HomeMy WebLinkAbout17-18185 a _ o..
CITY OF ZEPHYRHILLS
5335-8TN STREEf
(813)780-0020 1$1$5
BUILDING RERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18185 Address: 6903 OAKCREST V11AY
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work; 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Propased Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: OAK CREST ESTATES
Est. Vaiue: Parcel Number: 02-26-21-0230-00000-0100
Imprav. Cost: 37,188.00 OWNER INFORMATION
Date Issued: 2J2712017 Name: PQSTON MICHAEL &JACQUE�INE
Tatal Fees: 337.50 Address: 6903 OAKCREST WAY
Amount Paitl: 337.50 ZEPHYRNILLS FL 33542-1695
Date Paid: 2/27J2017 Phane: 435-531-6455
Work Desc: INSTALL WINDOWS IN MASTER BED/GONSTRUGT SUNROQM QN EXIST GONCRETE
CONTRACTOR S APPLICATIC3N FEES
LIFESTYLE REMODELING BUILDING FEE 337.50
T
Ins ectians Required
FOOTER 2ND ROU PL B MI INSU TION CElLlN
FOQTER Bt?ND DUCTS INSULATED SEWER NIISC.
ROUGH ELECTRIC�_��__._ LINTEL MISC MISC.
1ST ROUGH PLUMB � PRE-METER IN5ULATION WALL MISC.
DUCTS iNSTAI�ED � WATER tVIISC DRNEWAY
PRE-SLAB � SHEATHING MISC. MISC.
COfVSTRUGTION PQLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80(2)(c)the
tocai government sha11 impose a fee of four times the amaunt of tite fee impased for the initia! inspectian or
first reinspection,whichever is greater,far each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable ta this property that
may be faund in the public records of this caunty, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"'Warning to awnerc Your fa�lure ta record a notice af cammencement may result in your paying twice far
cmpravements to your property. If you intend to abtain financing,consult with yaur lender or an attorney
befare recording yaar notice of commencement."
Cor�plete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with
Ci Codes and Qrdinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
%o "` `'���
CONTRACTOR SIG�A"TURE PERMIT OFFI R
PERMIT fXPIRES IN 6 MONTHS WITH{3UT APPRt3VED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE IZEQUIRED
PROTECT CARD FROM WEATHER
s1s-7so-ao2a City of Zephyrhills�Perm���}IIC�fIOtl . Fax-813-780-4d2�f
Building Department
Date Received 2 ,. l� "' L Phane Contact for Permitting �2M1- - Z�y - ��o
Owner's Name M�c �1 '�c+ Owner Phane Number y 35 � 5 3� r to J�5
Owner's Address ��3 Oa�K Gt� Owner Phone Number�! �
Fee Simpie Titiehoider Name Owner Phane Number� �
Fee Simpte Titleholder Address
JOB ADDRESS Csr �'}G Cy cL Y � LJ'�'• LOT# ��r
` sue��vts�aH do.lrt C.teS�- �.s�-o.�rc� �A�c���n# 02- Z{a - 21 -o23t7 -0000t7—vtocs
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPt}SED e NEW CONSTR e Dl L � SIGN Q MClVE 0 DEMpL1SN
—._---- —� _ --- INSTALL _. EP -- . - __. w ._ . ,
PROPOSED U5E Q SFR 0 COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK � FF2AME Q STEEL Q OTHER�— -I
n5 t1_''►l.4s -'�'s31r�S5 �+'+ oW Q'- Y►^`r
DESCRIPiION OF WORK �.C�✓rt 0 ve, i S�r"1 n $GfCP..l�f M �nd �^5��,�� -��M �Q.SS uri�tab
BU1�DiNG SIZE �_ � SQ FOOTACE C-� HEIGHT �!���� � '��'
c.o nc.1'e�-�,
� BUILDING $ �•-�, ��� . p�� VALUATION OF TOTAL CONSTRUCTION
� ELEGi'RICA� � � AMP SERVICE � PROGRESS ENERGY CJ W.R.E.C.
� PL.UM82Nf� � � ��� ,c-
� MEGHANICAL $ VALUATlON OF MECHANlCAL lNSTALLATION ����
V �
Q GAS Q RC70FING 0 SPEC1Al.TY [� OTHER
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA �YES �NO
BUILDER ('}i����r •� � ]�' CQMPANY �-- ��C S ��. Ke�model i Y 1
SIGNA7URE /'�/� � REGISTEREp N FEE CURRENT Y I
Address �S��7 �- tJ a.'�Gr 5 �'ti/G License# L,�C �
ELEGTRIGIAN COMPANY
SIGNATURE REGISTERED Y I N FEE CURRENT Y I N
Address Ltcense# �^ �
PLUMBER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRENT Y/N
Address License# �— _�
MEGHANICA�. COMPANY
SIGNATURE REGISTEREp Y J IV FEE CUi2RENT Y/N
Address License# �— �
QTHER COMPANY
SIGNA7URE REG�STEREt7 Y/ IV FEE CURRENT Y J N
Address License# � �
RESIDENTiAI. Attach(2}Plot PEans;{2)sets of Buiiding Ptans;(1)set of Energy Forms;R-O-W Permit for new canstruckion,
Minimum ten(90}working days affer submiftai dafe. Requfired onsite,Constructian Plans,Stormwa#er Plans w!Siit Fence insfatled,
Sanitary Facllities&1 dumpster;Site Work Permit far subdivisions/large projects
COMMERCtAL Attach{3)sets of Bultding Pians;{1}set of Energy Forms.R-O-W Permit for new constructlon_
Minimum ten(10)working tlays after submittal date. Required onsite,Construction Plans,Stormwa#er Plans w/Sitt Fenee instailed,
Sanitary Facilities&1 dumpster.Site Work Permit far all new projects.All cammercial requirements must meet campliance
SIGN PERlU11T Attach(2}sets af Engineered Plans.
*'""PROPERTY SURVEY required for all NEW construction. .
D�rections;
Fill out applicakion compietely.
Owner&Contractor sign back of applicatio�,notarized
If over$250Q,a Notice of Commencement is required. (AIG upgrades over$5044)
*' Agent(far the contractor)or Power of Attomey(for the awner)would be someone with notarized letter from owner authorizing same
�OVER TFiE COUNTER PERMtTf'IN� (Frant of Appticatton Only} '
� Reroofs"- Sewers Service Upgrades A/C Fences(PIot/SunreylFaokage) " �
Driveways-iVo#over Gounter if an pubtic roadways..needs ROW
-� �
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may kie�more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable de.ed 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 tie•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
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE R�COVERY 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-nof 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. f 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 ins#allations 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,th�job is considered abandoned.
-- WAFtNING _T_O OWNER:_ YOUR FAILURE TO_RECO.RD�4 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.
FLORIDA JURAT(F.S. 7.03) _
OWNER OR AGENT CONTRACTOR
Subscribed and swo to r affi d)before m this Subscribed and swom to(or affirmed)before me this
by ` � o bY
Who is/are erson y nown to me or has/have produced Who Is/are personally known to me or has/have produced
�L� �.j.e�-Li'r2f�Y2_ as identificaBon. as identification.
\ Notary Public Notary Public
�,,,
i;?r:y'A%a, IG
- Com ion N -�� A`— �q�-�--�--�,INE(3(;r; - _ Commission.No. _ __ _ �
;�,: ; = �s,�ion#FF 150422
=:?F.:...•P; ExPires pecemb
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Name of Notary , " '��"�nsuranco6003g5.7019 Name of Notary typed,printed or stamped
(--^,:�, 4897 W.Waters Ave Ste B
SALES COf\lYRACT Tampa,FL33634
Lifestyle Remodeling Office: (813}448-3711
—�"���...----� Production# ��� 2��� Fax: (813)448-3710
www.LifestyleRemodeling.com
Licenseft CGC1518164 �ustomerEmail: f.7o57t�N_M�T@ eo lc pC,com '
NAME - � �
1 G 2 Q 1 � I t7 S�� DATE
/ � Zo t7
ADDRESS DAYTIME PHONE Q yyp�k I�
� �So3 �z�Fc�/'e5� t� Lr3s 531 �`�55
CITY STATE 21P NIN PHONE Q Home
� ✓ , 1\s �l 3��`�Z.. SZ;.�.� Q �e�� •
WORIC T BE RFORMED: Lead Time Quoted: Approx.6 to 18 weeks
Q STUDIO � CATHEDRAL 0 DELUXE SCREENROOM Q UNDER ROOF
Q PERGOLA Q PATIO COVER
Lifestyle Remodeling will obtain ali necessary perm(ts,licenses and approvals.
ROOM IZE: (outsirde measurementJ COMP9SITE ROOF w/GUITER:
�� X 7 D Color�^Y�rr�i�2 Size �v� X Z7 �4" �j(3" Q Existing
TEAR OUT: YES � NO SADDLE BUILD-UP: �YES (� NO
Q Wood �Aluminum Q Block �Other SUNROOM fjOPF: MEMBRANE/SHINGLE�YES � NO
Color. lN�M�•E. Sky lights#
CONCREfE: ELECfRIC:Pacicage to code(Sunroom Only) Q YES (�i'NO
Slab w/footers �YES (�NO Size 220 Volt: � NO �SPA Q A/C
Cap&extend Q YES � NO Size 110 Volt for A/C: �YES Q NO
Cap only 0 YES d NO Size GFI: Q YES Q NO
Footers only Q YES Q NO Size A�R CONDITIONIIV6:
, Extend only �YES (�1 NO Size Split Unit: (� NO 0 YES Q MODEL
Patio slab �YES (.� NO Size InsW II Wall or Portable AC (customer purchase) �YES Q NO
� DoorStoop �YES (,p NO Size
I<NEEWAL'a Style�,r�/ ROOF ATTACHMENT:
i Size c� Color SOw S e Wall Attach �YES� NO Fascia A[tach �YES� NO
DOORS: "CUSTOM-ENGIfVEERED WALL SYSTEM:
Sunroom:�Fuil View#���bl# �SGD# Approximate Wall Height: Q�8'Q 9'Q 30'Q 11'Q 12'
Dead Bolt Lock: YES NO Fan Beams: k 2
TRANSOMS: Install Ceiling Fan(Customer Purchase) �YES �NO
Top: Q YES �,NO Q 8"Q 12" �Other
Bottom: Q YES (� NO Q 16" � Other PAINTING:t0 YES NO(Customer Supplied}�YES QNO
Custom: HOA: 'Qt YES � NO
W1N�OW5: Sliding High Performanee Tempered Safety Glau ORDER SURVEY: �YES Q NO �
Q XO XX�Fixed Pane Q Single Pane �Double Pane FLOOD CERTIFICATE(Customer Provides) Q YES (�NO
SOFf VINYL• �YES�NO ACRYLIC: Q YES�NO �NSTALL EGRE55 WINDOW: �YES � NO
CUSTOMER IS RESPONSIBLE FOR FINISH PLOORING�'�
TINTCOLOR: FIXEDSCREEN: YES � NO
JOB SPECIFIC DEfA1LS: �.�e (�1; fi p�ryy� � �(�},
�' ',c� - t.�;� 1 0� i �,b �, �r� •
t �i" c• 1 ��e tia�aW '�G
C..� ^ '
Wi� � f� �i�� I rJE4 . � �c
� 2- W lM�' 1 � �.��5 '
�I � �, . d �7
( ��.
