3 - License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllltlllltllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construcUon,
Minimum ten(10)working days after submittai date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facllities&1 dumpster;Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)compiete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requlred onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facililies&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet comptfance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERN SURVEY required for all NEW constructfon.
Directions.•
Fill out application completely
Owner&Contractor sign back'of application,notarized
If over$2600,a Notice of Commencement is requfred. (A!C upgradas over$7600)
" Agent(for the contractor)or Power ot Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurveylFootage)
�riveways-Not over Counter if on public roadways..needs ROW
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:�i°��p�`°��-; CHRISTY FARRISH I
:��Qr•= MY COMMISSION#FF175185
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(407)398-0153 FloridallotaryService.com
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NOTICE OF DEED PtE$TRICTIQNS: The undersigned understands that this permit may be subject to"deed°restricilons"
which may 6e mo:e restrictive than Caunty regulations. The undersigned assumes responsibilfty for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTaR RESPONSIBILITIES: ff the owner has hired a contractor or
contractors to undertake work,they may be required to be Iicensed in accordan�e with state and local regulatlons. If the
contractor is not Iicensed 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 far the
intended�work,they are advlsed to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- }
8009. Furthermore, if the owner has htred a contractor or contractors, he is adv(sed to have the contractor(s) sign
portions of the"contractor Block°of ihis application for which they wfll 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 enGUed�to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the constructiori of new buildings,change of
use in existing buildings,or expansion af existing buildings,as spec�ed in Pasco Coutlty Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,wfll be Identified at the time of
permitting. It is further undersiood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a'certificate of accupancy°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,ff Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 773,Florida StatuEes,as amended): If valuaUon df wark is$2,500.00 or more,I
cettify that I, the applicant, have been provided with a copy of the "Florida Construction Lten Law—Homeowner's
Protection Guide°prepared by the Fiorida 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"owne�'prior to commencement. '
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this appiication is accurate and that all work
will'be done fn compifance with all applicable laws regulating construction,zonfng and land development Application is
hereby made to obtain a permit to do work and installatlon as indicated. I cerlify 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 al'so
certify that I tinderstand that the regulations of otfier govemment agencies may apply to the intended work,and thaf it is
my responsibility to fdentify what actions 1 must take to be in compliance. Such agencies include but are not Iimited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sen'sitive
Lands,WaterlWastewater Treatmenk '
- Southwest Florida Water Management District-Wells, Gypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of EngineersSeawalis,Docks,Navigable Waterways.
- Department of Health 8� Rehabll(tetive ServlceslEnvironmental Health Unit-Welis, Wastewater Treahnent,
Sepiic Tanks. '
- US Environmental Protecdon Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use offill is not allowed in Flood Zone'V°unless expressly permitted.
- If the flll material is to be used in Flood Zone °A", tt is understoad 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 ihe flll material is to be used in Flood Zone'A° in conneciion with a permitted building using stem wall
construction,I certffy that flll will be used only to fill the area within the stem wall.
- If flll material Is to be used in any area, I certf(y that uss of such fill will not adversely affect adjacent
' properties. if use of fill is faund to adversely affect adJacent pmpertfes,the owner may be cited for violating
the conditions of the building pertnit tssued under the athached pertnit appliqtion,for lots less than one(1)
acre whfch are elevated by ftll,an engineered drainage plan is required.
N 1 am the AGENT FOR THE�WNER,I promtse in good faHh to infortn the owner of the pertnitting conditions set forth In
this affidavit prior to commencing construction. I understand that a separate pertnit may be required for electrical work,
plumbing, signs,wells, pools,afr 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 arry provistons of the technical codes,nor shall Issuance of a permlt prevent the Buildirig Qfficial from thereafter
requiring a correction of errors tn plans,constructlon 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
justffiable cause for the extension. If work ceases for ninety(90)consecutive days,th�job is cons(dered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEMD TO OBTAIN FINANCING,CONSULT
WITH Y UR LENDER OR AN TTORNEY EFORE RECORDING YOUR N C !O OMMENCEMENT
FLORIDA JURAT(F:S.117.03) � �
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OWNER Ok AGENT CONTRACTO "'
Subsaibed end swom to(or aftirtned)before me thls 9y��y ed end swom to(or�irm ed)be(oreyr @this
by "?�"-17 by ..1-. �r���i-� �JCCZ�'�
Who Islare personally krmwm to me or hasfiave produced Who are rsonaliy v�to me or has/have produced
as Identlficatlon. `�s�— as fdentiflptlon.
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Nolary Publlc % ��-- � Notary Public
Commission No. Comml
,,.o.a:Y'e'v'f�.,, JACQUELINE BOGES '
Name oi Notary typed,pdnted or stemped �Name of Noha tqped n' o IOfI
:�a� •o: Expires December 12,2018
�'.F�2 F�Q:`� Bonded Ttw Troy Fain Insura�e 800.385-7019
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� City of Zephyrhills
; BUILDING PLAN REVIEW C�MMENTS
Contractor/Hameowner: `Z�)'I1�_ `-f-�►''�I�.c��r�.. '
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Date Received: Z- Z� l ��
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Site: �i °��� �.S��l�r�s �Y�.
Permit Type: ,� (�c.c�e �l.�i�tU��-��•S
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Approved;wlno comments: Approved w/the below comments: ❑ Denied w/the betow comments: ❑
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This camment sheet shall be kept with the pemut and/ar plans.
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Kalvin S 'tz - ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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ALLIAN C E
PERMIT AGENT AUTHORIZATION FORM
I, Thomas Lippert, am the License Holder of Home Performance Alliance,
doing business in ���.�C'�.����� , Florida, License Number
CGC 15058826, and herby authorize Ernest Orozco to act as my agent
and, in my absence, give authority to sign for permits on my Company's behalf.
Property Location
t� --� �a �--E-��h���s -P�.-��
THIS AUTHORIZATION WILL REMAIN IN EFFECT UNTILL A NEW PERMIT
AUTHORZATION FORM IS EXCUTED AND SUBMITTED NEW THE LICENSE
HOLDER TO THE ABOVE COUNTY BUILDING DIVISION.
I ^ -�� L
icense Holder ame Signature
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STATE OF FLORIDA
COUNTY OF PINELLAS
I HEARBY CERTIFY that on�day of � , 2017, before me personally
appeared Thomas Lippert,the license holder, who is personally known to me.
Christv Farrish �� /� ` �
Notary ignature
:����r P4B�"'
_� �;:: CHRISTY FARRISH
� ``' - MY COMMISSION#FF115185
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'°•.',�aFnci!;.� EXPIRES Apri!25, 2018
�ao7)39a-0�53 FloridallotaryService.com
Home Pertormance Alliance, Inc. – 2850 Scherer Dr., Suite 550—St. Petersburg, FL 33716 Tel:
727-538-4140– Fax: 727-538-4217
, , , , • ' . •
Pertnit No. Parcel ID No 03-26-21-0160-00000-0820
NOTICE OF COMMENCEMENT � ����Ifl Il�fl IIIII II�II(��II�III!IIIII iIIII�IIII IIIII IIfI Ilii
State of Florida County of Pasco 2017020610
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement: STEPHEN'S GLEN AT SILVER OAKS PHASE 7W0
1 Descrip6on of Property: Parcel Identification No. PB 31 PGS 150-151 LOT 82
Street Address: 6749 STEPHENS PATH ZEPHYRHILLS FL 33542-0653
2. General Description of Improvement Replace windows,size for sizer ��p��1837$99 Rec: 10.0@
DS: 0.00 IT: 0.00
02/15/2017 L. K. , Dp�.y Clerk
3. Owner Information or Lessee infortnation if the Lessee contracted for the improvement:
GOODLOE DENNIS 8 TRESS RAE
Name
6749 STEPHENS PATH ZEPHYRHILLS FL
Address City State
, Interest in Property Owner 100% PaULfl S 0'PiE?L,Ph G PASCO GLERK & COf iPTROLLER
Name of Fee Simple Titleholder 02/15/2017 10:32am 1 of 1
(If different from Owner listed above) OR B� ��,��� PG ����
Address City State
4. Contractor: Home Performance Alliance
Name
2850 Scherer Dr.Unit 550 St.Petersburq FL
Address City State
Contractors Telephone No.. (�Z�)538�140
5. Surety�
Name
Address Ciry State
Amount of Bond: $ Telephone No.
6. Lender
Name
Address Ciry State
Lenders Telephone No.
7 Persons within the State of Florida designated by the owner upon whom notices or olher documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Enlity Designated by Owner•
9. E�iration date of Notice of Commencement(the e�iration date may not be before the completion of construction and final payment to the
conVactor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of peryury,I deGare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief. '
STATE OF FLORIDA �f���
COUNTY OF PASCO t��
Signature of Owner or Lessee,or Owner's or Lessee's Authorized
�er/Dir�artner� ger
c
Signatory's Title/Office I
The foregoing instrument was acknowledged before me this��day of J/'^ ,20�by �+ K���".J �f�J��w�
as ���/��� (rype of authoriry,e.g.,officer,trustee,attomey in fact)for
(name of arty i behalf of whom insWment was executed).
