HomeMy WebLinkAbout19-21019 CITY OF ZEPHYRHILLS
i 5335-8TH STREET
(813)780-0020 21019
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21019 Address: 38607 4TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 11-26-21-0010-16900-0160
Improv. Cost: 2,891.80 OWNER INFORMATION
Date Issued: 3/26/2019 Name: MEIER, BRANDON
Total Fees: 82.50 Address: 5747 DOGWOOD ST
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 3/26/2019 Phone: 813-713-4508
Work Desc: REPLACE 5 WINDOWS S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 82.50
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION E LIN
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 Rennspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the publi(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.
r6
N-t
ONT TORSI NAT RE PERMIT OFFI R
RMITI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
in!.
Building Department
)ate Received Phone Contact for Permitting„
)wnees Name i? Owner Phone Number via - 71
owners Address -7 Owner Phone.Number
=ee ;i`m. ple Titleholder Name Owner Phone Number
°ae 5irnple Titleholder Address
r LOT#
JOB,,, DDRESSAve-
sUBDIViSION PARCEL ID# IAAn
-
(OBTAINED FROM PROPERTY TAX NOTICE)
NORK_P?ROPOSED NEW CONSTR ADD/ALT SIGN Q DEMOLISH
e INSTALL 8 REPAIR
PROPOSED USE Q SFR Q COMM OTHER
TYPL OF.-CONSTRUCTION Q- BLOCK 0 FRAME STEEL Q
glPnaN OF woRtt 0 U 5 Ze %ze O
,.,,
E ti'111NG SIZE SQ FOOTAGE HEIGHT
=t
UILDING $ Qr1 I 8O VALUATION OF TOTAL.CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY C] W.R.E.C.
QPLUMBING S
r
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
; GAS 0 ROOFING Q SPECIALTY OTHER
F It�',I SHED FLOOR ELEVATIONS FL000 ZONE AREA DYES NO
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BUILDER COMPANY Ce `5 L-L
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
.'Address C:'ft i`f .73 C10-J AW II iL License# tr -. y c <3 r-j t.
3; '9 7
ELECTRICIAN' COMPANY
SIGNATURE REGISTERED YIN FEE-CURREN Y/N
Address License#
}I.;;,,ft1ER COMPANY
::prl:kTURE REGISTERED Y/ N FEE CURREN
;Address License.#
MECHANICAL COMPANY
SIGNATURE ( � REGISTERED Y/ N FEE CURREN Y/N
Address: I License#
OTHER COMPANY
SICiP1ATURE _ REGISTERED Y/ N FEE CURREK Y/N
Address License#
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!vEtJ71At. Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days aHer submittal date. Required ensile,Constriction Plans,Stormwater Plans vd Slit Fence installed,
r Sanitary Facilities&. t d:cnpster;Si!'WoSt t'e:nil for sutsdivisions/iarge pro;ec:ts
4..C,oi MERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1).s'et of Energy Forms. R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Requiredbnske,Construction Plans,Stormwater Plans w/Silt Fence instalied,•
Sanitary.Facilities$ ;dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans,
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back.of application,notarized
'If over$2500,a Notice of Commencement is required. (A/C upgrades elver$7500)
`*.. ;:Agent(for the contractor)or Power of Attorney(for the owner)would be someone with.notarized letter from owner authorizing same
;I�THE COUNTER PERMITTING (copy of contract required)
',Ir,i;:P7fe if shingles Sewers :Service Upgrades A/C Fences(Plot/Sulveq/Footage)
.:: L)riveways-Not over Counter if on public roadways-needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be.subjectto,"deed"restr ictio
which may be more restrictive than County regulations. The uhd&r'i0neb assumes-responsibility:for ddmpiiance With any.;:
io- s
applicable deed re.stric restrictions.
ONLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the' owner has hired a contractor or
contractors to uhdertake,w&k, they,may be required to be licensed in accbidance.with state:and local regulations. If thel
lontractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation,
under state-law. If the owner or, intended contractor are uncertain as to what.licensing
-licensing requirements may apply for the
intended work, they are advised to:contact the Pasco;County Building.,Inspection Diviglon—Licensing,Section at 727-847-1,
�W09. Furthermore-,,if the owner has hired a. contractor or contractors, he.is advised to have the contractor(s) sigo,;,'
Portions of the "contractor BlocV.of this application for which;they will.be responsible. If you. as the owner sign as thf'.
contractor, that may be an indication that he ls.holpro' y Iicensed. Ittinperl' and1s,not entitled to permitting
' g 6s in Pascv privile9.
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND':RESOURCIEI RECOVERY FEES: The undersigned understan6;-,:-,,,
+hat Transportation Impact Foes and Recourse Recovery.Fees may-ppply%to,the construction of buildiligs, change
use in existing buildings, or expansion of 6xisting,buildirtgs, as,specified in Pasco County Ordinance number89-07 and.,
00-07, as amended:
The undersigned also understands,' that'such.fees, as maybe due, will be.identified at the time of
Permitting. It is further understood that Transportation impact Flees,*and Resource, Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or-
final power release, the fees must be paid prior to permit-issuan,ce. Furthermore,..if Pasco County Water/Sewer Impact::
fees are due,they must be paid Prior to perrMt issuance in accordance with applicable.Pasco:County-o.rdinances,
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statute ' as,amended):. If valuation of work is $2,.500,00%or more, I
certify that 1, the applicant, have been provided with a :'copy- of the, "Florida Construction Lien Law.—Homeowner's.
Protection Guide" prepared`by the Florida Departmeht.bf Agriculture and,'.C.onsumer'Affairs, If the applicant is someqn
other than the "owner', I certify that I haVe obtained:a copy oftheiabove described'document and promise in good faith:'
deliver it to the"owner"prior to commencement,
CONTRACTOR'SIOWNEWS AFFIDAVIT: I certify that.all the information in:this application is,accurate and"that all.Word.:
will be.done in.compliance with rfr all applicable laws regulating zoning and land development. Application.,-,.,.hereby
hereby made to obtain a permit to do. work and installation As, indicated. I certify- :that, no work or installation hay
commenced .prior to issuance of..a,I.permit and that.all Work. Will be perfor.med, to meet standards. of all laws regvlatinc;-
construction, County and City codes,, zoning regulations, and land. development regulations :in the,jurisdiction.. I also
certify that I understand that the regulations of other government agencies may apply.to the intended work,'and that it is
my responsibility to identify what actions I mutt take to-be1ri cornp!iaihce: Such,ageribies include butare not limited to:
Department of Environmental Protectibhm;6 'pres
y 's .BayheadsJ Wetland-.Areas.and Environmentally Sensitive
Lands, Water/Wastewater Treatment
Southwest Florida Water Management
nagemeht- District-Wells, Cypress Bayheads, Wettand: Areais, Altering,
Watercourses.
S s
Army Corps of Engineers-% eaw.alls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Uhit-Wells, Wastewater Tre 1i atmen
Septic Tanks.
-Asbestos abatement.
US Environmental Protection Agency
Federal Aviation Authority-Runways.
I-understand that the following restrictions apply to the use of fill:
Use of fill is not allowed'in Flood Zo.ne"V unless expressly permitted.
if the fill material is :to be, used in� Flood
ood Zone 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` tobe used in Flood Zone in -connection with a permitted building using stem wall
construction, I certify that fill will be used only.to ril[the area within the stem wail.
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 viol6t1161g,.,-3
the conditions:of the*building permit issued under the attached permit application, for tots less than one
acre which are-elevated by fill, an engineered driiiri6ge plan is required.
I I f I am the AGENT FOR THE OWNER, I promise in g,ood faith:16.,inform the owner of permitting.conditions set forthJb
this affidavit prior to commencing construction. I understand that a'separate permit,may be,required'.for electrical'
'plumbing, signs, wells, pools, air conditioning, gas, or other installations. not specifically included in .the application..`"fti'
permit issued shall be construed to be 8:libense;to proceed with,the work and not as authority to violate, cancel,'alter, oi,�,
set aside any provisions of the technical.codes, nor'shall lssuance,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 fora period of six (6) months.after-the time the work is commenced. An extension
may be requested, in writing, from the bui�lding.Official for,6 'period not to exceed ninety (90) days.and will demonstrate
justifiable cause for the extension, if work ceases for ninety (09)"tons6cutive days,the job is considered abandoned.