We propose hereby fumish material&labor complete in a cordance wi a¢o�{e s eci�ications for.the um �j
(Project total includes all applicable discounts,offers and promotions) �-'I'�Y �U�` ln���r�V���� $ �j��p�
Progress Balance to 30%Upon 60%-70% Upon 30% Upon Misc. Initials -'7
Payments CAD's&Permit Sunroom Instalfation items(if applicable) Deposit:$ 5���
Balance n �)I� {�
Amount(s) ��/��y� 2-��"i-12 Balance:$ d�
•Lifesryle Remodeling is ot r sponstbie lor: •Existfng structure:electrical is not
Terms: Cash *Credit Credit Card Plumbtng,itoaring,sprink ,low-vottage induded,unless specifled.
Interest rate and term are wholly dependent on beacon score& 'Ntring(ie.wble,phone,alarm,smoke alarm), •Conaete wo�k is not guaranteed
Landscaping,air condition dutls. against cracking.
credi[history. Interest rates&payment will be within quoted i.The Owner agrees to pravide all 4.Cusromer agrees that if lifestyle
rates below: q of months info�mation and documentation requested hy Remodefing meeu all terms of Sales
Approx.Payment will be between and the contractar or lender in a tknely manner. Contract and customer wncels Sales
Approx.Interest Rate between %and % 2.It is undentood that tf lJfestyle Remodeiing Cantncc post 3-day recession
does not accept this rontrec4 the cvsromer period,Customer will pay 25%of the
fnitial initial wili be notified tn wr7ting as to the reason. Sales Contract amaun[as damages
3.No verbal ayreements recognlzed. plus any additianal ex enses.
•It custamer reJeas credit terms Iisted above,this Contract will revert to a 5.Lead time quoted is an,estimate onty.Lifesryle Remodelings failure to mmplete
binding cash transa .•The contractors obligation is satisfled when an the project within lead time quated ts nat a breach of any Sales Contract terms.
"Agreement to an"i obtai�ed from a Iender It is expressly understood that 6&7.Clause See Bade of CnntracL Buyer maymntel tMs tronsactfan ot arry ttme
thls contract not c tinaent on,or canditioned by the[erms and rates o(the p�or to mldn(ght of the third buslrtess day oJter the date ajvansactlon.See the
"agreeme taloa , ortheowner'saccep[ancethereof. IYofkeafConcellatlononreversesldeJoranexplanatlortoftlrisdght
Exe d i duplicate,a copy delivered to and receipt is ocknowledged by Buyer on ' 20� �
Age Lifestyle Remodeling uyer
Buve
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�2cpt:1836665 Rec: 10.00
DS: 0.00 IT: 0.00
02/09/2017 K. A. , Dpty Clerk
'AULA S 0'NEIL,Ph.D PqSCO CLERK & COMPTROLLER l
02/09/2017 03:36 m 1 of 1
Y"vs'�'bfl OR BK �4�� P� 25�3 I
Pertnit No. Parcel ID No� '�2����^ 0�„70"` �� "���
NOTICE OF COMMENCEMENT ,-
State of ��O ri d 0. County of �I�S C D
THE UNDERSIGNED hereby gives no6ce that improvement will be made to certain real property,and in accordance with Chapter 7'13,Florida Statu[es,
the foilowing infortnation is provided in this Notice of Commencement
1. Description of Property: Paroel Identification No._O?- Zri �Z/ —b E 3b � �OCC�� ��d�
StreetAddress: �O I�3 �akG�tQ� � �,..1" 4u.� � Z�GO� ��rt����5 ��. TJ35NZ
2. General Description of Impravement ��iNONG G1f J f '�.O SG��A/�/Y! n�}� tir�S�'a11
r bi � ' t� o ' ee�c��-k
.V3. Oxmerinformatiorr. ��Lh��� �.� �r � SZGC.v<��r•e � S��sY'� •
l�.S�3 ozkc�-�e�E �.� Z�ph...,��.���s -�� 335tl,�
Addmss _ City State •
Intemst in Property:
Name of Fee Simple Titleholder.
(If other than awner)
4. Contractor �'{�<STN�G ICC�O�IGIl�Q City State
�(8 4 7 %�ia,cz-��e f .t vc_ 't".au��,c �[
Address p ,q City State
Contractors Telephone No.. d�J-wY 8-3?t(
5. Surety:
Name
Address City State
Amount of Bond: $ Telephone No..
6. Lender.
Name .
Address City State �
Lenders Telephone No..
_ 7 Persons wiihin the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Shatutes:
Name
� Address , City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of_
' to�receive a copy ofthe Lienor's Nofice as provided in Secfion 713.13(1)(b),Florida Statutes.
Telephone Number of;Person or Entiry Designated by Owner
9. Expira6on date of Notice of Commencement is one year finm 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 '� o
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT v � o �
O � N � .
SFATE OF FLORIDA , " ' T
COUNTY OF PASCO
� i �--C �� � zooNa
V Signature ofbuvner or Owners Authorized Officer/DirectodPartnedManager � m � � Z
� n a �
�y � ` �
Signator�s TiBe/Office u`�', �, x�
� T/y /� m — .� W �
The foregoing insWment was acknowledged before me this�day of.Ti��,20[�by /�'t��-�Ru L G- ry STo N Q� ; E �
as S��� (type of authority,e.g.,officer,trustee,attamey in fact)for � �` E o �
p � v v
S'G L� (nam,�e/of�p�arty on behalf of whom inshument was executed). a t� �„ �
JI�Y ��C C2 � � �
Personally Known OR Produced Identifica6on Nohary Signature • �� ,,,�������„���''
Type of Identlfica6on Prnd��D�P13S-Sy7•Yf-37/-o Name(Print) ��/L [3EL� lY�CA�✓N �• '� � �.:
:a
VerificaGon pursuant to Section 92.525,Florida Stafu[es. Under penal6es of perjury,1 declare that I have read the foregoing and that the facts stated in ,� o:
.r � 1��
it are true to the best of my knowledge and belief '.oti �`
'-�+�1r1 `�-Q �:-�! �
��n`�•
Signature of Natural Person Signing Above i
•J
, , .�;.
�,����° ��
e��; � ��'� 5T/�TE AF FLORIDA,C�UNTY OF P,4SC0
� r " � THlS IS T0�CERTIFY THAT THE FOREGOING IS A
� m � � TRUE AND CORP.ECT COPY OF THE DOCUMENT
mGO��'eTrr�yy � � ON FILE OR OF PUSLIC RECORD IN THIS OFFICE
�' • �,�k WITN SS MY HAND FFICIAL SEALTHIS
� ' .
� . � DAY OF Z ��1
d��T •a� PAU S.O'NEIL,CL RK&COfVIPTROLLER
b � �° � �,�% DEPUTY CLERK
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
` , .
Contractor/Homeowner: �- .�� �' /� ,��%�IOG'�'�/ ,
Date Received: 7� 1 c3��7�
�
Site: � �� �
C ), r'�P���)GCL , �c')�
� 1 � �!
Permit Type: C����i(.�i,'t�GGt,� ��C,�')G� ���i'1 ,�� �'"i`���� �S'�
�'-��'�'] � �S`%��
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the pernut and/or plans.
' ,� ����
Kalvi � e — �ans Examiner Dat� Contractor and/or Homeowner
(Required when comments are present) �
Flor;c�a Bui,lding Code Online � Page 1 of 2
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BCIS Home � Log In ( User Registration I Hot Topics i Submit Surcharge Stats&Facts i Publications i FBC Staff f 8Q5 Site Map Links t •Search�;
��0(Idc3
r� °�' Product Approval
�f�'. � (��USER:Public User
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Product Aooroval Menu>Product or Ao�lication Search>��ation Li >Appliwtion Detail
,'^� at,Z�*�:�,
�.d�°:'�1,��„r' FL# FL163-R6
�.v!3L�i+� _
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived i_i
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
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 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
t✓1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Fiorida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurence Contrect Expiration Date 02/Z3/2025
Validated By Steven M. Urich,PE
. i�; Validation Checklist-Hardcopy Received
Certificate of Independence FL163 R6 COI EvalRep CWS-466D(SH-35001.�df
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/101/IS2/A440-OS 2005
ASTM E 1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU1 j3NOXQjw... 2/7/2017
Florida Building Code Online � � Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 02/Z3/2015
Date Validated 02/24/2015
Date Pending FBC Approval 03/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
163.1 3500 Single Hung 3500 Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL163 R6 II CWS-466D(SH-3500).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:3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 FL163 R6 AE EvalReo CWS-466D(SH-3500)odf
Single Hung Oriel H-C35 56"x 91". Created by Independent Third Party: Yes
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Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida. Privacv Statement Accessibilitv Statement :Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a.public-records request,do not send
electronic mail to[his entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida S[atutes,effective October 1,2012,licensees 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 official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the DeOartment 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 ApprovalAccepts:
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http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3NOXQjw... 2/7/2017
1
SINGLE HUNG ELEVATION (NON-IMPACTI GENERALNOTES:
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND ��•
WINDOW SYSTEPNS
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE �900 SW 44TH AVE.
(FBC),CURRENT EDITION. OCALA,FLORIDA 34474
' WWW.CWS.CC
571/4^MAx.OVERALL 2.GLAZING OPTIONS:(SEE SHEET 2)
571/4°MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X"
FLANGE WIDTH 56"MAX.UNIT WIDTH 3500 ALUM.
56^MAX.UNIT WIDTH 53 1/e"GtASS DLO 4.DESIGN PRESSURE RATING(SEE SHEETS 3-5): SINGLE HUNG
53 1/8"GLASS DLo A D -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND NON-IMPACT
GLASS TABLES ASTM E-1300-04
� ip �� -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES �n co a .-
92�4 gZ��� ASTM E-1300-04 i� � ,n a F
MAX.