Personally Kno OR Produced Identifiration❑ Notary Sign e
Type of IdenC�fication Produced Name(Print) i!�'i^
' MICHAELDBLANKLEY
:2Q;�ti::;%;�.:
;*: .�;Commission#GG 032120
�°�•r,��or Expires September 20,2020
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'••;o;;;°• Bonded Thru Tmy Fa(n Insuronce 80�-3&i-7019
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`��� ::�°`�';."v Y�O�AAE PEt2�ORNIANCE ALLIANCE INC. 3� �b
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..,,arw� State Certified General Contractor License#CGC1508826
'"�V' 2850 Scherer Drive,Unit 550,St.Petersburg,F!.33716
Home Performance Offce(727}538-4'L40
� L L I A N C E "�`^�"•hnawindows.com �/ + ��
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CO�ITRACT
PURCHASER NAME � MAIN PHONE 07HER PNONE WORK PHONE
, �n�is ` �i�eSS L c�u�.f�� I (31����� � i�� 3 (s;13�385 --1��3
STREET EMAIL
L���I _`?� hi2�1 �G1��'1 d�e�o�'!(oa(}3 C�Q�t�v.�'��
CliY.SThTE.aND ZIP � CU5iCaMER ALTERNATE PHONE:
�,�,' �� i��?a��S, �. ���J�'�'
L S R REPS PHONE DATE
, �S� ��d.,�J�,��" U 3 1��1'l .
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General Description of Work: To fumish and install: � '������• ��..J� \J���}��?�1�..�
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Windows and sliding glass'doors and
entry doors -which is further described in the details specification sheet attached hereto as Exhibit"A'
and mitiated by the parties.We will remove and dispose of all debris from job site,Including building permits and wamanty,
The above work will be cbmpleted in accordance with the terms,conditions and specifications herein,with payment to be made in accordance
� with the followi�g payment schedule:
1. PRICE � g V��+�"[ f
2. SITE INSPECTION 8 PERMITTlNG FEES . $250.00
3. SUBTOTAL $ l��� �
4. DOWN PAYMENT § �5�� +
5. BALANCE C.O.D. $
6. BALANCE FINANCED $ �/i�'S��
*BALANCE DUE UPOPI INSTALLATIOiV OF WINDOWS AP1D DOORS NOT AFTER THE FINAL INSPECTION.
"COMPANY NOT RESPONSISLE FOR RECOiVNECTi{�3G BURGLAR ALAR{VI SYSTEMS.
"COMPANY NOT RESPONSIBLE FOR PAINTIfVG OR STAtP11NG.
IF PAYMENT TO BE MADE BY CHECK PAYABLE TO"HOME PERFORMANCE ALLIANCE,INC:"ALLAPPLICABLE DISCOUNTS HAVE
BEEN APPLIED AT TIME OF SERVICE.
Additionai Comments:
All work is to be completed in a workmaniike manner accordi�g to standard practices.Any alteration or deviation from the above scope
of work involving extra costs will become an extra charge in addition to the quoted price.Our workers are fullv eovered 6v Workmen's
Comoensatton insurance.Uniess othenvise specified,Contractor's work carries a year limited workmanship warranty.The Contrect
Documents consist of this proposal,the terms and conditions,all documents referenced thersin�and the Limited Workmanship Warranty
ano are incorporated hereirt by reference.
Buyer's Right to CanCel: This is a home solicitation sale,and if you do not want the goods or services,you may cancel this
agreement by providing written notice to the seller in person,by e-mail,or by regular or certified mail,Saturdav is a business dav
for the ourooses of this contract.This notice must indicate that you do,not want the goods or services and must be delivered or
postmarked before midnight of the third business day after you sign this agreement. IF you cancel this agreement within the 3
dav oeriod.the seller may not keep any cash down payment.If you cancel after the 3rd business day,you wiil be Iiable for a 30% �
liquidated damages fee in addttion to loss of your deposit
@ Fi�iVE READAND UND�RSTAtdD THIS 6?ROPOSAL,TFlE TERtV�SAND COIVDITIONS
AND d�LL DOCl9fi1�ENTS R�FER�NCE� THEFPEl�6 d�RlD AGREE TO BE �OUFID �l'
l"�8E9R 1'�F�B�9S. �
ACCEPTANCE OF PROPOSAL: The above prices, specifica4ions ReSpectfuNySubmitted,
and conditions of Satisfactory and are hereby accepted.Contractor is
authorized to do the work as specified, By signing below, Customer HOBVIE PERFORMAP�ICE ALLIANCE Ii�[C.
acknowledges that Customer(s the owner of the property where work .
is to be performed. �
Owner Signature: —C(J (J C����'"'� �
sv: /�t,1�r1;t�""
4 (Officer of Comoany);
Co-OwnerSignature. ` —���
' � Y �°�a �B � V"vN U 9 C✓ '�C � 'V' �4 `�d f r 'f
; i ,r ' ^ Nates:
tender. FOC[11da�14t1 �` oattsent: ���_ '
isssc 5�ua
Daa Signed: Init
� Page 1 of 3
9�w..��l„+�
iff
" � +°� Cust.Name Dennis&Tress Gaadioe
a Cont.Date 1/18/2017
I Address ��49 Stephen Path
• �� 2ephyrill5,FL 33542
Q Phone 3Vum6er {813}389»6463
� Sales Neme Saesha Stewark
Frame Type To 7 j �ltood
�5 Ercterior Siding G�/
� 3 3 YB 199?
,�� Bucking Req �
_� � �� Color �,f/k��
, Grids (�
�, � � �� E Frasted /U"G�
�.���✓� � ?- Impact Qty. U
� � � .�� °� Non-ImpacL QtY. ,
�, � � Window Shields Qty. �
�
= Door Shieids Qty.
'`� ' �� s Cust.Init
r' ;ll �
Customer agrees to the above
Nr W H Style Room OBS Temp Screen Grids Notes i
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a �'S u5?� 5�, �,�. �- � � �
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Notes:
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Customer Signatur � pate: Meas ed By: Date: /
Do you live in a flood zone: Y8S OP 0 {Pleaseeircleone) l'"" `` � p�'��'
, ' • �, ��1
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AHome PerFormance 2850 Scherer;Drive-Unit 550 . .
L L I A N C E St.Petersburg,FT.33716� �"'�
Phone:727-538-4140•Fax:727-538-4217
License#CGC 1508826 www,hpawindows.com
PROPOSALSUBMIITED TO MAIN PHUNE OTHER PHONE WORK PHONE
J�/��,� ` �resS �ovd.l t� (3�3)'�S�-'-���� ( f���)3�5�I l�-'
STREEI' n EMAIL
cI�' I� � `� �"G�"�l C�`"�CJd��2 O5 C�('�.Y1�`V.C:�s,'V�
CITY,STATE,AND ZIP CONTRACT#
�2 �� Th' !�•S, �I • ��s�-f'Z-
;
RESc't�(TATIVE CONTRACT DAT
��Sl�.c� �-�G���— ±Q 1� i�� t�
#of units � Custom WlndOws '�Y`(�l'�S�°.�l�:S Sliding Glass Doors
#of units Dura Shield WindowsT"' Impact Non-�mpact
#of units Dura Shield WindowsT"" Non-Impact � Impact
#of units Hurricane ShleldS Pocket: Yes Nb
NOTE:All entry doors, Pre-Finished/Unstained. #of Exterior Entry Doors
Room #Of Window Color Grid Obscured 1/2;or Temperate Other
Location Windows/ Style Pattern Glass Full �,�a�
Doors Screen
�.��v�3�� 2 ��� �n(1�- I 'lZ
�1'�� I � ' ���,� i � 1(�
� �� � �9 � �� ���
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Comments: l7'IeG�lif�'P. DI'? � �1'i���
,
Note:All windows available in white and tan;all other colors are exter,ior only!
All windows&doors are specialty manufactured product for jobsite li'sted above.
Rep.: _/1!?�f�11� Owner: -� r. •..�.�
Date: U't;1�11� Co-Owner. ��9 c.n,n���'-��It ��
�
• � � �i��� �'.� �� � �� � - 0' �� �� ���,
t r ' S' ° ' Notes:
Lender: FOUI'1CI8t1011 `` ooasent: mit
18.5%$6254
Doa Signed: Init
Page 1 of 3
' 1 -.�...�.�+4'
_ 1� " _
ro 43
Cust.Name Dennis&Tress Goodloe
� Cont.Date 1/18/2017
� Address 6749 Stephen Path
q� Zephyrills,FL 33542
a� - Phone Number (813)389-6463
Sales Name Saesha Stewart
Frame Type �/ Wood
�� Exterior Siding GU
� 3Ca YB 1997
j q Bucking Req � ,
_u
COIOr �,�,/
�� �� 3� v
�f �
Grids
�}���'���- ��§ ? i Frosted /1�',�
��-° s' ✓ _
Impact Qty, d
� L
(,� 3 •� •fp n�, Non-Impact Qty. ,
� Window5hields Qty. �
' I ' Door Shields Qty.