WARNING TOOWNER- YOUR,FAILURE TO RECORD 1 NOTICE,OF COMMENCEMENT MAY,RESULT:IN YOUk-
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN.
-FINANCING,CONSU�.
—WITH-Y-QlJR-LENDER,QR-AN ATTORNEY S EFORE'RECORD1 NO_�:10 R_NOTIC-E-OF-C-OMMENCFEME T..
FLORIDA JURAT(F.S, 117,03)
fN
'OWNER OR AGENT CONTRACTOR
subscribed and sworn to(or affirmed)before me this .Subscribed and sw6rn—to(or.affix rra)before me this,
b
by V
Who istare personally known to me or haslhaVe prodUc6d Who islare:pertonally known to me or hastha..ve produced
as identification. as identification.
Notary Publid Notary Public
-Commission No. Commission-lSib
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
-7,4P.
9867 3971
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STATE OF FLORIDA,COUNTY OF PASC
THIS IS TO CERTIFY THAT THE FOREGOIN I � °�g=
TRUE AND CORRECT COPY OF THE DOCU
ON FILE OR OF PUBLIC RECORD IN THIS F
WITNESS MY HAND AND OFFICIAL SEAL T
DAY OF
P�S.O'NEIL, CLER '&C tMPTROLLE' 1887
FY DEPUTY C•LF_RK
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LOWE'S AirrHORIZEO REPRESENTA7IVE NUMaER: '`t{T r,'i?.7, CUSTOMER 3,•
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NOTICE TO CUSTOMER—.PRICE'CAL ULATI NS:--In older to properi r perform the installation`of-cart'in Goods,-the Contract.Price may-Include more
Goods than actually will be installed based on the rbeasueed.square footage of the Project Area,,As a r suit,the parties agree that the lump•sum Price
stated to thisCotitracl is calculated upon i>oth the valueaf.astimated Goods required to fulfill the Cbntract,(inoluding waste);which mayexceed the actual
square footage of the Project.Area,and the labor which may be estimated based on the amount of Goods required to fulfill the Contract(including waste).
By signing this Contract below,Customer acknowledges receipt of this notice and agrees and understands,that the Price,inciudesthese costs which may
not bo refunded once the Installation Services are performed.
NOTICE TO CUSTOMER: Federal taw requires Lowe"s to provide you with the
pamphlet Renovate Right By signing this Contract,Customer acknoY ledges
havingreceived a co Contract Tatal -� J v
pyof this pamphlet before began infomitng.Customer
of the potential.risk of.the lead bazard exposure from'renovation acts'Ity to 1>0 "applicable to 6s included
-performed Ir Custol{ler's dwelling unit:M. j
NOTE..If'.,rotted'wood.is dis:overed•during;installation additibnai charges-Will aliply..YoU'.will be given a quote and a change order
must be.cgfnrpleted:and.slgried.by,tliecustorrier',for any additional charges:_ 4ustomer must initial.
'Any work or matedai not-speeifia3 is not.tneiuded In this'contraet,.Any ehangQs or-additions will be at an,additlon'1°6harge for the material and latex.