OVERALL OVERALL E 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN o 0 0 � o
FLANGE FLANGE it USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 10-12 FOR
HEIGHT
HEIGHT g INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1 w m
585�16• O 10 WAS USED FOR WOOD ANCHOR CALCULATIONS.
42 3/4" N �n �
M� pLpss y�• GLASS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE m � ¢ � O
UNIT UNT DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL a = m v�
�n c V o
HEIGHT HEIGHT 7 ALL FRAMES SCREWED TOGETHER.SMALLJOINT SEAM SEALANT � y o � p �
USED AT ALL FRAME JOINTS. O = o o F
a_
8.SERIES/MODEL DESIGNATION SH-3500. Q � � Q U
�
9.THE_DESIGNATION X AND O STAND FOR THE FOLLOWING: a � o a o
MA�x� x as is^ X=OPERABLE SASH,O=FIXED SASH. ❑ � m ¢ O
2a va��
HEIGHT GLASS SASH Gu1ss 10.ORIEL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF ���� urr� z
DLO H E I G H T DLO F O R D E S I G N P R E S S U R E S O F V A R I O U S S I Z E S B A S E D O N p����P N�R��'�'T���i
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER `•`Q9;•�G E�ys•.G.Q'�
---- TOSHEETSS&9. �JV;'� F •.��L
-------- _ _ ��. rvo 58201 :1��
C F � 11 EQUAL UNITS AS SHOWN UP TO 56"x 91"ARE RATED±35 PSF �*: ;*_
i 1t i 'GLASS DLO 70 �t FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON �.a: # :�=
QUALIFIED GLASS TYPES,SEE COMPARATIVE ANALYSIS.REFER '9'; STATE OF :�u:
1 1�i/1E GI.ASS DLO TO SHEETS 3,4&8. 'O: �u�
ORIEL EQUAL SPLIT 12.SECTION CALLOUTS FROM ELEVATIONS APPLYTO ALL +'��+�`SS��R 1 EC�a��`,
SEE NOTE 10 SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. ��h���A11�����
��
Lucas A.Turner 2/23/2015
2015-02-23 LUCAS A.TURNER,P.E.
16.14-05:00 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS. 1 DRAWN BN DATE:
GLAZING DETAILS. 2 ADE 03/16/09
DP CHARTS. .3-5
' I N VIEWS&ALT FRAME. .6
OWGtt: REV.•
EXTRUSIONS&B.O.M. 7 CWS-466 D
ANCHOR SCHEDU�E&NOTES. .8-9 SCAIE:
INSTALLATION DETAIL. 10-11 SHEET
1:25 1 OF 11
I �,
�{ �7/e"ANNEALED �{ �1/8"TEMPEFED --{ �3/16'ANNEALED �{ �3/76"TEMPERED WINI��•�
I I I I 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3
PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H'
g�TREMGLAZE 5500 g TREMGLAZE 5500 g�TREMGLAZE 5500 g�TREMGLAZE S500 3500 ALUM.
SINGLE HUNG
NON-IMPACT
]L�GLASS BITE _1/?"GLASS BITE ][2,=GLASS BITE �GLASS BITE
IA M N .-
(D ('� i(1 (� W
a � aaa
000 .- o
8 8 8 B � }
W m
V ~ ~ V O
¢
m � = m �
in c U o
�
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D o o w p O �
r d
w � W w �
¢ � ¢ �
5/8"OVERALL 5/8"OVERALL 5/8"OVERALL a ? O � �
5/8"OVERALL
1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED ❑ U m Q O
. 3/16"TEMPERED Z
• 3!8"AN EA ED 3/8"TEMPERED 3/16"AA NEALED 1/4"AIRSPACE ,`�����PNDRE4y�T�����
3/16"TEMPERED �GP��\CE�SF•�'Qq�.�
INSTAGLAZE3 .�;� Na 58201 •'��!
� INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 PURFECT GLAZE"H' :*; ;,y��
PURFECT GLAZE"H' PURFECT GLAZE"H' PURFECT GLAZE"H' � *
67 TREMGLAZE 5500 6 TREMGLAZE S500 6 TREMGLAZE 5500 6 TREMGLAZE 5500 ^ro: :�`
:9�� STATE OF ;W:
�0�. .A, P . �u
•2:
1/2"GLASS BITE 1/2"GLASS BITE 1/2"GLASS BITE I�'��'•('0'��A�' ,,G\��`
� 1/2"GLASS BITE ��i s/ E����
��4rnn�����
��
2/23/2015
LUCAS A.TURNER,P.E.
FL PE ik 58201
8 1239 JABARA AVE.
8 8 NORTH PORT,FL 34288
8
PH.941-380-1574
SHEET OESCRIPTION:
GLASS TYPE E GLASS TYPE F GLASS TYPE G GLASS TYPE H GLAZING DETAIL
DRAWN BV� DATE:
ADE 03/16/09
• DWG#' REV:
CWS-466 D
scn�e: SHEET
�'� 2 OF 11
DP CHART:EQUAL SPLIT W/CLI PS r���o�����
DESIGN PRESSURES FOR EDUAL SPLITCONFIGUFATION WfTH ANCHOF CLIPS(SEE NOTE 2) �T][].(����Va1/d
V�n.rovL�V p�ll`7/
WIPdDOW SYSTEhYS I�_�/I
Overall Flange Unit Overall Flange Wid[h z4•750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.725 57.250 1900 SW 44TH AVE.
Height Height UnitWidth 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51,875 56.000 OCALA,FLORIDA34474
20.750 27.500 GlassTypeA +50.0/-70_0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/_70.0 +50.0/-69.1 +50.0/-64.6 WWW.CWS.CC
GlassT eB,C,D,E,F,G,H +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/ao.o +so.o/-�o.o +50.0/-69.1 +so.o/-sa.6 FIGURE 3.1 (SEE NOTE 2)
32.750 31.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 �50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 EXAMPLE36"X62"THRUFRAMEIfHRUCLIPCOMBINATION
GlassTypeB,C,D,E,F,G,H t50.0/-70.0 t50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 t50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 3500 ALUM.
36.750 35.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 t50.0/-53.5 +50.0/-50.1 +48.4/-48.4 LEFTJAMB: USINGINSTALLATIONCLIPANCHORS SINGLEHUNG
GlassTypee,C,D,E,F,G,H +50.0/-70.0 t50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 «50.0/-50.1 *48.4/-48.4 RIGHTJAMB: ANCHORSTHRUFRAME NON-IMPACT
38.375 37725 GlassTypeA t50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/_50.2 +46.8/-46.8 +44.8/-44.8
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 HEAD: ANCHORSTHRUFRAME
GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40.7/-40.7 SILL. USINGINSTALLATIONCLIPANCHORS � M N �
40.750 39.500 - -- - - � � �
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +5�.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47,3/-47.3 +42,9/-42,9 +40,7/-40,7 �n c� �n a W
GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/_47_2 +q4.0/-44.0 f39.8/-39.8 +36.9/-36.9 c� m c� o ¢
44750 a3.saa _ . _ _ . 6"MAX. »-�- 18"MAX.O.C. o 0 0 .- ❑
GlassT eB,C,D,E,F,G,H +50.0/-70.0 +50.0/-�0.0 +50.0/-66.9 t50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 I Y
48.750 q7,gpp GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 t44.0/-44.0 f38.9/-38.9 t35.2/-35.2 �_ _� g }
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 6"MAX. 6°MAX. W m
GlassT eA �50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-69.3 .43.9/-43.9 r38.8/•38.8 +35.1/-35.1 -f- � � � z
50.625 49.375 YP
61assTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 a43.9/-43.9 +38.8/-38.8 +35.1/-35.1 8"MAX.O.C. m � Q m �
52.750 57.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 L 18"MAX.O.C. � � U o �
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 N y o N Z W
GlassTypeA +50,0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 � O ❑ O �
56.750 55.500 f- o w � �" ¢
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 .50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 ❑ � r ❑ d
GlassTypeA +50.0/-70_0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-353 � W � �
fi0.750 59.500 - - .. a o ¢ ¢ U
GlassTy eB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 W7.5/-47.5 t42.8/-42.8 +38.7/-38.7 +353/-35.3 � � ¢ o �
GlassT eA +50.0/-70.0 +50.0/-6/.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +q6.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 � � � � �
63.000 61.750 YP
GlassTypeB,C,D,E,F,G,H +50.0/-J0.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 M9.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 0 U m ¢ O
GlassT eA +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 M0.0/-40.0 +374/-374 +34.7/-34.7 Z
66.750 65.500 YP . _
� GlassTypeB,C,D,E,F,G,H +50.0/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 M5.7/-45.7 +42.7/-42.7 M0.0/-40.0 +374/-374 +34.7/-34.7 `,,�����R�w/i���,
68.750 67.500 GlassTypeA +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 M7.1/-47.1 +q4.0/-44.0 +41.1/-41.1 +38.5/-39.5 +36.1/-36.1 +34.0/-34.0 `��5 P.••••-• T(��i�
GlassTypeB,C,D,E,F,G,H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +36.1/-36.1 +34.0/-34.0 +JV?:'���ErySF':��7,���
72.750 7�,Spp GlassTypeA +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47,1/-47.1 +44.0/-44.0 Ml.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 ��: IVo 582�1 :�r
. GlassTypeB,C,D,E,F,G,H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 M7.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 �*� * �,*�
76.000 74.750 GlassTypeA +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 M7.1/-47.1 M3.5/-43.5 t-00.1/-40.1 +37.4/-37.4 +34.2/-34,2 +31.6/-31.6 ------- �ro: ��.=
GlassTypeB,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 M3.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 ���, STATE OF :�+'
GlassTypeA +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 M7.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/32.1 +30.1/-30.1 6"MAX. 18"MAX.O.C. ��0�. F �U:
80.750 79.500 ; �O ��:�_`�
GlassTypeB,C,D,E,F,G,H +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 M1.2/-41.2 +38.1/-38.1 *35.5/-35.5 +32.1/-32.1 +30.1/-30.1 i���'• A�• G�
84.750 83.500 GlassTypeA +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +q4.2/-44.2 M2.q/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 ���SS��NA�����,`
GlassTpeB,C,D,E,F,G,H +50.0/-51.4 M9.0/-49.0 +47,1/-47.1 +44.2/-44.2 M2.4/•42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +30.0/-30.0
88.750 g�,spp GlassTypeA M8.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +35.1/-38.1 +35.2/-35.2 +32.1/-32.1 +79,5/-29.5 +27.6/-27.6 z�
GlassTypeB,C,D,E,F,G,H +-08.2/-48.2 +45.8/-45.8 r43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.0/-30.0 y23/2015
92.250 g�,pop GlassTypeA W5.7/-45.7 M3.4/-43.4 +q1.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6
GlassTypeB,C,D,E,F,G,H M5.7/-45.7 +43.4/-43.4 M1.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +30.0/30.0 +30.0/-30.0 LUCASA.TURNER,P.E.