�• , -� ; I°�5[� 3
� _� Cust.Init
- _ Customer agrees to the above
Nr W H Style Room OBS Temp Screen Grids Notes
173 7 S s� 7 � x � T. 4 '
Z 7s �s,� S� �� � � .
s 3 �X �S � r�' ���� � � ,.�'� - ;
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5 ,
6
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11
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13 i
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Notes:
Customer Signatur • Date: Meas red By: Date:
Do you live in a flood zone; Yes or 0 (Please circie one) ��" �l ��—��
.. • f _ 'j • •
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BCIS Home Log In User Regist2tion Hot Topics Submit Sur[harge Stats&FaRs Publications � FBC Staff � BCIS Site Map � Links Search
Floriaa
�i�.a Product Approval
�� �., ,'���,.)USER:Public User
�: � �=•_
Producl J+ooroval Menu>Product or Anolicat(on Sear[h>AVPiication List>Appllcation Detail
�7�r k''^����.2^^��• i
��4,4::-��3,;.��`;.=�,.m? FL# FL4091-R7
�::.r:�i;?3S.'iL:.i,a.��_:.=..i:?
Application Type Revision
Code Version 2014
Appiication Status Approved
Comments ///'''��� �
Archived ' • �( /� I�
t � �/J/j/
Product Manufacturer Custom Window Systems Inc. ��if`� �y��` I
Address/Phone/Email 1900 SW 44th Avenue s� a� / I
Ocala,FL 34474 C,�_ /�
(352)368-6922 Er.t 255 ,, `� /M {� T �
sbrooks@cws.cc /�V /����
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss II
Address/Phone/Email 1900 SW 44th Ave.
, Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
, Quality Assurence Representative ]ay Lathrop REVIEW DATE �—a�( �
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474 CiTY OF Z�PHYRHI��L�S
(352)368-6922 Ext 291 P�N ������� It-J
jlathrop@cws.cc
Category Windows
Subcategory Sin le Hun
9 9
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 �ucas n.Turner ALL WORb�SNALL COlbif�LY WI�H
the evaluation Report PREVAILING CODES
Florida License PE-58201 FLORIDA BUILDING CODE,
I quality Assurance Entity Keystone Certifications,Inc.Nq�'�ONAL ELECTRIC CODE,AND
quality Assurance Contract Expiration Date o7/21/2020 CITY OF ZEPHYROiILLS ORDINARICES-
Valitlated By Steven M.Urich, PE
-' Validation Checklfst-Hardcopy Received
Certificate of Independence FL4091 R7 COI EvalRe�CWS-154E(SH-8100 Nll ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I,S.2/A440-O S 2005
AAMA/W D MA/CSA/101/I.5.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
. , ' • '' � ,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summar of Products
FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 lI CWS-154E(SH-8100. Nll.odf
Approved for use outside HVH2:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76".Glass complies FL4091 R7 AE EvalRep CWS-154E(SH-8100.NI).odf
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLhp91 R7 II CWS-485B(SH-8100.52x71,NI1.�f
Approved for use outside HVHZ:Yes Veriffed By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaivation Reports
Other:SH-8100 Vinyl Single Hung,OX, Max.size 52"x 71", FL4091 R7 AE EvalReo CWS-485B(SH-8100,52x71
see instailation dwgs.for DP.Glass complies with ASTM NI . df
E1300-04. F1.4091 R7 AE Quanex(Mikron)NOA 12-1017 02.odf
Created by Independent Third Party; Yes
4091.3 SH-8100 Continuous Head&Siil SH-8100 Vinyl Single Hung,Continuous Head&Sili,Non-
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS-442B(SH-8100,74x63.ContHdSl
Approved for use outside HVHZ:Yes NI . df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont.Hd.&Sill,Max, size 72 7/B"x 61 Evaluation Reports
3/4",DP+67.5/-70 psf.Glass complies with ASTM E1300- FL4091 R7 AF FvaiReo CWS-442B(SH-8]00 74x63
04. ContHdSl.NI).odf
Created by Independent Third Party:Yes
4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung,Cont. Head&Sill, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 II CWS-4926(SH-8100.74x72,ContHd51.
Approved for use outside HVHZ:Yes NI . df
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure: N/A Created by Independent Third Party: Yes
Other:SH-8100 Cont. Hd. &Sill,Max,size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs,for DP.Glass complies with fL4091 R7 AE C:valReo CWS-492B(SH-8100,74x72
ASTM E1300-04. ContHdSl,NIl.odf
� � Created by Independent Third Party:Yes
4091.5 - SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail
Limits of Use Installation Instructions
e m HVHZ:No FL4491 R7 II CWS-293C(SH-8100.52x96 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: +60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass compl(es FL4091 R7 AE EvalRep CWS-293C(SH-8100,52x96.
wlth ASTM E1300-04. NI , df
Created by Independent Third Party:Yes
eack Next
Con[ad Us: 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
t �� •
The State of Florida is an AAlEEO employer.Coovriaht 2007-2013 State of Florida.:;privacv Statement::Accessibilitv Statement;:Refund Statement
Under Florida law,emafl addresses are public records.If you do not want your e-mail address released in response to a pubtic-records request,do no[send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,piease contact 850.487.1395.xPursuant to Section 455.275 �
(1),Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Departmen[with an email address if they have one.The
emails provided may be used for o�clal communication wi[h the Iicensee.However email addresses are public recard.If you do not wish to supply a personal address,
please prov(de the Department with an email address which can be made availabie to the public.To determine if you are a licensee under Chapter 455,F.S.,please
dick here�.
Product ApprovalAccepts:
� � eCLec, �
Credit Card
Safe
GENERAt NQTES•
SINGLE HUNG ORIEL-NON-IMPACT 1,TFiEPROOUCTSNOWNHERHINISDESIGNEDANDMANUFAC7URED yy��S
TO CDMPIY WRfi THE FLORIDA BURDIHp CODE(F8C),WRRENT
EDITION. 1900 SW 44TH AVE.
OCALA.RORIOA 34474
2.GtAZtNG OPTtONS:{SEE SNEET 2j W WW.GWS.CC
53 r/a• 3.GONfIauRATIONS:'o!X"
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52"MAX.UNRWIDTH 4DNE't3ATiV6DESIGNtOA�S8A5EDONETESTEDPRESSUREkP10 SIPIGLEHUNG
a713/16•pLASS DLO GLASS TABLES ASTM E-0300�04. NON•IMPA�
•POSRIVE DESIGN LOADS BASED ON,TESTE�PRESSURE,WATER
A INFILTRATtON TES7 PAESSUftE AND C,CAS5 TABIES
AS7M E-1300-04. v�w�
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SYSTEM IS REOUIRED IN WINp BORNE DEBRIS REOION. � �� Z
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NEHIHT � � � X=ppERABLESASH,O+FIXEDSASN a °a
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; ; ' e i t.EXTERNAC W EEP SIQT=i/2'x 2•t12'IOCATEO 4'FROM BOTH ENDS. ,`VG�9'�C�;s���y�':
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�VSSOCO
ae rn• R PE p 58201
MAX.SASH W IDTH l239 JABARA AVE.
NpRTH PORT,FL342BB
PH.84i•380.i574
EEI 0.IVTi0N:
7aeLE 4�coMar�iS 4ENEFiA�NOTES AND
ELEVATIONS
GBNERAL NOTES 8 ELEVATIONS. .1 � �
�uzinooEra��._......_. .z COIUFIG. MAX.UNITSIZE DESiGIdPRES8t1RERATING IMPACTRATiNG rvW o�ioe�os
CAMPARATfVEANALYSIS....... 3 0.