NOTICE TO OWNER: — ACCORDING TO FLORIDA'.S CONSTRUCTION LIEN LAW (SECTIONS 713,001-713.37, FLORIDA
STATUTES}r THOSE WHO WORK ON YOUR.PROPERTY OR PROVIDE MATERIAL$AND SERVICES AND ARE NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR P 'YMENT AGAINST YOUR ROPERTY.THIS CLAIM.iS KNOWN AS A
OR
CONSTRUCTION LIEN. IF YOUR CONTRACT O1 A :SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,
SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS,.THOSE PEOPLE.WHO.A E:OWED MONEY MAY LOOK TO-YOUR
PROPERTY-FORIPAYMENT, EVEN 1F YOU HAVE ALREAD,f PAID YOUR,:CONT. OR IN FULL.IF YOUFAiL TO.PAY YOUR
CONTRACTOR,YOUR CONTRACTOR:MAY ALSO HAVE ALIEN ON YOUR-,PROPER THIS MEANS IF A LIEN IS FILED YOUR
PROPERTY-COULD BE SOLD.AGAINSTYOUR WILCTO PAY FOR LABOR MATERIALS OR-OTHER SERVICES THAT YOUR'
CONTRACTOR OR A`SUBCONTRACTOR'MAY HAVE FAILED TO PAY.TO PROTECT YOURSELF,YOU SHOULDSTIPULATE
IN-THIS CONTRACT THAT BEFORE ANY PAYMENT•IS MADE,YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A
WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO'YOU A"NOTICE TO OWNER:"
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS RECOMMEI IJED TAAT YOU CONSULT AN ATTORNEY.
PHOTO RELEASE:Customer grants to Lowe's-arid Lowe's employees and independent contractors the right to take photographs of the Premises where
Installation Services will be performed and all work performed at the Premises related to this Contract,and irrevocably grants to Lowe's all right,title and
interest in ands to the photographs for use,in all markets and media,worldwide;in perpetuity,Customer authorizes L6we's•to copyright,use and publish the
photographs in print and/or electronically,and agrees that Lowe's may use such photographs for any lawful 6ur'pose,including,but.not,limited to,marketing,
advertising,pliblicity,.illustration, training and Web'coMent.By initialing here,Customer agrees to.the foreg. in lCustomer to initial to the left].
Work Is to comm�tce upof reasonable availability-of Contractor andlor-any special ordQr oe cup o' or made Good(s)which is anticipated to be
i.. ": .'1 J0; 't S [fill in datej. Estimated completion date is t.:'Ih,n +bkrml (fill In datoj.
Said estimated substantial completion date is not of the essence.A statement of any contingencies that'v}ould materially change said estimated substantial
completion date is.as foliows: I
(If applicable,insert statement.of such contingencies).
This Contract provides that all claims by Customer Or Lowe's.v4fl.bowIbsolved by.BiNDING AREIMIRATION.Customer_and•L'owe!s.GIVE•.UP THE-RIGHT
TO GO TO COURT to!enf3rce thli;,Contrad(EXCEPT for/matters that'rnay be taken to SMALL.CLAIMS COURT).Cove's and customer's rights will be
1 detormined b} a NEUTRAL ARBITRATOR and NOT:a judge or jury! Lowe's and Customer are dnfifled to'a FAIR` EARING. But tho'art:iltratlo t
procoduros are.SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN,COURT.Arbitrator de lslons.are as enforceable as•any court order and
are subject.toJVERY LIMITED REVIEW BY A COURT.-FOR MORE DETAILS:Review the section tttled'ARBITRATION AGREEMENTi WAIVER OF JURY
TRIAL AND WAIVER-OF CLASS ACTION,ADJUDICATION found in thQ;Terms and Conditions of this Contract.
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Page 1 of 3
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PSE :Pri'cing iNrksheet -win d ows
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custorier V'A4 oY) ftie! I Stare: NIZ/
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-PI)Qne.(ceil): � P one(other):.
Install Address!,
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Directions:i
2. Draw the walls w here window .are-being,replaced and label the . :front;-back, i_side or R.side
(as!seen from the.street)
2. Draw-the windows that-are b,eir>g.repfaced.Ion each wail dratuing.
3. Pi a .capital letter beside e'ach..window i I the drawing. W.'
indri .:s with'the same-dimension s
Willi have th:e sarfie fetter.: Complete the inf�rrrtafiion on the,next. age using the corresponding
letter.