FL PE/t 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CLIPS
DRAWNBY' DATE:
NOTES: ADE 03/16/09
OWG#: REV.
. 1 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE.
CWS-466 D
2.THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING(I.E.,THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING). scn�e: SHEET
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION. �'1 3 OF 11
DR CHART:EQUAL SPLIT /� ��
DESIGN PRESSURES FOR�EQUAL SPLR CONFIGURATION. L1MfTED BY GLASS AND TESTED PRESSURE LIMITATIONS f! lf/]_(���J/}{]'VeT/d
VixyavCKlvuucr p/��•Jj
WINDOW SYSTEMS I��/I
Ove211 Flange Unit Overall Flange Width 24•750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height UnitWidth 23.500 25.500 27.500 31.50D 35.750 39.500 43.500 47.500 57.875 56.000 OCALA,FLORIDA34474
GlassT ea +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o +so.o/-�o.o wwW.Cws.CC
28.750 27.500 �P
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-7D.0 +50.0/-70.0 +50.0/-70.0
32.750 31.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +5p,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.2 +50.0/-66.1 +50.0/-62.9 t50.0/-61.3 3500 ALUM.
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-7D.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9
36.750 35.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 *50.0/-70.0 +50.0/-69.9 +50.0/-fi1.9 +50.0/-57.0 +50.0/-53.5 t50.0/-50.1 t48.4/-48.4 SIMGLE HUNG
GlassT e B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/•70.0 t50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.3 NON-IMPACT
GlassT eA +50.0/-70.0 +50.0/-70.0 +50.0/-70_0 +50.0/-70.0 +50.0/-68.1 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/_46.8 +44_8/-44,8
38.375 37.125 -- YP- -
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-61.1
GlassTypeA +50.0/-70.0 +50.0/-70.0 +5p.0/-70_0 +50.0/-70_0 +50.0/-66.4 +50.0/-58.0 +50.0/-51.5 +47,3/-47.3 +42.9/-42.9 +40.7/-40.7 � � � �
40.750 39.500 -� - .. _ ._ _ _ __ co i+� in c� LLI
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-58.1
GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.7 +50.0/-56.7 +49.9/-49,9 +44,5/-44.5 +39.8/-39.8 +36.9/-36.9 N m a o ¢
44.750 43.500 0 0 0 ❑
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/•59.4 +50.0/-54.0 Y
48.750 47.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-63.2 +50.0/-56.0 +49.4/-49,4 +44,0/-44.0 +38.9/-38.9 +35.2/-35.2 � Y
W m
GlassType B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.6 +50.0/-55.7 +50.0/-50.5 �
50.625 49.375 GlassTypeA +50.0/-70.0 +50.0/-70.0 *50.0/-70.0 +50.0/-70.0 +50.0/-62.5 +50.0/-55.6 +49_3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 �' F Z
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.8 +50.0/-61.0 +50.0/-54.3 +49.1/-49.1 LL � q m �
52.750 51.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.5 +50.0/-55.2 W9.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 in o U o �
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.1 +50.0/-59.4 +50.0/-52.7 +47.7/-47.7 N � p N � W
56.750 55.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-674 +50.0/-59.6 +50.0/-53.9 +q8.4/-48.4 W3.7/-43.7 t38.9/-38.9 +35.4/-35.4 � o � � F �
� � a
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.4 +50.0/-56.7 +50.0/-50.2 +45.3/-45.3 w � U w �
60.750 59.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70_0 +50.0/-63.7 +50.0/-573 +50.0/-51.7 +47.5/-47.5 W2.8/-42.8 +38.7/-38.7 +353/-35.3 Q � ¢ Q U
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.2 +50.0/-54.6 +48.1/-48.1 +43.3/-43.3 a o O a w
7 � U 7 �
63.000 61.750 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.0/-50.7 +46.4/-46.4 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2
GIasSTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 *50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-61.1 +50.0/-53.5 +47.1/-47.1 +42.3/-42.3 � U m ¢ O
Z
- GlassTypeA +50.0/-70.0 +50.0/_68.9 +50.0/-65.4 +50.0/-59_1 +50.0/-52.5 +48.8/-48.8 +44.5/-44.5 +41.0/-41.0 +374/-374 +34.7/-34.7 `t�����������
66750 65.500 - - - - _
• GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.7 +50.0/-67.6 +50.0/-67.6 +50.0/-59.6 +50.0/-51.9 *45.5/-45.5 +40,8/-40.8 `�.�`��NORE4y T��,�
GlassT eA +50.0/-69.0 +50.0/-66.4 +50.0/-63_5 +50.0/-57.6 +50.0/-51.6 M7_6/-47.6 +43.5/-43.5 +40.2/-40.2 +36.8/-36.8 +34.1/-34.1 �� 5 L ��
68.750 67.500 YP . ;Gp�;��GE7JS�•.�Q'�.:
GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50,0/-67.7 +50.0/-65.9 +50.0/-63.9 +50.0/-63.6 +50.0/-63.6 +50.0/-58.9 +50.0/-51.2 +qy.8/-q4.8 +4D.1/-40.1
Glass7 eA +50.0/-64.0 +50.0/-61.8 +50.0/-59.9 +50.0/-54.6 +49.5/-49.5 +45.3/-45.3 +41.5/-41.5 +38.6/-38.6 +35.5/-35.5 +32.8/-32.8 ���� No 582p1 ,•'�73�
. 72.750 71.500 YP
GlassTypeB,C,D,E,F,G,H +50.0/-&1.2 +50.0/-61.8 +50.0/-59.9 +50.0/-57.5 +50.0/-56.7 +50.0/-56.7 +50.0/-56.7 +50.0/-50.0 +43.6/-43.6 +38.8/-38.8 "F: * '*�
76.000 74.750 GlassTypeA _ +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-52.5 +47.6/-47.6 +43.5/-43.5 +40.1/-40.1 +374/-374 +34.2/-34.2 +31.6/-31.6 ^'9= ;��
GlassTypeB,C,D,E,F,G,H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-53.2 +50.0/-52.0 +50.0/-51.9 +50.0/-51.9 +49.2/-49.2 +42.7/-42.7 +38.0/-38.0 «'33', STATE OF . 1U+'
�0�..� �4rJ
80.750 79.SOOGIassTypeA +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47_9 +45.0/-45.0 M1.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 ��FS•�OR1����=��
GlassTypeq C,D,E,F,G,H +50.0/51.4 M9.0/-49.0 +47.1/-4�7.1 +44.2/-4h.2 +42.4/42.4 39.6/-39.6 +366/-36.6 33.7/33.7 +30.7/-30.7 +28.8/-28.8 '����S���A j����,`
84.750 83.500 - -
GlassTyeB,C,D,E,F,G,H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 M1.7/-41.7 +41.6/-41.6 +41.6/-41.6 +40.9/-40.9 +36.1/-36.1 y�
88.750 87.500 GlassTypeA +48.2/-48.2 M5.8/-45.8 +43.9/-43.9 MLl/-41.1 +39.2/-39.2 +3&1/-38.1 +35.2/_35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6 �
GlassTypeB,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 W3.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.2/-38.2 +37.9/-37.9 +37.9/-37.9 +37.9/-37.9 +35.5/-35.5 2/23/2015
92.25� 91.00OGIassTypeA +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28,4/-28,4 +26.6/-26.6 LUCASA.TURNER,P.E.
GlassType B,C,D,E,F,G,H +45.7/-45.7 M3.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +35.1/-35.1 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEE7 DESCRIPTION:
COMPARATIVE ANALYSIS
-EQUAL SPLIT
DRAWNBY' DATE:
NOTES: ADE 03/16/09
, DWG#: REV:
7 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
scn�e: SHEET
2.IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS,DP IS LIMITED TO+30/-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875" �'1 4 OF 11
DP CHART C:ORIEL ��ff m1 ���
DESIGN PRESSURES FOR ORIEL CONFIGURATION.LIMfTED BY GLASS AND TESTING DESIGN LIMRATIONS �j/n.\`���VeVd
vwoY�y�wi fl lll`�1,1
WIN�W SYSTEhiS li�/I
Overall Flg Unit Sash Overall Flange Width 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 1900 SW 44TH AVE.
Height Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 OCALA,FLORIDA 34474
28.750 27.500 12.000
GlassASaSh,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0 WWW.CWS.CC
GlassType 8,C,D,E,F,G,H +5p.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0
32.750 31.500 ip,ppp GIa55ASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.3+50.0/-67.6 3500 ALUM.
Glass7ype B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50,0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.9
36.750 35.500 �Z,p62 GlassASash,GlassE Fixed +50.0/•70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-fi4.8+50.0/-60.4+50.0/-57.2+50.0/-53.6+50.0/-52.1 SINGLE HUNG
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+5p.0/-70.0+50.0/-70.0 t50.0/-70.0+50.0/-69.4+50.0/-63.2 NON-IMPACT
38.375 37125 12.625 GlassA Sash,Glass E Fixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-69.7+50.0/-61.6+50.0/-56.6+50.0/-53.0+49.7/-49.7+48.0/-48.0
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.8+50.0/-60.8
GlassASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-67.3+50.0/-59.0+50.0/-52.8+48.9/-48.9+45.1/-45.1+42.8/-42.8 � � N �
40.750 39.500 73.438 in � it� a w
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0 t50.0/-69.3+50.0/-61.3+50.0/-56.6
GlassASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-65.3+50.0/-57.0+50.0/-50.3 i45.2/-45.2+40.5/-40.5+37.9/-37.9 a m a o ¢
44.750 43.500 14.812 0 0 0 ❑
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+5p,0/-70.0+50.0/-70.0+50.0/-65.1+50.0/-58.0+50.0/-52.6 Y
48.750 47.500 16.125 GlassASash,Glass EFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.8+50.0/-56.3+49.6/-49.6+44.0/-44.0+39.1/-39.1+35.4/-35.4 � >
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.4+50.0/-62.0+50.0/-55.7+50.0/-50.5 W m
GlassASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.1+50,0/-55.9+49.4/-49.4+43.9/-43.9+38.8/-38.8 f35.1/-35.1 �
50.625 49.375 16.812 - - - - - -- - - - - � f- O
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-66.1+50.0/-60.9+50.0/-54.3+49.1/-49.1 m � Q m
52.750 51.500 �7,Spp GlassASash,GlassEFized +50.0/-70:0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-62.2+50.0/-55.5+49.3/-49.3+43.9/-43.9+38.9/38.9+35.0/-35.0 �n `o c,=j o �
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50,0/-70.0+50.0/-63.7+50.0/-59.4+50.0/-52.7+47.7/-47.7 N � p N � W
56.750 55.500 18.875 GlassASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.8+50.0/-60.3+50,0/-54.6+48.7/-48.7+43.8/-43.8+39.0/-39.0+35.3/•35.3 � o w � � �
GlassType B,C,D,E,F,G,H +5p.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-70.0+50.0/-68.2+5p.0/-63.7+50.0/-60.2+50.0/-55.8+�50.0/-50.2+45.3/-45.3 a
s f.