SECTION VIEWS 8 ALT.FRAME. 4 SEE CQMPAf{ATIVE ANAl.YSIS '
EXTRUSION598.Q.M.»...._.... .5 ORIEI 52"x 96" NONE cws-zss c
ANCHORSCHEDULE8N07ES. .6 CHART,SHEET3
INSTALI.A710N OETAILS. .,. ,7 SHEET
120 1 OF7
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8100 PVC
SINGLE HUNG
NON-IMPACT
N
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7/e'OVEflALL 7/B'OVERALL 7fB'OVERALL 7!8'OVERALL ��W T
rm
t/8'ANNEALED 1/e'TEMPERFD 3/16'ANNEALED 3/i6'TEMPERED p � U Z
&8'AIRSPACE S/8'AIflSPACE 1/2'AIRSPACE 12'AIRSPACE � � � O
1!B'ANNEALEO 1/B'TEMPERED 3/16'ANNEALEO � - � N
3/16'TEMPERFD R ��Z>
a SIKRFLIX5520R a SINAFLIX5520R SIKAFLEX5520p SIKAFLIX552pq � w O¢
PURFECTGLNZE'H' PURFECTGLAZE'H' PUflFECTGIAZE'H' PURFECT6LAZE'F{ p �g p a
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1/�SBITE 1�SBI7E 1M'GLASSBRE a � a W
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GLASS TYPE A OLA55 TYPE 8 �LASS TYpE C OLASS TPE D =.a: ' -
S9Q� STATE OF :��4t
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LUCAS 0.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL34288
PH.941-380-1574
SHEET OEBCflIPT10N:
GLAZING DETAILS
onnwn e: o�r:
AAJ 07/08lOB
owo�: _
CWS-293 C
5 SHEET
1:1 20F7
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Design Prgssures(PSF�fir Fln ar Flange Onel Configumtlon rAth SasA Glass Type A,B,C,or p,8 Ffxed Giass Type as Indicated fn Chart
Unft Sash Flxed UNt Wldths{1n.} �����
Height pn.) Haight pn.j Glass TYpe 231/2 271/2 29 1/2 31 1/2 351/2 39 7/2 41 1/2 43 1/2 471/2 52 �'/���ns 4.:L�
2���Z �Z A +60/-90 +60/-8D +60/•90 +60/•90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 �9�a sw 4aTH AVE.
OCALA,flOfilDA 3ai74
,or D +6Q t-90 +64 t-96 +6Q t-90 +60!-90 +60!-9p +601-96 +60 t-90 +60 t-90 �601-40 +861-9Q wWtt.CWS.cC
29 j�2 �Z • A t801-9Q +6Q 1-90 t601-90 +60 t-90 +fi0/-90 +60!-90 +60!-90 +60/-80 +60!-90 +60!-90
B,C,or D +60/•90 +60/-80 a60/-90 +60/-90 +60/•80 +80/-90 +60/-90 +60/-90 +60/-90 +60/-80 $100 PVC
�1!2 i� a +so i-so .so r-so �so i-so +so t-so +601-80 +sn t-so +so�-so +so t•so +so r-ss.s +sa r as.s SlNGLE HUNG
a.c,or o +so r-so +so r-go +bo t-so +so t-so +so�-so +so r ao +so r-so +sa�•so +so r-so +sa t-so NON-IMPACf
41 1/2 13 3I7 8 A +80/•90 +60/•90 +60/•90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-90 +60/-87 1 +60/-75.8
B,C,or D r60/-90 +60/-9D +6D/•80 +60/•90 �60/•90 +80/•90 +60/-90 +80/-90 +6p/-90 +60/-88.8 �n a.-
47t12 t5 Sftg A +6Q1-96 t6Q1-90 +607-9Q +601-90 t641-90 +66l-90 +60l-96 +60t-90 +661-&4.3 +66l-74,9 �� �
B,C,or D +50/-90 +fi0 J-90 +6t1/•90 +66/-90 +60 t-90 �60/-90 +60!-9� +601-90 +60/-90 +60/$1 0��o
53 7/2 16 15/16 A +60/-90 +60/-90 i60/�90 +60/-9D +60!•8p +fi0/-90 +60/-88.5 +60/-84,7 +60/-77.4 +60/•712
B,C,or D +60/-90 +60/-90 .60/•9D +60(•9� +86!•90 +60 f-90 +fi01-90 +60 t-90 +60!�5.7 +86 t-75.3 "��~m
39�f2 ;g 7�g A +60!-90 +60 t-90 +60 t-90 +601-9D +8Q!-90 +fi6 J-84.3 +60 t-8Q.5 +BD 1-762 +601-70.9 +601�.''a.2 ��� z
B,C,or D +60/-90 +60/-90 +6p/-80 +60/•90 +60/•90 +60/-90 +60/-90 +60/-90 +60/-81.4 +60/-70.9 + � o y
63��2 �p r�g A +60/-90 +60/-9� +60/�90 +60/•90 .60/-8�,1 +60/-7BJ +60/-75 +60/•72.1 +60/�66.9 +60/�61,2 � �z�
8,G,or D +60!-90 +6Q i-90 +60 J-90 +60!-90 +64 t-90 +60 t-90 +6D t-90 +&0 t-80 +601-792 +&O 1-fi8.? � ��a�
65 1!2 20 3/4 A +60/•90 +60!•80 +80/�90 +80!-90 +60!-84,b +60/-76.2 +60/-73 +60/-70.3 +60/-65 +59.7/-59.1 ���¢
B,C,or D +80/-90 +60/-90 +60/-90 +60/-90 +60/-80 �60/-90 +60/-90 +60/-90 �60/-78.3 +60/�67.7 0 3 a w
67 f12 21 3r8 A +60!•9D +6Q/-90 +fi0!-64.3 +80 f-87.8 +60!-87.4 +6q 1-74 +691-71 +801-682 +6Q t�i.t t57 t-57 ' '�o
8,G,or D +64!-90 +64 t-90 +60 t•90 +60 t-90 +fi41•90 t601-90 +601-9Q +6D!-90 +$01-77 4 +60!�66.8 ti m't Z
71 1/2 22 1 Y/Y 8 A +60/-B6J +60/-04 +60/-83.7 +BO/-822 +60/-77 +fi0/-71 +fi0/-68 +60/-65 +59.3/-59.3 +54/-SA `�p������nrq�
B,C,a�D +60/-90 +60/-90 +fi0/-90 +60/-90 +60/•90 +60/-90 +60/•90 +60/�88.5 +Bq!-76.i +60!-65,4 �.�plsORE W r4'
743f4 2311jtg A +601-822 +60l-78.6 +fi6l-78.5 +fi0l-78 +601-73.$ +60t-6&.3 +60l-fr5.5 +60t-&2.4 +56,6l-56.6 +51.81sa1,& ���Y•'��t��NSF`�,P2�'y
B,C,or D +&0 J-8D +b6!-90 a60)•90 +80/-90 +60!•90 +60/-g0 +60/-9D +60/�97,4 +60/-75.2 +60/�64,4 �v:� Nc 58201 ;A�
B7 1/2 25 13N 6 A +80/-73.8 +60/-69.3 a60/�69.5 +BO/-69.4 +60/�87 1 +60!-62.4 +59.3/•59.3 +58.4/-56.4 +52!-52 +47.2/d7,2 r*� * '*'
B,C,or D +6U/-83.9 +60/-83.2 +66/-63.2 +60!-83.2 +80(-83.2 +6p/-83.2 +60(-932 +601-83.2 +80 t-73R +601-62.& •9�
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8&3t4 27 il2 A +60!d0.t +60 t-63.2 +601-&3,4 +BO t�3.8 +601-62.� +58.1 J-SBJ +55.6 t sa5.6 +53.31•53.3 +49 J�i9 +44.6!-04.6 '•�••�{ '�':
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8,C,o�D +60/-75.1 i60/-73.5 +60/-73,5 +80/-73.5 a60/-73.5 +60/-73.5 +60/-73.5 +60/-73.5 +BO/-721 +60/-61.7 �'r���ONA�Ep��''
96 30 7/i 6 A +60/�3.3 +54.2/-54.2 +537/-53.7 +54.7/•54,1 +54.7!-54J +52J/-52.7 +50.7/-50.7 +q8.61•48.6 �44.8/-44.6 +40.8!-0Q.9
B,C,pr D +601-63.3 +641-60.6 +60 t�G0.1 +60 J-64 t64 t-60 +&0 t-60 +BO t-6p +601-fi0 +60 t-� a64 J-60 Z�"
4f3/2015
LUCAS A TURNER,P.E.
Fl.PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34286
PH.941-380-1574
sHeeroesa ivrion:
GOMPAFiATIVE ANq(.YSlS
oru N B; ATE:
AAJ 07/09l08
OWpk A _
NOTE;IF SlZE IN7ENDED IS NOT SHOWN,USE NEXT(.ARGER 512E. CWS-283 C
` SHEET
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INTERIOR W�N�N'�����LL�
1900 SW 44TH AVE.
OCALA,FLORIDA34474
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2 LUCAS A TURNER,P.E.