Front
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Page 1 of 3
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Product Approval Menu>Product or Application Search>Application List>Application Detail
I
FL# FL20472-R2
Application Type Editorial Change
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived Cl
Product Manufacturer Atrium Windows&Doors
Address/Phone/Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336)731-9312
tsmith@atriumwindows.com
Authorized Signature Thomas Smith
tsmith@atriumwindows.com
L
Technical Representative ALL
W®nK SHALL
Address/Phone/Email IV��E EES I:L $U1L®[qG COD �REVArL'�
®THE C try TR9C CODE
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Quality Assurance Representative AIVOR')I OF
Address/Phone/Email �� ��� ��i9LL
Category Windows
Subcategory Horizontal Slider
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Compliance Method Certification Mark or Listingj.
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A r �R
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Certification Agency National Accreditation&Management Institute �✓t�.a�«l.i �� '"19
Validated By National Accreditation&Management Institute sue;
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2005
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/17/2018
Date Validated 04/24/2018
Date Pending FBC Approval
Date Approved 05/02/2018
Summary of Products
i
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Page 2 of 3
I
FL# Model,Number or Name Description
20472.1 Series 120/130 Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20472 1: `C`CAC NI013078.03-RI 120-130 HS D5172.01.pdf
Approved for use outside HVHZ:Yes FL20472 R2 C CAC NI013078.04-RI 120-130 HS D5172.0l.pdf
Impact Resistant:No FL20472 R2:C CAC NI013078.05-R1 120-130 HS D5172.0l.pdf
Design Pressure:N/A FL20472 R2 C CAC NI013078 06-R1 120-130 HS D5172.01.pdf
Other:See Installation Instructions,ATR116,and Product Evaluation FL20472 R2 C CAC NI013078.07-R1 120-130 HS D5172.0I.pdf
Report,PER5458,for product sizes,design pressures,installation FL20472 R2 C CAC NI013078.08-R1 120-130 HS D5172.0l.pdf
requirements,and limits of use. FL20472 R2 C CAC NI013078.09-R1 120-130 HS D5172.01.pdf
FL20472 R2 C CAC NI013078_10-R1 120-130 D5172.0l.Ddf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL20472 R2 II ATR116 SS 2018-01-09.pdf
Verified By:Hennes F.Norero,P.E.Florida P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL20472 R2 AE PER5458 SS 2018-01-09.pdf
Created by Independent Third Party:Yes
20472.2 Series 120/130 Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20472 R2 C CAC NIO13078-RI 120-130-HS C6700.0l.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:N/A Installation Instructions
Other:See Installation Instructions drawing for product sizes,design FL20472 R2 II ADW-01 120-130.pdf
pressures,installation requirements,and limits of use. Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20472.3 Series 451/461 Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20472 R2 C CAC NI013079.01-R1 451-461 D4153.0l,pdf
Approved for use outside HVHZ:Yes FL20472 R2'C CAC NIO13079-R1 451-461 D4153.0l.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+25/-25 03/31/2020
Other:See Installation Instructions drawing for product sizes,installation Installation Instructions
requirements,and limits of use. FL20472 R2 II ADW-08 451 461 HS Fin Installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20472.4 Series 65/265 Impact Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20472 R2 C CAC NI012956.03 65 265 HS Impact D2519.0l.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+501-50 Installation Instructions
Other:See Installation Instructions,ATR060,and Product Evaluation FL20472 R2 II ATR060 SS 2016-05-09.pdf
Report,PER4301,for product sizes,installation requirements,and limits of Verified By:Hermes F.Norero,P.E.Florida P.E.73778
use. Created by Independent Third Party:Yes
Evaluation Reports
FL20472 R2 AE PER4301 SS 2016.06-09,pd•.f
Created by Independent Third Party:Yes
20472.5 Series 8100/1100/3100/10/1000/200 Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20472 R2 C CAC NI013080.01-RI 8100-1100-3100-10-1000-200
Approved for use outside HVHZ:Yes HS D9514.01.12df
Impact Resistant:No FL20472 R2 C CAC NI013080-R1 8100-1100-3100-10-1000-200 HS
Design Pressure:+30/-30 D9514.01.pdf
Other:See Installation Instructions drawing for product sizes,installation Quality Assurance Contract Expiration Date
requirements,and limits of use. 03/31/2020
Installation Instructions