w ��` v w �
60.750 59.W0 20.250 GlassASash,GlassEFixed +50.0/-70.0+50.0/-70.0+50.0/-67.7+50.0/-62.8+50.0/-58.3+50.0/-52.4+47.9/-47.9+43.2/-43.2+38.8/-38.8+35.4/-35.4 Q o ¢ Q U
GlassType B,C,D,E,F,G,H +50.0/-70.0+50.0/-70.0+50.0/-67.7+50.0/-62.8+50.0/-59.3+50.0/-573+50.0/-55.9+50.0/-52.6+48.1/-48.1+433/-43.3 a o p a w
GlassASash,Glass EFixed +50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-51.3+47.2/-47.2+42.5/-42.5+38.7/-35.7+35.2/-35.2 � ' V = O
63.000 61.750 21.000 -
GlassType B,C,D,E,F,G,H i50.0/-70.0+50.0/-66.6+50.0/-63.5+50.0/-58.7+50.0/-55.1+50.0/-53.0+50.0/-51.6+50.0/-50.7+45.8/-45.8+42.3/-42.3 ❑ U m < O
Z
GlassASash,GlassEFixed +50.0/_64.1+50.0/-60.5+50.0/-57.5+50.0/-52.5+493/-49.3 W7.1/-47.1 MS.S/-45.5+42.4/-q2.4+38.6/-38.6+35.2/-35_2
, 66.750 �.�0 ��� GlassType B,C,D,E,F,G,H +50.0/-64.1+50.0/-60.5+50.0/-57.5+50.0/-52.8 M9.3/-49.3+47.1/-47.1+45.5/-45.5+q4.5/-44.5+43.8/-43.8+40.0/-40.0 ����`NDRE�r�����
GlassASash,GlassEFixed +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+38.6/-38.fi+35.2/-35.2 .`��5 P•""" TL�i'.
se.75o s7.sao z253a `JGp...��GENSF•;�Q'�:
GlassType B,C,D,E,F,G,H +50.0/-61.1+50.0/-57.6+50.0/-54.7+50.0/-50.2+46.7/-46.7+44.5/-44.5+42.8/-42.8+41.7/-41.7+41.0/-41.0+39.4/-39.4 �
GlassASash,GlassEFixed +50.0/-53.5+50.0/-S1.1M9.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+383/-38.3+37.0/-37.0+36.1/-36.1+35.2/-35.2 :�; N� 58201 ���
72.750 71.500 24.313 - - - . � �
• GlassType B,C,D,E,F,G,H +50.0/-53.5+50.0/-51.1 M9.1/-49.1+45.6/-45.6+42.2/-42.2+40.0/-40.0+38.3/-38.3+37.0/-37.0+36.1/-36.1+35.6/-35.6 �*: * ':*_
76.000 74.750 ps,q3g GlassASash,Glass EFixed +48,1/-48.1+45.7/-45.7+43.8/-43.8+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37.7+36.4/-36.4+35.5/-35.5+35.0/-35.0 '^'9= �tt�
GlassTypeB,C,D,E,F,G,H +q8.1/-48.1+45.7/-45.7W3.8/-43.8+41.0/-41.0+39.1/-39.1+38.1/-38.1+37.7/-37.7+36.4/-36.4+35.5/-35.5+35.0/-35.0 %"SS'. STATEOF :�t7:
�0�...�, �U:
GlassASash,Glass EFixed +37.1/-37.1+36.1/-36.1+35.4/35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 % �••. O p l , ��
80.750 79.500 27.000 -- - - -� - - ---- � OF'��:
GlassType B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 i�S ' . ' G��
84.750 83.500 28.375 GlassASash,Glass EFixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 ���iS���A;����,
GlassTy e B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0
88.750 87.500 29.750 GlassASash,GlassEFixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 r�
GlassType B,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 2123/2015
92.250 91.000 30.938 GlassASash,Glass EFixed +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 LUCAS A.TURNER,P.E.
GlassType 8,C,D,E,F,G,H +37.1/-37.1+36.1/-36.1+35.4/-35.4+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0+35.0/-35.0 FL PE#58201
1239 JABARA AVE.
NORTH POFT,FL 34288
PH.941-380-1574
SHEET DESCRIP710N:
COMPARATIVE ANALYSIS
-ORIEL
DRAWN BY� OATE:
NOTES: ADE 03/16/09
DWG#: REV.'
" 1 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. CWS-466 D
sca�e: SHEET
2.IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9,DP IS LIMITED TO+30/-30 PSF 1'1 5 OF 11
�
������ �
winsoc>w svsrEr�s
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.GWS.GC
a 9 6
9 6 24 35Q0 A�UM.
SINGLE HUNG
s� ,5 13 � � 12 NON-IMPACT
� �
zo
10 �n co c� �
a I� �i � 3 37 6 0 0 0 � �
I� II � 56 60 6 20 4
p Y
I� II II W �]
EXTERIOR
�
U � ~ U ?`�
m � q m O
20 Np7E.LEFf SIpE SHOWS FIXED SECTIqN VIEW, v� $
RIGNT SlDE SNOWS SASN SECTION VIEW � ; � a Z �
47 O a p O � �
H o w � a
H
W � U w p�
18 1 ¢ 0 2W' ¢ U
EXTERIOR '` Q a a o a o
6 �
58 O U m a O
• g� �jtt��riuti�
� ,`������r,1DREyy T��i�i
3 48 �`q-'7:�G E 7V,�y+� L�¢�i„
:� ��' ��`-�'«
�v: Rto 5$fiQ1 :fi?�%'
`' �ir; * ;*'M'f
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8 �i�c� •�OAI�;?'��_�`
s �$ ',��s�++�MA�tii+'�,,`
s 21 z�
�a 2/23l2015
gi LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
5� �� � NORTH P4FtT,F�34288
s4 PN.941-380-t574
p 2 SHEET DESCRIPTION;
A�T,FIN FRARnE SECTI4N VIEWS-
ALTERNATE FIN FRAME
DRAWN BN DATE:
aaE osl�slos
OWG#: REV.�
CWS-466 D
NOTE:ETEMS 21,14,23,2632,34,35,42,43-4&,59,83,65,68 ARE USED BUT N4T SHOWN FQ(�G(ARITY sca�e: SHEET
1.2 6 OF 11
Item Part# Description Vendor Material FRAME CORNER /� ���------���v���,
1 5-1326 Fr Head,Flg.Head Keymark Aluminum Z��16„ CONSTRUCTION �r»rtyfr�m�•l/.,(/,(
2 5-1182 Fr Sill,Flg.,Sill Keymark Aluminum �21/16" ��av�l�U� f�/-11"�3i
3 S-1077 Fr.Jamb,Flg.,L.Jb. Keymark Aluminum � ���16 ���z.� WINDOW SYSTEPIS Il��
4 5-1077 Fr.Jamb,Flg.,R.Jb. Keymark Alumi�um �- 190o SW 44TH AVE.
5 H-1563 Fxd.Mtg.Rail Keymark Aluminum ��is" OCALA,FLORIDA 34474
7 H-1072 Sash Meet.Rail Keymark Aluminum >>3/16" 27�16 WWNI.CWS.CC
8 H-1181 Sash Bot.lPull Rail Keymark Aluminum � 2 V�6'
9 S-1073 Sash Sideliop Rail Keymark Aluminum 68 I 8 3500 ALUM.
10 S-1074 Scrn.Adapt.,w/o leg,Vert. Keymark Aluminum �'"''"6" --��,�,s�• �_ SINGLE HUNG
11 S-1465 Install Clip Keymark Aluminum FLANGE HEAD S-1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181
12 P-3340 Balance Caldwell SASH CORNER NON-IMPACT
13 P-3040 Sash Cam M&M 2 i�e„ CONSTRUCTION
14 P-3046 Take Out Clip in r� a r
2 1/8•'
15 P-3043 Sash Stop TeamPlas � M �n a w
16 P-3037 Sweep Lock,RH Lawrence Nylon �2��16 N ;� a o ¢
17 P-3038 Sweep Lock,LH Lawrence Nylon o 0 0 � o
18 P-3305 W s t p.,0.2 7 0 x 1 8 7 bac k Fin Sea l,B lac k,So ft Touc h U l tra fa b Ny lon Y
20 P-3303 Wstp.,0.190 x 187 back FinSeal,Gray,SoftTouch Ultrafab Nylon 2 3�4 2 sa w m
3 7/76" �
21 P-3305 Wstp.,0270 x 187 back FinSeal,Black,SoftTouch Ultra(ab Nylon 66 1 7l16" „ y
22 P-3011 Wstp.,0.350 x 187 back,foam filled bulb w/wands Ultra(ab Nylon --,r 7/7s' —•,,--1/is^ � m � � m �
23 P-3303 Wstp.,0.190 x 187 back FinSeal,Gray,SoftTouch Ultrafab Nylon � o � o v7
24 P-3309 Wstp.,0.210 x 187 back FinSeal,Black,SoftTouch Ultrafab Nylon o " a o z �
FLANGE HEAD,ARCHTOP S-1112 � o N w
26 P-3612 #8 x 1.000 w/1/4"lead Quad PH Type A SMS Fastenal Steel FLANGE SILL S-1182 ���16 0 " o o � �
28 P-3635 #8 x 0.750 Quad PH Type A SMS Fastenal Steel 5�8� o � � o a
29 P•3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel FIN SILL S-1180 � � � W � �
30 P-3264 Gaskel,Hd.&Siil at Jb.,SH-3500 HO Prod Closed Cel 2" 3/a� o w � o W
33 P-3342 Seam Sealer,SM-5504 Schnee i/76" j_� ��0 � � o � o
213/16" 1/16"
34 P-3373 Pad,Sill,SH-3500 Visor Open Cell ��"��16 0 � m a O
36 P-3022 Glazing Bead,Single Glazed Fla Scrn Metai z
SCREEN ADAPTER S-1074 ���������r
� 4 2 P3 3 5 2 Se41 B I kB 8 5 DursU 1/8"x9 5/8sx 2"Lg. F ra kP LowePVC � 3 a 2.� t vis' `������p,N�,RE 1-y�TG���i
43 P-3641 SH-3500 Gold Cert.Label ���16� 65 � ti jGP;•��GENS�.,�Q'r�'
45 P-3881 Temporary Lbl.(NFRC/DP) L ��� nlo 58241 :��
46 P-3613 CWS Lbl.(Iogo) FLANGE JAMB S-1077 �5�8�� � 5 �*; * ;*=
� 47 Glass,Fixed FIN JAMB S-1500 • • _
48 Glass,Sash �ro� ��`
56 P-3218 Screen Frame Allmetal Alum �g�g�� � �76 �0:, �7A7E OF :��
58 P-3321 Screen Frame Corner Ke y Allm e t al Al um ~—Zn ��4� '��c�'S'•..O R� ��j?`
FIXED RAIL H-1563 � � �:�� �
59 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer �4„ 63 II � �����S�ONA��?•`��
60 P-3228 Screen Spline, 155 Dia.,Blk. Dapa Nylon 1/is"
61 P-3029 Screen Pull Tab Summit Steel � �� � 9 z�
62 P-3033 Screen Spring,SS FlaScm SS ANCHOR CLIP-1197 �� '" I r�^ 2/23/2015
63 S-1197 Install Clip,Cun.ed Keymark Aluminum �L 1
66 S-1112 Fr Head,Flange Archtop Keymark Aluminum ��16� 7 3l16" LUCAS A.TURNER,P.E.
67 Instaglaze 3,Purfect Glaze"H",TremglazeS500 Dow,Henkel,Tremco �4�� --i �--5/�s" PLAN VIEW OF ANCHOR CLIP � FL PE#58201
68 5-1330 Fr.Head,Fin,Head Keymark Aluminum � 1239 JABARA AVE.
II �� SASH SIDE RAIL S-1073 NORTH PORT,FL 34288
II I � Lr�z9��6 PH.941-380-1574
5/76" � SHEET DESCRIPTION:
II I �— y�ANCHOR CLIP S-1465—��16 7 �5�8 BOM AND EXTRUSIONS
PLAN VIEW� � ORAWN BV' DATE:
��� ���2 ADE 03/16/09
V16" �
DWG#: ftEV.'
' LINE ITEMS NOT USED• SASH TOP RAIL H-1072 CWS-466 D
6,19,25,27,31,32,35,37-41,44,49-55,57 NOTE.ALL ALUMINUM EXTRUSION ARE 6063-T6 scn�e: SHEET
t�2 7 OF11
�
6"MAX.(TYP) 18"MAX.O.C.(TVP.) � �/'� ��
6"MAX.(TYP.) 18"MAX.O.C.(TYP.) 6"MAX. 18"MAX.O.C. I! j]/]_(���fjf]'Va1/d
�8.'MAX. � (TYP.) � ��-�iycsa�i(�lWUuucr p/lf`f.J
I 6"MAX.(TlP.) 8"MAX. 8"MAX. WIVIIDOW SYSTED9S I\�✓�
SEE NOTE 2 I SEE NOTE 2 6 MAx' SEE NOTE 2
(TYP.) 1900 SW 44TH AVE.
� � OCALA,FLORIDA 34474
6"MAX.(TYP) I
WWW.CWS.CC
� � �T 8"MAX.O.C.(TYP.)
18"MAX.O.C.(TYP) I 18"MAX.O.C.(TYP.) � 3500 ALUM.
�- O i -j- O O SINGLE HUNG
NON-IIVIPACT
I
I ` �, � N �
INSTALLATION I INSTALLATIQN q �° { �n N w
ANCHORS(TYP) � F-
I ANCHORS,THRU 4" o 0 0 � �
FRAMEATJAMBS
I (SEE NOTE 2,SHT 6) y
� INSTALLATION w m
ANCHORS,THRU
I CLIPS AT ALL �+ � �
X I X SIDES X m ` � m �
4 ' 4 � � � � `�
>
SEE NOTE 2 I 4 �" � o �' O �
I � o w � a
o � � o
— � —— —————— � � w � �
I U
�
INSTALLATION ANCHORS, � � � � p
I THRU CLIPS AT SILL ��
ANCHOR LAYOUT-(FLANGEI FOR DP CHART A ANCHOR LAYOUT-IFLANGE)FOR DP CHART B o � m a O
THFU FRAME OR CLIP�MASONRV OR WOOD OPENING) I THRU FflAME OR CLIP(MASONRY OR WOOD OPENING) Z
�P LIMITED BV GLASS AN�TESTED PRESSURE LIMITATIONS.SEE SHEET 5 I DP LIMITEO BY ANCHOR CLIPS,SEE SHEET fi ,,t�lt II If���'
� ------ -----------------�---------------- -- -------- -------------------- �`���PNORE4yT4ii
NOTES: i 4"MAX.(TYPI )� �� 16"MAX.O.G(TYP.) `:��P�•4�G E/J SF G�Q'��
L �v�� No 58201 '�7}�
. 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD I q"MqX�(Typ� �*: * :,�:
' 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE � is"MAX.O.C. :�=, STaTE oF ��:
SHIMS WHERE SPACE GREATER THAN 1/16 IS PRESENT LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (n'P•) .,p; ;e��
� ..o•.F P: �
BETTER.WOOD SHIMS ARE NOT ALLOWED I � �� ( ,7: �_��
$"'.OR1
4��ss'�. .E�C?���
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. � �r��ONpG t���
0 �n n�
nn
4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR � �Z
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. � 2/23/2015
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL I
I 3" LUCAS A.TURNER,P.E.
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201
' � 3„ 1239 JABARA AVE.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288
SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. II PH.941-380-1574
7 A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" IrvSTALLATioN SHEET DESCRIPTION:
I ANCHORS(TYP)
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. I ANCHOR SCHEDULE AND
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF I 4 NOTES-EQUAL SPLIT
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH I DRAWN BV DA7E:
RE�UIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED I ADE 03/16/09
———— DWG#� REV.�
, 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE I CWS-466 D
CURRENT VERSION OF THE REFERENCE DOCUMENTS: � ANCHOR LAYOUT-(FINI FOR DP CHART A
FMA/AAMA 100 FIN WINDOWS,FMA/AAMA200 FLANGE WINDOWS� THRUNAILINGFIN�WOODOPENING) scn�e: SHEET
� � � � I DP LIMITED BV GLASS AND TESTED PRESSURE LIMITATIONS.SEE SHEET 5
FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). 1:25 g pF��
�
• ������
WINDOW SYSTEPIS
18"MAX.O.C.(TYP.) 4"MAX.(TYP.) 16"MAX.O.C.(TYP.J 1900 SW 44TH AVE.
6"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474
8"tii�� 4"MAX.(TYP.)� � W W W.CWS.CC
�
6"MAX.(NP.)
�� 3500 ALUM.
,s°Mnx.o.c.l crva•) SINGLE HUNG
� NON-IMPACT
18"MAX.O.C.(1YP.)THRU FRAME,
12"MAX.O.C.(TYP.)W/CLIPS �n r� a �
INSTALLATION
NOTE:WHEN INSTALLING FLANGE O ANCHORS(TYP.) Q �° M `� N F,
UNITS WITH ANCHOR CLIPS AS SHOWN a m a o Q
ON SHEET 10,DESIGN PRESSURE IS o 0 0 � ❑
LIMITED TO 30 PSF
3" � }
4„ W 00
4 � � Z
� 3"� m � ¢ m �
- INSTALLATION � $ U o �
X � ANCHORS(TYP.) o " d o Z �
N Y ❑ N O �
� 0 W O �
r a
4 4 W � WW �
a � Q �
a o a w
0
————— ———— —————————— > > U 7 O
o U m Q O
z
ANCHOR LAYOUT-(FLANGE)FOR DP CHART C ANCHOR LAYOUT-(FINI FOR DP CHART C �����p10REby����i�
�. THRU FR DPE MfTED BV CL S5,SEE SHOED OPENING) THRU NAILING FIN(WOOD OPENING�,SEE SHEET 7 ��`5 P'•••""•• TG,j�
: P :�GENg'••,�Q 4
NOTES: ti JG��� F .,2�:
��� No 58201 '•1��
- 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD =*: * :*_
, 2.SHIM AS RE�'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE '�' :�=
SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR �� STATE OF :���
BETTER.WOOD SHIMS ARE NOT ALLOWED.
i��',�,��O R 1���\_`��
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. ���SS��NA������`
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR Z�
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 2/23/2015
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALI LUCAS A.TURNER,P.E.
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201
1239 JABARA AVE.
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOFi CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288
SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. PH.941-380-1574
I 7 A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" SHEETDESCRIPTION:
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ANCHOR SCHEDULE AND
NOTES-ORIEL
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH ORAWN BV• OATE:
FEQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ADE 03/16/09
DWG#� REV.•
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWS-466 D
• CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), sc^�E: SHEET
' FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). �.25 9 OF11
�
7YPICAL HEAD CLIP ANCHORAGE MIN.EMBEDMENT ����1-„/�t(�_
MIN.EDGE DIST SEE TABLE 1 II 1 II%
SEE TABLE 1 WINDOW SYSTEMS L`/1
1/4"MAX.SHIM 1900 SW 44TH AVE.
SgUEEBS�TqRgA�TEE BY OTHERS W WW.CWS.CC A 34474
PERIMETER�SEALANT ANCHOR CLIP
BY INSTALLER MIN.EMBEDMENT MIN.EDGE DIST
INSIDE AND OUT SEE TABLE 1 SEE TABLE 1
INSTALLATION ANCHOR 3500 ALUM.