R PE g 58201
1239 JABARA AVE.
� NORTH PORT,FL36288
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SECTION GC sNeer oEscaivrion;
AL7ERNATE FIN FRAME
SECTION A-A SECTION VIEWS
oRn N er: onre:
, AAJ 07/08/08
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NOTE:ITEMS NOT SHOWN FOR CLARRY• CWS-29$ C
20,25•26,31,36-37,44,51-52,55-56,84,87-88
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irom vanf ueacri Um vondor Mster�l s1lB• CONSTpUCT10N �! T!/IR7l/TTyyf]'L/�/G
1 H�6031 hUInF,SH,wlFlp.,PVC,Heed Mlvan 41nN 119t6•--y ✓litihyWUuuop(7/,�
2 H-6031 A41nR.,5H,wlFlp.,PVC,5111 Mlaon NnN 9 � I rZy1e� WINDOWSYSTEYISIL;j!
3 H�fi031 A41n Fr.,SH,wlFlO•.PVC,L.JC, Mkran NnN 1800 SW 44TH AVE.
4 H�6031 IvhlnFr..SH,wlFIO.,PVC.R.Jb. Mlwn Wny1 10 � B OCALA,FLORIDA3aa74
5 H�feB1 HeeryDury,AbeLRa11,F�.Aluminum Keymerk Plum 1yB' WWW.CWS.CC
8 H-8027 SashlAaeLReII,PVC Mlvon NnN 39/18'
1l16• �'`��
e H4497 ReInl.Saehh4eLRell Keymerk Num � L 1/16' I +�16' 8100 PVC
10 H�6051 Sash Bolmm Rell,PVC MWun 41n
.L— CARNER WF10
11 5-1488 ReInL S.B.RlS.S.R Ke„nerk Plum PVC SASH BTM.RAIL PVC SASH MTO.RAIL (/�SIOES� SINGLE HUNG
12 H�8004 Sash&Ida/fop/BOL Rall Mkran NnH 1' H-8051 H-6027
��8 NON-IMPACT
13 &f49B HelntS.8.R15.S.R Kaymerk Num
14 5�6064 Cilz Bd,7!B•,Fd,Horiz MWon Nn PVC FRAME FIN
N N�
-6064 �IZBd,7I8•,F�.,Vert Mlaon Vlnyl H-6026 �
16 5-8064 GIz Bd,7/e•,Sech,Horiz MMan Nny1 ���Q
17 &6a64 (31zBd,7/B',Sesh,Van. MWon NnN
iB 5�013 Scm.ldapL,wMIb,PVC,Horiz Mkron NnN 31/e' �
—� 13�16' Y W LL ..
18 5-6014 Scm.AdaDL,PVC.VeM1 MWan Vln�l 1 yd' �¢F m
20 5-6028 SeshStap/FlIIar,P�C,Vait. Mkron Nny1 2 � FU(EOMEETINGRAIL y
23 H-1689 RelniarcementSBR Keymerk Alum /� SCREN,EDT06ETHEAWITH � � � Z
2/ P-2180 Balnnce 951 4 1&B' tYtL��J 1f18• OUTERFHAME � s � O
25 P3059 Sach Cem,P�C B51 Plestic Z����6' I � ��' 1:8 + o !n
28 P-3048 TekaOutCllp gs� � 7��g• L v i s• � � �Z�
27 P�7B3 Lad�,ImOect,PYC NleAock � � � u°�ai�¢
2B Pdo69 Keeper,MOact,PVC InteNock Zemac REINF.SBR � a
PVC SASFi SIDE RAIL o o—
30 P-3215 WeepCa�erw/Flep Gae� Plastic H-6004 H•1699 � ��"V
sx P-342B wsq.,o27ox.7e7ha4cFln5eel,Gray Uitretab PVCFRAMEFLANGE n o?w
33 P.9/29 Wem.,0270x.1B7�arkFlnSeal,Orey UltraFa6 H•6031 31�. > j 0
34 P-31Y9 W8�.,0270x.1B7backflnSBal,Gray UlVetah ��• 6 U m¢_
35 P•3428 Wam..0270z.187beckFlnSeel,Gray Ultraleb 11/e. ���8, � 8.
36 P�3428 WsQ�.,U270a.1B7barkFlnSeel,�ray UltreFab ��»����r
5�16' 1/2' � 1 7/B' �N��ORE W���I
37 Pd638 Y8�212•P�RLdI6edTrvscTfpeATEK2 Faslenel Steel I pS'� r
38 P-376B YBz0.825PhPHSA4S HuECiy Staal �B 10 �y�L � L 1/e' `,�j4p�;•��CENSFG�p�'.,
39 P3051WkBz1250PhFFITEH,WhI HubCl Steel � 1f16• 7)�fi' No 58201 •:mA�
40 P-A284 tlBx3/4FHPHwp'�6Heatl,TEK,YVht HubClry 5[eel ��16� • .
PVC SCREEN SUPPORT PVC SCHEEN CATCH PVC SASH STOP HO MTG RAIL *' a �'�'
44 Paa42 SaemSealer,5A4550� Schnee 5-6014 5-6013 S•6029 H-ifi81 "O� �4L
45 P3752 Cap PIuO���'Hole M6M Nyion '9�, 5TATE �F •W t
47 P-3438 Slkallez652orPurleclGlaze'H' SINe/Henkel
aB P-3352 SetBlk,eSDur,t/B'xSiH'z2'Lg• F.Lowa Ruh6er Zy�b, 'O�FS:.<OqiO*�Q��'�```
bl P�BBt TemporaryLbl.(NFRGDP) `We� y�� S�ONALE���
52 PJ813 CWS LbL Qopo) Pro Label n
3�18' 1!4' 1 y4'� ��41111111�11tN�
63 Glass,Fixed(See Sheet 2) �• � e ���^ r 1 � � y�
5I Glass,Sesh(Sea Sheet 2) L� 'r�L- � �� � f
tns• Vis' t yt�' 4/3/2075
82 PJ21B ScreenFreme,HoAz Allmelal P1um L_ � ���g.
63 P-321B screen Freme,Vert aimetal aum REINF SASH MTG.RAIL REINF SBR/SSR � L LUCAS A.7l1RNER,P.E.
eb P•3321 Sareen Freme Camer Key pllmetal PlasBc H-1497 51498 R PE p SB201
PVC GLAZING BEAD PVC MTO RAIL CAVER 1239 JABARA AVE.
65 P�35B1 ScraenClolh,1Bz18Rberglasa Batleiwe q6arglasa 5-6064 NOflTHPORT,FL34288
66 P�22B ScreenSpllne,.755DIa.,81k Dape Wnyl 5-6077 PH.941-380-1574
67 P-3029 $C�BBIIPUIIT3D Summit Pllltll ��• SXEETpEBCRIPTION:
6B P•3033 Screen50�np,SS Fl.Sueen SS y�s.
se H�so2s �ink.,sH,wiFln.,Pvc 1 I�-3�--� BOMANDEXTRUSIONS
70 P-3113 ScrewSupporttofPl�C T.Plestice NNon O
71 5-8077 Co�er,HD Meetlnq Rall Mkran 1AnN � oqpWN BV: OAic:
SCREW SUPPORT
P-3113 a41 07/08/08
ow �:
LINE ITEMS NOT USED: NOTE:ALL EMRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED. CWS-293 C
6-7,21-22,29,31,41-43,48,49-50,55-81
5 SHEET
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6'�'�.)� 4•Mpx,Ryp�� I I OCALA,RORI�A 34474
SEE NOTE 2 WWW.CWS.CC
SEENOTE2 L 8100 PVC
e, �f SINGLE HUNG
nuxo.c. NON-IMPACT
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Max o.c.
RYPJ m N�
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ANCHORS(1YP.) �¢H m
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`Gp•S.��CENSF(.;Z:
��f No 58201 .mA'
:*: * :*_
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NOTES: 39Q;. 9TATE OF t��/�
y T,.F,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACINO SAME AS HEAD. ��i�(�S�O R 1�P'p����,
�rys'ONA;��``.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USINO LOAD BEARINO SHIMS.MAX ALLOWABLE SHIM STACKTO BE 1/4',USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARINO SHIM$SHALL BE
CONSTRUCTED OF HIGH DENSIN PLASTIC OR BE7TER.WOOD SHIMS ARE NOT ALLOWED, ,1�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMEN7 SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 41312015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WI7H A CORROSION RESISTANT MATERIAL OR COATING.DISSIMIUIR METALS OR MATERI/LLS IN CONTACT WRH PRESSURE TREATED WO00 MIJST LUCAS A.1l1RNER,P,E.