FL20472 R2 II ADW-08 8100-1100-3100-10-1000-200 HS.odf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
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Page 3 of 3
Evaluation Reports
Created by Independent Third Party:
i
20472.6 Series 8900/90/8000/1800/3900 Horizontal Sliding Window
Limits of Use Certification-Agency Certificate
Approved for use in HVHZ:No F1,20472 R2 C CAC NI012955 8900 HS B8807.01.odf
Approved for use outside HVHZ:Yes FL20472 R2 C CAC NI012955.01 8900 HS B8807.01.ndf
Impact Resistant:No FL20472 R2 C CAC NI012955.02 8900 HS B8807-Qj.-.pdf
Design Pressure:N/A FL20472 R2 C CAC NI012955.04 8900 HS B8808.01-801-47.adf
Other:See Installation Instructions,ATR117,and Product Evaluation Quality Assurance Contract Expiration Date
Report,PER5464,for product sizes,design pressures,installation 12/31/2019
requirements,and limits of use. Installation Instructions
FL20472 R2 II ATR117 SS 2018-01-09.odf
Verified By:Hennes F.Norero,P.E.Florida P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL20472 R2 AE PER5464 SS 2018-01-09.adf
Created by Independent Third Party:Yes
i
i
i
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�`. INSTALLATION NOTES: Alpum
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ATRIUM CORPORATION ;`,ti'
r SHOWN. R'IX Do Ts AXD D 0 a A
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM SERIES 120/130 ATRIUM WINDOWS AND DOORS
NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OF THE �sssow
MAXIMUM SIZE LISTED. e.uns.3Duls(M'
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2
HORIZONTAL SLIDER vx:Nu s3�-IG96 IAL tZ1<WZad736
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., Z:
WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT r/i m m X
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. p r Z O Q i a
0 m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING .My H ¢ p S--d a a 3 9
^
SHIM(5).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE O w (0 m m a a-
SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED n e7 Z 2.1 d�I
OF HIGH DENSITY PLASTIC OR BETTER. -
GENERALNOTES:
Ccr O m�
S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE#10 W a
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED F y
to m
WOOD-SCREWS THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 O g
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TO COMPLYE CURRENT I AND CURRENT FLORIDA
BUILDING CODE(FBC),EXCLUDING HVHZ x a W a
AND HAS BEEN
6. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO EVALUATED ACCORDING TO THE FOLLOWING: TABLE OF CONTENTS J z a
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 • AAMA/WDMA 101/I.S.2/A440-05/08 r i
INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11% SHEET REVISION SHEET DESCRIPTION
4 _
INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY REMARKS BY DATE
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM 1 C GENERAL&INSTALLATION NOTES
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED A-FBC Sth ED.CODE CHANGE SM 06.03.14
7: THROUGH FRAME:FOR INSTALLATION INTO METAL STUD OR APPROVED 2 C ELEVATIONS
MULLION USE#10 GR..5 SELF TAPPING SCREWS THROUGH THE FRAME OF PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF 9-74"X63"DP REVISION tAGi7
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 C ANCHOR LAYOUTS C-FBC 2017 CODECHANGE
BEYOND METAL FRAME SUBSTRATE. INSTALLATION.
4 C VERTICAL SECTIONS&GLAZING DETAIL
8. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 C HORIZONTALSECNONS IMe�xovwi xor.eieaouuaow aie
SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE WiMOUfNAnTaVC9xSEM Oi MtpxG D0.0�WG
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE .�Pp,GT10N5•"p0A10Nx"w""Gx""c*00.°s"t^
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR s*oµs oomavrtxorenr�ncoaxo
9. THROUGH FIN:FOR INSTALLATION INTO METAL STUD OR APPROVED THE PROJECT OF INSTALLATION. Digitally signed6yjQX.➢Nomm.P.E
-. MULLION USE#8 GR.5 SELF TAPPING SCREWS THROUGH THE FIN OF Reason:I a��qq��aPAt66
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND Date:20 9Yj: ,D5
nt
SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF3THREADS PENETRATION \iG" V
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF
BEYOND METAL FRAME SUBSTRATE. �Q�
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE MAX OA SIZE
5 REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR `Z O
30. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, DESIGN MISSILE IMPACT •�
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE CONFIGURATION PRESSURE RATING 7
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. WIDTH HEIGHT r
WITH THIS DOCUMENT IN NON-HVHZ AREAS.