SEE TABLE t SINGLE HUNG
BYI STALLERND FLANGE �I' NON-IMPACT
L 1/4"MAX.SHIM
tn (7 N �
ANCHORCLIP � � � a w
INSTALLATION ANCHOR o a o � p
SEE TABLE 1 SEALANT BEHIND FLANGE Y
BYINSTALLER � }
W m
PERIMETER SEALANT BY INSTALLER �
HIGH STRENGTH INSIDE AND OUT
STRUCTURALGROUT v � ¢ v O
BY OTHERS SUBSTRATE BY OTHERS m � = m �
SEE TABLE 1 in o U o
INSTALLATIONANCHOR ��HORIZONTALSECTION N � o N p �
SEE TABLE 1 �0 TYpICAL JAMB CLIP ANCHORAGE O = W O F
SEALANT BEHIND FLANGE o r- o d
BY INSTALLER w �' W w pC
. w�,.r.a� •a t ANCHOR CLIP Q w ¢ o �
w
PERIMETER SEALANT �•y��� � � � � � �
BYINSTALLER "
INSIDE AND OUT � U m a O
Z
• SUBSTRATE .� INSTALLATIONANCHOR ,�����NOREby����i�
. BY OTHERS SEE TABLE 1 �� P.••• T(�ii�
SEETABLE 1 MIN.EMBEDMENT ��P5����E�S�'•.'Pq
SEE TABLE 1 ANCHOR CUP �JU;' �' F '•,��
��: No 58201 :7��
. =*: * :*�
�1/4"MAX.SHIM ��9= �1r�
�9�, STATE OF ?�+'
MIN.EDGE DIST SEALANT BEHIND FLANGE �O�F'F�O q 1 d�'��_�`
BYINSTALLER
SEE TABLE 1 ����'S` • ' �d��
C1 VERTICALSECTION � '���,��NA�E����
10 TYPICAL SILL CLIP ANCHORAGE
PERIMETER SEALANT
BVINSTALLER MIN.EMBEDMENT ��
INSIDE AND OUT SEE TABLE 1 2/23/2015
TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATE BY OTHERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EOGE DIST. SEE TABLE 1 FL PE//58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fTW TAPCON 1" 7-7/8" 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CUM(117 PCF MIN.) 3/16"fTW TAPCON 1" 2" NORTH PORT,FL 34288
FLANGE CONCFETE(2.85 KSI MIN.) , 3/16"ELCO ULTRACON 1" 1" _ PH.941-380-1574
FLANGE HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/i6"ELCO ULTRACON 1-1/4" 2-1/2" MIN.EDGE DIST SHEET DESCRIPTION:
SEE TABLE 1
3ns'•mN TAPCON INSTALLATION DETAIL-
FLANGE 2c MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) 1-3/8" 7/8" CLIPS
OR ELCO ULTRACON �C�HORIZONTAL SECTION
FLANGE 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #10 WOOD SCREW 1-3/8" 7/g" �0 ALTERNATE SILLCLIP ANCHORAGE DanwN er DATE:
76 GAUGE(0.060")MIN.STEEL SiUD #10-16 HILTI KWIK-FLEXOR FULL THREAD
FLANGE (33 KSI YIELD MIN.) fiW TEKS SELF-DRILLING THRU 0.060" ��Z ADE 03/16/09
DWGlt: REV:
� FLANGE ��8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TRAPPING/ FULL THREAD ��2„
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" NOTE: CWS-466 D
FIN 2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #8 WOOD SCREW 1-1/2" 7/i6" � DESIGNNPRESSU E IS LIM TED ITO y+`!�-I30 SFCHOR CLIPS AS SHOWN ON THIS SHEET, SCnLE: SHEET
��2 10 OF 11
MIN.EMBEDMENT WI��fNS•�
TVPICAL HEAD ANCHORAGE SEE TABLE 1,SHT 10 I
1900 SW 44TH AVE.
MIN.EDGE DIST 1/4"MAX.SHIM OCALA,FLORIDA 34474
SEE TABLE 1,SHT 10
WWW.CWS.CC
MIN.EDGE DIST 3500 ALUM.
SUBSTRATE BY OTHERS SEE TABLE 1,SHT 10 SINGLE HUNG
SEE TABLE 1,SHT 10 INSTALLATION ANCHOR NON-IMPACT
SEE TABLE,SHT 10
MIN.EMBEDMENT
SEE TABLE 1,SHT 10 � � N �
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT � � r� �n c� iu
SEALANT BEHIND FLANGE � �
BY INSTALLER o 0 0 � �
PERIMETER SEALANT BY INSTALLER `1
SEALANT BEHIND FLANGE INSIDE AND OUT � >'
BY INSTALLER 1/4"MAX.SHIM w m
SUBSTRATE BY OTHERS „ � z
SEE TABLE 7,SHT 10
LL � Q LL O
a x cA
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>
>> 1YPICALJAMBANCHORAGE � � o � p ¢
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a
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SEE TABLE,SHT 10 Q o � Q U
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BY INSTALLER ,��P5•��G E 7VS�..�Q';y'
,r,�v.' No 58201 '�P:
MIN.EDGE DIST
, SEALANT BEHIND FIN SEE TABLE 1,SHT 10 �*' * ''k�
BY INSTALLER �-g: ���
• PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT :� ��
'P�� STATE OF :!U:
MIN.EMBEDMENT INSTALLATION ANCHOR
SEE TABLE 1,SHT 10 SEE TABLE,SHT 10 ,�'i�SFC�R:�a G�`,,
SEE TABLEE BS OTH�ERS � SUBSTRATE BY OTHERS �i� S/r, �C���
SEE TABLE 1,SHT 10 h,�ONA11�ti���•
PERIMETER SEALANT BY INSTALLER y�
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SEE TABLE 1,SHT 10
�p1 VERTICAL SECTION F VERTICAL SECTION LUCAS A.TURNER,P.E.
>> TYPICAL SILL ANCHORAGE �� ALTERNATE FIN ANCHORAGE FL PE#58201
TYP FOR HEAD,SILL AND JAMBS 1239 JABAFA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAIL
DRAWN BV� DATE:
ADE 03/16/09
DWG R: REV.•
, CWS-466 D
scn�e: SHEET
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r::s:;'�t;::�t;!sltit:�,.�'+;:y:°.��'� FL10829-R3
Applicatlon l"ype Affirmation
Code Version 2014
Npplication Status Approved
Comments
Archived
Pr�duct Manufackurer TEMO Sunrooms,Inc.
Address/Phone/Email 2U400 liall Road
Clinton Township, NiI 48038
(58G)?_86-0410
lesho@temosunrooms.com
Authorized Signature Jim Hall
lesho@temasunrooms.com
Technical Representative
Adciress/Phone/Email
Quality Assurance�epresentative
Address/Phone/kmail
Category Structural Cornponents
Subcategory Structural Wall
Compliance Method Test Report
Testing Lab Architectural Testfng Inc. -Wisconsin
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expirat(on Date 12/31/2018
Validated By JAD7�S A CLANCY,PE
Yalidatfon Checl<list- Hardcopy Recefved
Certificate of Independence FL10829 R3 COI COI TEMO.�df �
Referenced Standard and Year(of Standard) ,•�ro r�y �r�ar
TA5 J_02 1994
Equivalence of Product Standards
Certified By
�' I affirm that there are no changes fn the new Florida
Building Code which affect my producY(s)and my product(5)
, are in compliance wfth the new Florida f3uilding Code.
of 3 I
7/18/2016 4:13 k'M
�
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Page 1 of 2
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�'�;rida D:pzrtrient� BCIS Home ; Log In � User Regtstration Hot Topics i Submit Surcharge Stats&Facts � Publications : FBC Staff i BCIS Site Map Links i Search
Busines� �_� �
Professio��l �� ���Product Approval
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_PQduct Aooroval Menu>product or Aoolication 5 ar h>Aoolication List>Applieation Detail
�a,��`��.�� �r��'.4'
„y��4�' ��V�,� FL# FL7082-R4
Application Type Affirmation
Code Version 2014
Appiication Status Approved
Comments
Archived -
;.:�
Product Manufacturer TEMO Sunrooms,Inc.
Address/Phone/Email 20400 Hall Road
Clinton Township, MI 48038
(586)286-0410
lesho@temosunrooms.com
Authorized Signature Jim Hall
lesho@temosunrooms.com
Technical Representative Robert A.Walz
Address/Phone/Email 20400 Hall Road '
Clinton Township,MI 48038
bwalz@temosunrooms.com
Quality Assurance Representative Robert A.Walz
Address/Phone/Email 20400 Hall Road
Clinton Township,MI 48038
bwa Iz@temosunrooms.com
Category Exterior poors
Subcategory Exterior poor Assembly Products Introduced as a Result of New
Technology
Compliance Method Test Report
Testing Lab Architecturel Testing,Inc
Quality Assurence Entity Architecturel Testing,Inc.
Quality Assurence Contract Expiretion Date 12/31/2018
Validated By Allen N.Reeves,P.E.
!_..` Validation Checklist-Hardcopy Received
Certificate of Independence Fv082 R4 COI Cert of Indeoendenc -ATI odf
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By
�tI affirm that there are no changes in the new Florida
Building Code which afFect my product(s)and my product(s)
are in compliance with the new Florida Building Code. �
Documentation from approved Evaluation or Validation Entity :r Yes '%No �N/A
, .. ,,,. . . . .. .. . . - �
�
r ' 1 1V11LL0.L1Ul1U.UJ.b' <.V41�. VAJ.AAi1V X"i1bG G Ul G
FL9082 R4 COC 20150505124145229.pdf
Product Approval Method Method 1 Option B
date Submitted 05J05/2015
Date Validated 05/OS/2015
Date Pending FBC Approval
Date Approved 05/14/2015
Summa of Products
FL# Madel,PlumBer or Naene pescription
7082,1 Sunroom Swing Door Fuil View Giass Dpor with Foam Transom Panei for Sunrooms
Limits of Use Installation Instructions
Appraved for use in HVHZ:No FL70&2 R4 II Tnstatlatio�.odf
Approved far use outside HVH2:Yes Verified By:Architectural Testing,Inc
Impact Resistant:No Test Reports
Design Rressnre:+55.I4J-55.14 F�7082 R4 TR 65412.Q1-b02-18-rd.odf
Other:Must be shuttered where required by code.
Maximum Panel Size: 3'2"x 7'1". Maximum Dpar Size;
3'1-1/4"x 6'14".For Exterior Patio Use Qnly. '
6aGc 4Ve:Y
Go�tact.t�,,s::2601 Olalr Stone Road.Tailahassee F!.32394 Phone:850-48�-1824
The State oF Florida is an AA/EEQ empioyer.Cppvriaht 2Q07-2p13 5tate of Flarida.::Privacv Stakemenk::AccessibiliN� temenk::Refund SGaSement
Under FloNda law,ematl addresses are public rKords.IP you do not want your e-malk addrnss released in response to a publio-records request,do not send
eiectrontc mall to this entity.Instead,contact tfie oiflce by phflne or by trad3tlonal mall.Zf you have any qnestEons,piease contact 850.A87.2345.*Pursoant tq
Sectlon 455Z75(1),Florida Siatutes,effective Odober 1,2012,Iicensees�icensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails pravided may be used for oRtcial communicatlon with the Ifcensee.However email addrtsses are publtc rernrd.If you do not wish to
supply a personal address,please provide the Depardnent wtth an emait address which can be made avallable to th�public.To detertnine if you a2 a Ilcensee under
Chapter A55,F.S.,p}ease ciick here.