BE PROTECTED TO PREVENT REACTION, FL PE N 58201
1239 JABARA AVE.
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 MINIMUM NORTH PORT,FL 34288
SPECIFIED INTABLE 1,SHEET7 PH.941-380-1574
6.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR S7UCC0.FOR CONCRETE/CMU OPENINOS,EMBEOMEM SHALL BE BEYONO WOOD BUCKS,IF USED,INTO SUBSTRNTE-1%BUCKS ARE BHEET 0 Cnirrion:
OPTiONn�. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1•FOR WOOD AND METAL
oiuwN er: on :
e,WOOD OR MASONRV OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIONED BY THE ARCHITECT OR ENGINEER OF RECARD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. NU 07/08/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE7,SHEET 7.CONCRETE AND MASONRY SUBSTAATES MAY NOT BE CRACKED. p�yp�,
9.SEALINO AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALUITION SHALL BE�ONE BV OTHEqS FOLLOWINO THE CURHENT VERSION OF THE REFERENCE DOCUMEMS: CWS•293 C
FMA/AAMA100(FINWINDOWS),FMA/AAMq200(FLANGEWINDOWS),FMNWDMA250(BOXWINDOWSJ,FMNMMAIWDMA300(EXTERIORDOORS) 5 • SHEET
�:ZS 60F7
�
I � � •
MIN.EMBEOMEM // �7n(�V�jm
T'PICAL HEhD ANCHORA6E SEE TABLE 1 SUBSTRATE
BV OTHEFS WISLl'6y(X{U
MIN.E�GE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.ED(3E UIST. SU&STRATE W�NDOW SYSTETSS
SEETABLE7 � SEE7ABLE1 �SEETABELEI OCAIA,RORIOA34674
SUBSTRATE BY OTHERS 1!4'MP%.SHIM WWW,CWS.CC
SEE TABLE 1 MIN.EDOE 015T.
MIN.EMBEOMEM SEETABLE 1
PERIMETER SEAUNT 9EE TABLE f
BVINSTALLER INSTALLATIONANCHOR H�OO PVC
INSIOE ANO OUT 6EE TABLE 1
0 MIN.EMBEOMINf SINGLE HUNG
SEALANTBEHIND � s�rne�, NON-IMPACT
FWJOE BV INSTALLER 1/4'MAX SHIM
�
� PERIMETERSEALMIL ����
BYINS7ALLEq � o
BV NSTN1REfl�T INSIDEIWOOUT �a
INSIOEANDOUT INSTALLATIIXJANCMOR Y W LL
INSTALLATION ANCHOR
SEALpNTBEHINo SEETABLEI w¢H m
SEETABLEI FLANOEBVINSTALLER FINB�YNSTALLFA o � o Z
�,HORIZOMALSECTION C HOqROMALSECTION � � � O
7 7YPICALJAMBANCHORAGE � 7YPICILLFlNANCHORAOE - N
HEA�ANO SILL SIMIUR FOR FlN INSTALLATION � F $Z>
i a ��O�
a
8 ¢
1/4'IM)C SHIM � F ¢y
SEALANTBEMIND � � �w
FLANOEBVINSTALLER O > > >�
U m¢O
PERIMETER SEALANT Z
BY INSTALLER MIN.EMBE�MENT ,i��t�����l���
INSIOEANDOUT SEETABLEI ���SyDRE(y ��i�'
' .`��e�P.... TG
`GP�.:��GENSF•.�Py''
SUBSTRATEBYOTHERS �v'• No 5$�p� •�.A�
SEE TABIE 1 MIN.ED(3E DIST. *; w �,f�
SEETABLEI �.�; ' -
�VERTICALSECTION '�'9�, STA7E OF .�V:
� 7YPICALSILLANCHORAGE 'OqF�'���q��P,'0���,``
,��'ss�ONp�E���.
� 7�
TABLE 1:APPROYm INSTALLA710N FASTETlFAS 41 2015
FHAME TYPE SUBSTMTE TVPE ANCHOH TYPE MIN.EMBmMENT MIN,EDGE DIST. LUCAS A TURNER,P.E.
FlAN(3E CONCRETE(2.0 KSI MIN.) 3�76'fiW TAPCON 1•1/2' 1-1/B' R PE U 58201
PERIMETEH SEALPNi 1239 JABARA AVE.
FLANOE HOLLOW OR GROIJ�•FILLED CMU�117 PCF MIN.) 3l16'fiW TAPCON 1• 2' Bv iN37ALLER NORTH PORT,FL 34288
FLANGE CANCRETE(2.85 K51 MIN.) 3l16'ELCO ULiAACON 7• �. INSIOE AND OUf PH.941-380-1574
FLANOE �ROUi-FILLED CMU(AS1M G90) 3H6'ELCO ULiRNCON �.��q� Z.��z. � HORIZONTAL SECTION
� BOXFRAAIEINSTALl.AT10N BNEETOE3CHIPTION:
FLANOE 2XMPLSOUTHERNPWE(0.0.55) y���TAP� �yg• ��8. SIMIIAqFOR51LLANOJAM85FORBOXINSTILLLATION
OR ELco uLiw coN INSTALLATION DETAILS
FlANOE ?XMNL SOUTHERN PP1E(0=0.55) q10 WOOD SCREW 1-3�8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVINO THE FLANOE,
16GAUGE(0.060')MIN.S7EELSND p10-16HILTIKWOC-FLEXORfiW FULL7MFiEAD UPTOANDINCLUDINGABOX-FRAMEAPPLICATIONISACCEPTABLEPROVIDED: ow� ner: on�:
FIANCiE (�KSI YIELD MW) TEKS SELF-DRILLING SCREW 7HFiU 0.060' ��1e� AA,I 07l08/08
1/9'ALUM.(6063-TS MW.)OR g10 GRA�E 5 SELF-TAPPWO/ FULL 1FIREAO -MIN,1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owa�:
��`�'E 7��� INSIDEANOOUT,FULLPERIMETER,BYINSTALLER. '
1!8'S7EEL(33 K51 MPI.) �R01PJG SCREW 7HRU 0.125 CWS-293 C
-PRODUCT ANCHORAGE IS IN ACCORDANCE WfTFi REOUIREMENTS AS
FIN 2XMPJ.SOUiHERN PWE(G.0.5� p10 WOOD SCREW 1-tl2' 1/2' SHOWN FOR FLANGE WINDOWS. 5 � SHEET
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BCIS Home � Log In j User Registration Ho[Topics ; Submit Surcharge S[a[s&Facts Publications FBC Staff BCIS Site Map � Links Search
Fi��ida
� � `��� ,����Product Approval
�:�, �� USER;Public User
S'�
%-�y;�c f:z`;:c,
proAuct Aporqval Menu>Product or Aonlir.ation Search>1loplicalion I.ist>Appllcation Detail
.�w �-;,�._
•a Y� �• �"��,�,' FL# FL5777-R4 � �/9
Application Type Revision e �;�J�
Code Version 2014 �� � Jv
Application Status Approved � �
/l �5' � �,1�
Comments �
Archfved C1 f I
VVI
Product Manufacturer Custom Window Systems Inc, �
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbraoks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(35Z)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws,cc
Category Windows
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 Assurance Contrect Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
[� Validation Checklist-Hardcopy Received
Certificate of Independence FI_5777 R4 COI F.valReo CWS-244B f3 in Mull NI1 odf
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
Certifled By
L .
Sections from the Code
Product Approval Methpd Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05J04J2015
Date Approved 06/23/2015
Summar of Products
PL# Modei,Number or Name RescripYiae
5777,1 Adjustable(Angled) Mull Adjustable Mullion for Alum. and PVC Windows.
�imits of Use Instatiation Instructians
Approved for use in HVHZ:No F15777 R4 II CWS-2�t3B fAdj Muli.NI7.p�if
Approved for use outside HVHZ:Yes Verified By; Lucas A.Turner 58201
Impact Resistant:No Greated by Independent Third Party:Yes
Design Pr Evaluation Reports
Ot . ot for use in N . e Mullion Product Evaluation FI_5777 R4 AE EvaIRe�CWS-243B(Ad;Mull. NIZpdf
ort for compiete lis f Limita ions and Conditions. Created by Independent Third Party:Yes
77,2 5-1758 Mull Bar 3"Mull Bar for PVC Windows,
Limit Instailation Instructions
Appraved far use in HVHZ:Yes FL5777 R4 II CWS-430B(3 in M�i( NI}pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Desig�Pressure:NJA Evalaatioo Reports
OEher:See Muliion Product Evaivation Report for complete FL5777 R4 AE EvaiReo CWS-430B(3 in Muil NI�pdf
list of Limitatfons and Conditions of Use, Created by Independent Third Party:Yes
5777,3 CWS-i759 Muii Bar 4"Muli Bar for PVC Windows.