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF :• T T qF
CORROSION RESISTANT MATERIAL OR HAVEACORROSION RESISTANT 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS 74" SO" XO +/-50 PSF NON-IMPACT /
COATING. PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 74" 63" XO +/-35 PSF NON-IMPACT i Ox,
$ 6. WINDOW FRAME MATERIAL:PVC 108" SO" XOX +/-50 PSF NOWIMPACT '����SS/••••••••�C�G\���`
5 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 7, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO 108" 63" XOX +/-30 PSF NON-IMPACT
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED a.OWA PX_xa 7377a
FACE SHELL OF BLOCK. a
IN ACCORDANCE WITH THE CURRENT FBC ueoix c oRa
see a uM MOPs,we
e1w. ale
5 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR EBPE CERT.of wmoavwna xo 2ss7a
.E MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS
F
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM CHARTS.SEE SHEET 4 FOR GLAZING DETAIL. FL#:
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. F L20472
9- ALL SILL PENETRATIONS(WHETHER OR NOT FILLED WITH AN
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON INSTALLATION ANCHOR)ARE TO BE OVER SEALED WITH AN
DATE: 10.03.17
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
APPROPRIATE SILICONE SEALANT.
c A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55. DWG.B CHK.BY:
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSI. AR/AG HFN
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH SCALE: NTS
s MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS •I
E TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSI. DWG.#: ATR116
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SECTION:
E.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 GA.WALL
THICKNESS.
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF
1/16"(0.0625"). OF 5
� r
WUM
� B'IXDDrss 4�n aouzs
ATRIUM WINDOWS AND DOORS
9001 AMBASSAOON ROW
D.AIUS,tL1tA5 nzaT
UNIT MAX. UNIT MAX. PH:III4IG37-D696 FMI(224)424{7H
WIDTH 74" WIDTH 108"
SASH MAX. D-L.O MAX. SASH MAX. D.LO MAX. Z P
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f WIDTH 36" WIDTH 33% WIDTH 35 6' WIDTH 32%8' vi 4 c
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UNIT MAX. D.L.O.MAX. UNIT MAX. D.LO.MAX.
HEIGHT D "x" "O" HEIGHT HEIGHT p "x" "0" "X" HEIGHT P
63" S G 57%s' 63" S G 571%6" r
SASH MAX. q SASH MAX. S REMARKS BY DATE
HEIGHT HEIGHT
A-FBC 5th ED.CODE CHANGE SM 06.03.14
601yi8" / / / B-74"X63"DP REVISION SM 06.03.14
C-FBC 2017 CODE CHANGE AG 10.03.17
B B xn m n
4 4 ANOfXALLNOT RF flF➢40000:DiN WHOLE ORPARt"'E
WITHOUT WMTFN CDNSEHTOi&11011nG DROPS,WG
TYPICAL ELEVATION TYPICAL ELEVATION �xERATWxS,AOdO0x5,NGNUGM NG ORO MFR
GS TOT��D��E�KOT�RiED AHD
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UNIT MAX. UNIT MAX. (�j�:" ;�.f3
WIDTH 74" WIDTH 108" :O
$ 7
SASH MAX. D.LO MAX. SASH MAX. D.L. MAX. �,k
WIDTH 36" WIDTH 331/4" WIDTH 35%8' WIDTH 321y" 'O T T -
a c a c O"''. C Op:'�44-1
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UNIT MAX. S S D.L.O.MAX. UNIT MAX. S S D.L.O.MAX.
HEIGHT •X" "O" HEIGHT HEIGHT ^%" ^p^ "X" HEIGHT FL#:
50" 45" SO" 45Y16" FL20472
SASH MAX. SASH MAX.