Produci Approval Accepts:
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httr,•!1-flf„�i�tni,,,;t.-i;..t. ,._�r.,._r__ __--- �.� __ �, .-„-.�,•.�.� .r. „wT.�> r .-.r�.-.... .��_.-.. ....,....,..,.� �
#12 x 1-1/2"
SCREWS
BASE/roP 7ttACK Y •,,:''s;�''•. `��..'`�...� #12 X 1-1/2'� SCREWS
THROUGH THE FRAME
3 5/e' �LL PANEL • INTO THE WOOD BUCK
' LOCATED 6" FROM EACH
:•'=t ADAPTER CORNER AT THE HEAD
" �A� AND SILL
_ INSTALL �8 S'MS AT INDICATED LOCATION
BO'fH SIDES OF DOOR- 16 TOTAL � '
;'' � TOP SECTION DOOR
• `, JAMB j
• ' � ' SIDE SECTION DOOR / #10 X 2-7�8" SCREWS
. JAMB THROUGH THE FRAME
� INTO THE WOOD BUCK
DOOR TUBE LOCATED 8" FROM EACH
• CORNER AND ONE
' �A� MIDSPAN ON BOTH
JAMBS
DOOR HINGE ��
DOOR SWEEP j � ��
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BCIS Home ( Log In t User Regis[retion � Hot Topia' � Submit Surcharge � S[ats&Facts j Publiwtions � FBC Staff � BCIS Site Map,� Links � Search'�.
Florida
�,r �j ���Product Approval
�: � � - USER;Public User
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Product Aooroval Menu>Product or Aoolication Search>Aoolicatlon List>Application Detail
FL# FL12671-R3
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer TEMO Sunrooms,Inc,
Address/Phone/Email 20400 Hall Road
Clinton Township,MI 48038
(586)286-0410
lesho@temosunrooms.com II
Authorized Signature Jim Hall
lesho@temosunrooms.com
Technical Representative Luay Esho
Address/Phone/Email 20400 Hall Rd
Clinton Twp, MI 48038
(800)344-8366 Ext287
lesho@temosunrooms.com
Quality Assurance Representative Luay Esho
Address/Phone/Email 20400 Hall Rd
Clinton Twp., MI 48038
(800)344-8366 Ext287
lesho@temosunrooms.com
Category Structural Components
Subcategory Roof Deck
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 the Luay Esho
Evaluation Report
Florida License PE-69536
Quality Assurence Entity Architectural Testing,Inc.
Quality Assurance Contract Expiretion Date 12/31/2018
Validated By JAMES A CLANCY, PE
� E 4 Validation Checklist-Hardcopy Received
Certificate of Independence FL12671 R3 COI EVALUATION REPORT 7-14-09.odf �i
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 203 1994 I
TAS202 1994 �
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12671 R3 Equiv 3187545SAT-OOlA AFM odF
J
. .
rl . , . , .
FL1�671 R3 Equiv ESR-1006 pdf
FL12671 R3 Eauiv EVALUATION REPORT 7-14-0 pdf
Sectfons from the Code
�I affirm that there are no changes in the new Florida Building
I Code which affect my product(s)and my product(s)are in
complfance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity �Yes ONo ON/A
FL12671 R3 COC 20150430150809528 odF
Product Approval Method Method 1 Optfon D
Date Submitted 04/30/2015
Date Valfdated 04/30/2015
Date Pending FBC Approval
Date Approved OS/10/2015
Summar of Products
FL# Model,Number or Name Description
12671.1 Roof Panel 3",4.25"&6"factory assembled laminated sandwich panel
with aluminum facing 0.032"sheet on both side
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12671 R3 II Roof-Wall.odf
Approved for use outside HVHZ:Yes Verified By: Luay Esho 69536
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +30/-75.02 Evaluation Reports
Other:Snow load test report �2671 R3 AE EVALUATION REPORT 7-14-09 pdf
Created by Independent Third Party: No
Back fdext
I Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florfda is an AA/EEO employer Copvrioht 2007-2013 State of Florida.: Privacv Statement :Accessibilitv Sta[ement::Refund Statement
Under Florida law,emall addresses are public records.If you do no[want your e-mall address released in response to a pubiic-records reques[,do no[send electronic
mail to this en[ity Instead,contact the office by phone or by traditional mail.If you have any questions,please contaa 850.467.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,Iicensees Ilcensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the pubiic.To de[ertnine if you are a Iicensee under Chapter 455,F.S.,please
click here
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FRAME COLO�;• �pld��NE FLOOR PLAN PRODUCT APPROVAL FL10829-R2 7�-�E SIDE WALL ATfACHMENT � z a
FASCIA/TRIM: SANDSTONE DOOR COMPLIES WITI-I FLORIDA TO HOUSE IS A NON-LOAD
INTERIOR KP: SANDSTONE �0 E� ENCLOSURE NOT TO BE USED PRODUCT APPROVAL FL7082 BEARING CONNECTION. � � m
ROOF PANELS COMPLY WITH PROPERLY CAULK BOTH SIDES � lA
EXTERIOR KP: SANDSTONE AS A PERMANENT LIVING AREA FLORIDA PRODUCT APPROVAL OF ALUMINUM EXTRUSION `-�` � �
SKIN TYPE: TEMKOR FL12671-R2 AT THIS CONNECTION. a a o
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DEALER:LIFE—REM 17W157 PH. ( ) TEMO SUNROOMS, INC. LUAY ESHO, P.E.
20400 HALL RD.
POSTON, MICHAEL &JACQUIE 20400 HALL RD CLINTON TWP. MI, 48038
6903 OAKCREST CLINTON TWP, MI 48038 pH: (800) 344-8366
ZEPHYRHILLS, R 33542 PHONE: (586) 286-0410 PROFESSIONAL ENGINEER
DRAWN BY: PHIL TARAVELLA ON:01/18/17 SCALE:NONE FAX: (586) 314-0404 FL Lic. #69536
� ' .
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Documentation from approved Evaluatfon or Validation Cntity
Yes No N/A
FL1Q829 R3 COC 20150 30150818128_pd�
Product Approval Method Method 1 Optfon B
Date Submitted 04/30/2015
Date Validated 04/30/2015
Date Pending FBC Approval
Date Approved 05/10/2015
Sumenar�of Pr�ducts _ _.__�T� i _��
���`• ,__� Nlodel,Mueraber or Name Description � �
10829.1 206 Sunroom Wall Panel �1/2"Thick Wall Panel--Aluminum Skin Panel/U —,__--�
, � pper
� �Transom/Hor(zontal Sliding Window/Lower '
t� i !Transom/Aluminum Skin Panel ,
------------____.-------L--..-.-..—._.._.._..-------- -----_._
�Limits of Use �nstail�tion Irastructions �� � �
� Approved�or use in FdVF9Z: No ; FL10829 R3 II Installation Drawfna.odf
; Approved for use outside H@/FiZ:Yes i Verified By: Archftectural Testfng Inc. -Wisconsin
� Impact Resistant: No I yest Reports
�� Design Pe�essure: +55.14/-55.14 I FL10829 R3 TR Test R�ort 206 81791_pdf �
Other: Max(mum Wall Panel Size=4'9' wide x 8'0"high. ; �
Maximum Horizontal Sliding Window Size=4'9"wide x 5' � i
3"high. Upper Transom Maximum Size=4'9"wide x 9" �
�high. '
:_..----�- -----.. _.. �
--- -- --- �---..
.......... _.__.__.._..--�----..._..----�------_.__......_--.��.___-----•—�-------____...�_---
!----...- ---._.
..-- - ---+.... ._.____
. ..
._.._..-------------------�i---------•-�—
:10829.2 ;306 Sunroom Wall Panel �3-1/2"Thick Wall Panei--Aluminum Skin Panel/Upper ^
' � i'ransom/Horizontal Sliding Window/Lower �
I Transom/Aluminum Skin Panel �
�---___�.__._---......._..----�
. J._..... .-----._. ----.....................--__�.._�___.._--------------------_----___.__.___---...--
�i.imits off Use I In��allation Yrvstrcactsons �
, Approvecl for use in EiVH�: No I FL10829 R3 II Installatlon Drawinq.odf i
' Approved for use outside Biwt9�:Yes � VerifiecJ By; Architecturai Testing Inc. -Wisconsin
�' Tmpact Resisgant: No i�'�yt Fteports
Design Pressure: +55.14/-55.14 ; FL10829 R3 TR Test Reoort 306 8179Z.Ddf
� Other: Maximum Wall Panel Size=4'9"wide x 8'0"high. � !
�Max(mum Horizontal Sliding Window Size=4'9"wide x 5' '
�3"high. Upper Transom Maximum Size=�}'9"wide x 9" ,
j high.
i--------•-�---- -------- �- — .�;�
10829.3 406 Sunroom 1Nall Panel �3-1/2"Thick Wall Panel--Aluminum Skin Panel/Upper 'I
----------
- ... . _�_.._�.—_ __ _ _ _ _ __
I � Transom/Horizontal Sliding Window/Lower I
{ Transom/Aluminum Skin Panel J
�----�- _..__.... ___ .—� ---- -------._...._ .....-- -----------------,-------------------- --.._..___..._-i
ILiQnits mf Use �nstailation Ynstructions `
� �+pproved fcnr use in E-9FiF#Z: No ' FL108Z9 R3 II Installation Drawina odf �
� Approved fFor nase outSid�HiiHZ:Yes Verified By:Architectural Testfng Inc.-Wisconsin
i Impact Resus�ant: No �Test ReporYs
� Design Pr�ssurP: +55.14/-55.14 i F.�10829 R�TR Te��[{e.pQrt 4Q.6_$1]�3,pslj
i Other: Max(mum Wall Panel Size=4'9"wide x 8'0"high. � ,
�Maximum Horizontal Sliding Window Size =4'9"wide x 5' �
3"high. Upper Transom Maximum Sfze=4'9"wide x 9" ,
high.
t,-----_-----__ ._..------- ------_-�.—_�__ --------- --
, eack Mext
S,.p�tO.Gtllg: �601 Blalr S on Road 7allahacc F o plione:B50-487-1824
The State of Florlda 5 an AA/EEO employer,Copyright 200]�.9.y3��ate of FloriQa,; privacv Stat�P,Ilt::Accessibilitv StateID,gpL:;Befund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a pubiic-records request,do not send
electronic mail to this entity.Instead,contact the o�ce by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Fbrida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department wkh an emall address if
they have one.The emails p�vided may be used for offkial communication wRh the Ilcensee.However emall addresses are public record.If you do not wlsh to
supply a personal address,please provide the Deparcment with an email address whlch can be made available to the public.To detertnine if you are a licensee under
Cliapter 455,F.S.,please tlick here.
Product Approval Accepts:
of 3 7/18/2016 4:13 PM