Limits of Use Installation Instructions
Appraved far use in HVHZ:Yes F1.5777 R4 II CWS-4316(4 in M i;�,! iVi�pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58Z01
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressore:N/A Evalaation Reports
Other.See Mullion Product Evaluation Report for compiete t=i S'777 R4 AF f°v�iFten CWS-431Fi(4 in Muil NIl odf
list of Limitations and Gonditions of Use, Created by Independent Third Party: Yes
5777.4 CWS-1760 Muli Bar 5 2j2"MuII Bar for PVC Windows.
Limits af Use Instailation Instructions
Approved far use in NVHZ:Yes Ft�5777 R�t II CWS-432B{S In Mui,i,�Nll ndf
Approved far use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:NJA Evatuatioo Reports
Other:See Ma(lion Product Evaluation Report for comptete Eb 5777 R4 AE EvaiRen CWS_4325(5 in uii N1) odf
list of l.imitations and Conditions of Use, Created by Independenk Third Party: Yes
5777.5 CWS-2950 MuU Bar 2"Muli Bar for Aluminum Windows.
Limits pf Use Tnstallatian Instructions
Appraved for use in HVHZ:Na FL5777 R4 II CWS-245B�2 in Muii NIl�df
Approved for ase outside HVH2:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/Af-N/A Evaluation Reports
dther:Not for use In HVHZ;See Mullion Product Evaivatian FI�777 R4 AE EvalReo CWS-245B{2 in Muifi NI�pdf
Report for complete list of Limitakions and Conditions of Use. Created by Independent Third Party:Yes
5777.6 CWS-1952 MuII Bar 3"Mult Bar for Aluminum Windows.
Limits af Use , Installation Instructions
Approved for use in HVHZ:No Fi�5777 R4 II CWS-244B(3 in Mtdi NI�,,q�1f
Approved for use oatside HVHZ:Yes Verified By: Lucas A.Turner 582Q1
Impaot Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A Evaluatinn Reports
Other:Not for use in NVHZ;5ee Muilion Product Evaluation ,�,,, 777 R4 AF EvaiRe�„�WS-?_44�i„�;i in Muil.NI,},,p�7f_
Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party: Yes
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GENERAL NOTES�
3�� PVC MULL BAR-NON-IMPACT 1,7HEPROOUCTSHOWNHEREINISOESIGNEDAtJDMANUFACTUREDTOCOMPLYWRH ��
SHOWN w/DIFFERENT OPTIONS WINDOW STSTEMS
THE FLORIDA BUILDINO CODE(FBC),CURREM EOfTION INCLUDING HVHZ 7gp0 SW 44TH AVE.
2.CONFIGURATIONS(SEE SHEET 2j:VERTICAL OR HORVANTAL �A�N�F�ORIDq34474
WWW.CWS.CC
3.SEE MULLION CHARTS FOR MAK DESIGN PRESSURES AND LENGTH.
(REFER TO SHEETS 2�3)
4.ANCHORAOE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN 11SED IN THE 3��PVC
DESIGN OF 7HI5 PRODUCT.SEE SHEETS&10 FOR ANCMOR DETAILS.WINDLOAD MULL BAR
� DURATION FACTOR Ctl=1.6 WAS USED FOfl WOOD ANCHOR CALCUUITIONS. NON'IMPACT
O 5.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PPOTECTIVE SYSTEM IS
RE�UIRED IN WIND BORNE OEBRIS REQION. ��
6.DESIGN PRESSURE OF MULLED UNRS SHALL BE CONTROLLED BYTHE LESSER ��Q
DESIGN PRESSURE OF 7HE MULLION OR THE INDIVIDUAL WINDOW UNITS. ��p
ANCHOR CL1P -- -- — - — ------ ANCHOR CIIP 7 DESIGN PRESSURES AND WSTALLATION DEfAILS SHOWN IN THIS DOCUMEM Y LL ••
I e II � I APPLYONLYTOTHEMULLION.WIN�OWSMUSTBEAPPqOVEDUNDERSEPARATE w F m
I I I I I APPROVAL. N
� O s O �I O � B.RESPONSIBILRYOFSELECTiNGFENESTRATIONPRODUCTSTOMEETANV ��i �
I I I I I APPLICABLE LOCAL LAWS,BUILOING CODES,ORDINANCE5 OR OTHER SAFfEY o o y
I REOUIREMENT3 RESTS SOLEY WITH THE ARCHRECT,ENOINEER OF RECORD, $R z�j
I I I I BUILDING OWNER OFi CONTRACTOR, a n O¢
a
I I I I I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMRED TO THOSE SHOWN IN THIS
I I I I � DRAWINO,SINGLE UNRS TO BE MULLED TOGETHER MUST BE MANUFACNREO BY Q�U
� X ��
X I I �( EXTRU ED IA UM NUM.TEMS,INC.AND MUST BE MADE OUT OF VINVL PVC OR g?Q
I I I I 10.VERTICAL MULLED UNITS MAY BE MULLEO INDEFlNITELY AS LONG AS THE SINGLE m a Z
�S� Q II Q UNRWIDTHANDHEIGHTARENOTFJfCEEDED,ANDMIJWONSAREANCHOREDAS
SHOWNHEREIN. h�GC9,��EN FG�p,y.�r
O F E D p�.�CH�R CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNR.
10 10 8 9 VERTICAL MULLION IS USED TO MULL SIDE BV SIDE UNRS TOOETHEP.
FXAMPLEHORIU.VERT.MULLION �.�;'� No 58201 �:AS
FOR SECTION VIEW ONLV �*; * ;y�
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IWCNORCLIP LucasA.Tumer ?�� STATE aF 'w�
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LUCAS A.TURNER,P.E.
FL PE N 58201
1239 JABARA AVE
, NORTH PORT,R34288
X i� y PH.841.980-1574
i I ^ 8 E EBCqIPT .
TABLE OF COMENTS
4 4 GENERALNOTESAND
OENERAL NOTES 8 ELEVATIONS..,,. ELEVATIONS
...1
DP CHARTS............. ... ......... ....2-3 : :
BOM 8 EX7RUSIONS. .,. ,,,,,q ANCHOR CLIP RS O4I13/09
EXTAUSIONS.... ... ..... .5
SEC710N VIEWS.. ...................... .e-7 EXAMPLE VERTICAL MULLION FOR ` '
CONFlOURATIONS&ANCHORNOTES..,,..8 PVCWINDOWSFORSECTIONVIEW30NLY CWS-430 B
INSTALLATIONDETAILS. .,,,, ,g-7p
SHEET
�25 1 OF 10
- 3 d 8, , 522 or 1 67 4 q 0 �
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1/4'ELCO ULTAACON WRH 7HE 1787 CLIP. WIN60W SYSfEMS
OPENING W IDTH(In.) i soo sw aarH ave.
39 45 51 57 63 69 75 81 87 93 99 106318 114 720 132 144 OCALA,FLORIOA34474
37 120 120 120 120 120 120 120 120 120 116 709 102 96 91 83 76 WWW.CWS.CC
423/A 120 120 120 120 120 120 120 113 106 99 94 88 B2 78 71 66
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fi3 120 120 110 100 92 B5 79 74 69 65 62 58 54 52 47 44
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c 7Z 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 n N�
� 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 g�o
Z RO 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25
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' ' N
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TMNSOMOVERPNIN TRANSOMOVEFiTRIPLE 7WIN TRIPLE HORIZONfALMI1WON ��'
VERTICALMULLION VERTICALMULLION VERTICALMULLION VERTICALMUWON 4/2 712 0 1 5
� � � LUCAS A.TURNER,P.E.
r r � a � 1239 JABARA AVE.
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I WftN THE 1787 CLIP. y�l�SYSTEMS
OPENING W IDTFI pn.) �soo sw 4a7ri ave,
39 45 51 57 63 89 75 $1 87 93 39 1053l8 itd 120 132 144 OCAUI.FLORIDA344�4
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ssiis i2p i2o izo izo izo 12o izo izo izo i2o iis ii2 ios too 91 sa MULLBAR
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I I I LUCAB A.TURNER,P.E.
FL PE!!58201
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6 S•1522 RE7ROFfTMULLANCHORCLIP F� NEW F-7522-013 F•7787-044(LSRj �A�.FlOfl10A34474
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13 P-3486 MULlBARCAP
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16 F-1787-001 4ANGLE 3'MULL CLIP,STANDARD ��
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LUCAS A,TURNER,p,E.
F4522-008 FI,PE A 58201
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SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WffH ANY OTHER NEW F-1522-013 F-1767-004 OCALA,FLORIDA 34i74
HOLE AS REQ'D PER EDGE DISTANCE. � FIN ��`R) WWW,CWS.CC
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LUCAS A.TURNER,P.E.
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5' 5' � 1239 JABARA AVE.
NORTH POflT,FL 34288
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i I.SLIDECLIPINTOLOCATIONANDSECUREWITHfTB�118(�1V7�,AS5HOWNABOYE SECTIONVIEWS
2 PREDRILLFD HOLES(THRU HNCLIP 188�,BV THE INSTALLER, MULL INTERSECTIONS
MAVBELOCATEOASNEFDEOWHILEMAINTAININ(iAMINIMUMCLIPE0QE015TANCE � ;
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dOCUMENTS,FOLL.OW THE ANCHOR SPACING AS INDICATED IN THE WINOOW APPROVAL FOR ATTACHMENTTO WOOD SUBSTRATE,11SINQ A HEX WABHER HEAD 7EK SGREW OF 7HE SAME SIZE(k10 OR M12)AS THE �y
WOQD SGREW lNDtGATEOIN TttE WINDQW APPROVAC.TEK SCAEWS SHAtlBE IONG ENQU6H TO ENSURE THREE{3}THREA05 O�FENETRATION BEYOND TNE INSIDE WAtl QF tAULtBAA. f--�
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2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACINO AND EMBEOMEMT SHALL 6EAS SPECIFIED INTHE6E ORAWINOS,SEE 7A9LE 7,SHEET 8. IUCAS A.TURNEA,P,E.
3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WRFI A CORROSION RE5ISTANT MATERIAL OR COATING.DI$SIMILAR MEfALS 4R MA'IERIALB IN CONTACT WITFI PR�SSURE TREA7ED FL PE 7159201
WOOD MUST BE PROTECTED TO PftEYEM REACTION. 1239 JABARA AVE.
NORTH P4AT,FL 34288
4,INSTALLATION ANCHORS SHAU.BE IN ACCARDANCE WRH ANCHOR MANUFACNRER'S INSTALIATION INSTRUC17pN5,AND ANCHORS SHALL N07 BE USED IN SUBSTRATES W ITH STflENGTHS LE&S THAN THE PH.947-380-7574
MINIMUM SPECIFiED IN 7A8LE t,SHEEf 9. SxeEi oEscRiviror+:
5.ANCHOR EMBEDMENT TO SUBSTRATE SHAII.BE 6EYOND WALL DRESSING OR STUCCO.FOR CONCfiETElCMU OPENINGS,EMBEOMENT SHALL 6E BEVOND WOO�BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFI6URATlONS AND
Me OPTt6NA� ANCHORAGE NOTES
6.A MINIMUM CENTEp-TO�CENTEfl&PACIN(i&HALL.BE MAINTNNED AS INOICATEO BY THE PRE-DRILLED HOLE$AS SNOWN W THE CL(P LAYOUTS ON SH&ET545. '
RS O4173/09
7,WOOCI pR MASONRY OPENINOS,BUCHS ANp BUCK FASTENERS SHALI BE PROPERLY DESIONEO BY THE ARCHITEC70R ENdINEER OF RECORD AND INSTALIED TO TRANSFER W W�LOA05 TO THE STRUCTURE. Wa;
SUBSTflATES SHAII MEET THE MINIMUM STREN47H REQUIREMENTS AS SNQWN IN TABI.Et,SHEET 8.CONCRETE ANO MASONRY SU9STRATES MAY NQT 8£CRACKED. CW S-d30 ' H
B.SEALINO ANO FLASHINO STRATEOIE5 FOR OVERALL WA7ER RESISTANCE OF INSTALUITION SHALL BE�ONE BY OTHERS FOL40WIN0 7HE CURRENT VERSIQN OF THE REFERENCE OOCUMENTS: SHEET
FMAJAAMA 704{FIN WlNOOW5).FMAfAAMA20fl(PLAN6E WINDOWS),FMA+iVOMA254(60X WINDOWSj,FMNAAMJ�AMDMk 304(EXTERIOR OpQRS) •1:1 B OF 10
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AS REO'D TO MAKE LEVEL F-0R SEALANi ALONG - "'_ � � p
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SEE TABLE 1
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( T) 9,VTYPI'CALLFLANGE('L•ANGL�ANCHORAGE ��`�SOREW l��
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TABLE 1:APPROVm MULL CLIP INSTALLATION FASTFNkAS 1.BOX FRAME MULL INSTALLA710N SIMILAR TO FlANGE FRAME. FL PE H 58201
7238 JABARA AVE
SUBSTRATETYPE ANCHOfl TYPE MIN.Eh18EDMEM MI11 EDGE DIST. 2,SILL STOOL MUST BE RUSH AGAINST INSIOE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRE'fE(2.0 KSI MW.) y16'fIW TAPCON 1• 3' AFTER INSTALLATION. PH.941.980-1574
CONCRE'fE(2.&5 K51 MIN.) 3I1G ELCO UL7RACON ��y4' 7• SHEETDESCRIPfION;
HOLLOW or GHOUf-FILLED CMU(AS7M G90) 1/4'ELCO ULiRACAN �.��q• Z��2, 3.RECESS RETRO MULLION CLIP 3fe•MAX FOR CLEARANCE OF WINDOW
UNITAS NEEDED. INSTALLATION DETAILS
2XMW.SOUIHERN PP1E(G-0.5� y���TAPCON ��8, ��8, FUWGE
OR ELCA UL7RACON 4.FOUR(4)ANCHORS RE�l11RED PER T MULL CLIP,SEE SHEET 2.
?XMIN,SOUTHERN PPJE(G.0.55) N10 WOOD SCREW �.yg^ ��g• TWO(2)orTHREE(3)ANCHORS RE�UIRED PER'L'Ml1LL CLIP,SEE SHEETS 2-3. • �
, 76(3NUGE(0.060')MIN.SiEEL SND R10�16 HILTI KVJIK-FLEXOR fIW FULL 7HREAD RS OM73/09
5.SEAT MULLION TIGHT TO MULL CLIP a�.
(33 KSI YIELD MPI) 7EKS SELF-DRILLWG SCREW iHRU U.O60' ���� �
' 1/e'ALUM.(6063-TSMIN.)OR @fOGRADE55ELFdAPPING/ FULL7HREAD 6.FORANCHORAGEDETAILSFORTHEWINDOW,REFERTOTHEWINDOW CWS-430 B
, 1l8'S7EEL(33 KSI MIN.) DRILLMG SCREW IHRU 0.125' ���� SPEqPIC INSTALLATION OETAILS. � SHEET
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SEETAHlE1,SHT9 �,o• MIN.EOOEd157. SEETABLEI,SMB oa MIN,EIX3EUI5T. `5�.'soR�W'rG��i I
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SEETA9L57.SHT9 SEETASLE7.&FfT9 �4p.�Y� SF�'.,�Y���
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t0 TYptCALFiN(RETftOFlT)ANCFiORAGE 74 TYpICALFWj1'ANCaLEjANCNORAGE : F No 58201 ,�!
HEAD AN�JAMBS SIMILAR FOR FIN INSTALLATION HFAO ANp JAMBS SIMILAR FOR FlN INSTALI.ATION �*: y :�_
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NO7ES: FL PE#58201
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!.SILt ST601 MUST 8E FLUSH ACaAINST IN516E OF MULLE6 WIND6W 5 NORSH PORS,F1342$8
AFTERIHS71tltATFQN. PN.B4i-3$8•75]4
H.RECESS flETRO MULLION CLIP 319•MAX FOR GI.FARANCE dF WINDOW SHEETOESG IPfqN:
UNITAS NEEDED. INSTAU.ATION�EI'AILS
FfN
3.F011R{4}ANCH6R5 FEQU�RED PEfl T MULI CUP,SEE SHEET 2. A E:
TW4(2}a77NREE(3)ANCHORS REQU(RED PEfl'C•MULL CUP,SEE SHEETS 2-3, •
RS 04/13/09
4.SEAT MULLION TIGH770 MULL CLIP, p o�, q ;
S.FORAt3CH01?AQEDETAt�SWRTNEWih'DOW,iiEFER707NEWtN00W GWS-434 8
SPECiFK;INSTAtlATION DETA113. �A � SHEET
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WINDOW SYSTEMS
NFRC Values
Series 1G IVlakeup Coating U-Factor SHGC VT
8200 XOX 7/8"OA(1/8"—20/48"—5/16" LAMI[1/8"-.090PV6-1/8"]) Low E 366 0.31 0.21 0.48
8200 XOX 7/8"OA(3/16"—1/4"—7/16" LAMI[3/16"-.090SGP-3/16"]) Low E 366 0.39 0.22 0.46
8900 SGD 1" OA(1/8"—9/16"—5/16" LAMI[1/8"-.090PV6-1/8"]) Low E 366 0.31 0.18 0.40
8900 SGD 1" OA(3/16"—3/8"—7/16" LAIVfI[3/16"-.090SGP-3/16"]) Low E 366 0.32 0.18 0.39
8900 SGD 1" OA(3/16"—3/8"—7/16" LAMI[3/16"-.105PV6-3/16"]) Low E 366 0.32 0.18 0.39
8800 SGD 1" OA(3/16"—3/8"—7/16" LAMI[3/16"-.090SGP-3/16"]) Low E 366 039 0.18 0.37
8800 SGD 1"OA(3/16"—3/8"—7/16" LAMI(3/16"-.105PV6-3/16"]) Low E 366 0.40 0.18 0.38
,