EIG T HEI%T r r DATE: 10.03.17
DWG.B: CHK.BY:
AR AG HFN
E 4 4 SCALE: NTS
TYPICAL ELEVATION TYPICAL ELEVATION DWG.#: ATR116
SECTION:
E OX CONFIGURATION XOX CONFIGURATION
OF 5
ail JM V M
C
m'1`:O05i i a�0 D00 a
ATRIUM WINDOWS AND DOORS
20"MAX. 6"FROM CORNER 20"MAX. 6"FROM CORNER saornxrean R-
6"FROM O.C. HEAD/SILL,TYP. 6"FROM O.C. ��� 'I HEAD/SILL,TYP. TE)AS)slar
CORNER,TYP. CORNER,TYP. N+:N1aI6K37-2631a5sG Rnt:Iuaµxsari�
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REMARKS BY DATE
ANCHOR LAYOUT ANCHOR LAYOUT A-FBCSth MODE CHANGE SM 06.03.14
... OX CONFIGURATION-THROUGH FRAME XOX CONFIGURATION-THROUGH FRAME &74°%63°DP REVISION SM 06.03.30
C•FBC 2017 CODE CHANGE AG 10.03.17
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DATE: 10.03.17
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OX CONFIGURATION-THROUGH FIN XOX CONFIGURATION-THROUGH FIN ATR 116
SECTION:
OF 5
%6'ITW TAPCON
CONCRETE/MASONRY INSTALLATION ANCHOR
BY OTHERS CONCRETE/MASONRY �} TM
c SEALANT BETWEEN 11/"MIN EMBEDMENT BY OTHERS 11/2"MIN. 1 Vm
¢ EDGE DISTANCE S I K D O x 3 AND D 0 0 4 5
CONCRETE/MASONRY&2X
SEALANT BETWEEN ATRIUM WINDOWS AND DOORS
WOOD BUCK BY OTHERS CONCRETE/MASONRY&1X EmsnmRnssnOOR Row
WOOD BUCK BY OTHERS 107-2 TF+A575M7
2X WOOD BUCK BY OTHERS ` • , p_•- 11/4"MIN. Px:In<IG37-:G96 iacDs<wza.G73a
EMBEDMENT
#8 WOOD SCREW a 3 ii 4;
/4 MIN.EDGE 1X WOOD BUCK BY OTHERS a z
INSTALLATION ANCHOR DISTANCE o
EXTERIOR FINISH EXTERIOR FINISH -
BY OTHERS BY OTHERS o Z z
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HEIGHT HEIGHT 'QC o m
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SEE GLAZING SEE GLAZING
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B•74'K63'DP REVISION SM 06.03.14
_ C-FBC 2017 CODE CHANGE AG 10.03.17
A VERTICAL SECTION VERTICAL SECTION
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INSTALLATION ANCHOR
DISTANCE ATR116
DWG.a:
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4,) SILL-PRECAST CONCRETE ASTM E 1300 GLASS CHARTS. n
THROUGH FRAME V OF 5
3 THREADS MIN. 1 1/2"MIN. CONCRETE/MASONRY BY OTHERS
PENETRATION BEYOND EMBEDMENT k
METAL STRUCTURE SEALANT BETWEEN
METAL STUD FRAMING CONCRETE MASONRY&2X
1/4"MAX. 1/4"MAX. / ATF ��` Um
r BY OTHERS SHIM SPACE SHIM SPACE WOOD BUCK BY OTHERS WIN' D Q; a1X n D I a
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#10 SELF-TAPPING SCREW BY OTHERS 9001"�L00PR0M
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BY OTHERS A-FBCS[hED.CODECHANGE SM 0&03.14
p HORIZONTAL SECTION F HORIZONTAL SECTION B-74°X63'DP REVISION SM 06.03.14
C•FBC 2017 CODE CHANGE AG 10.03.17
5 OPERABLE JAMB-METAL STUD FRAME 5 OPERABLE JAMB-2X WOOD BUCK
THROUGH FRAME THROUGH FRAME aim aon.i"4
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EXTERIOR FINISH DETAIL
DATE: 10.03.17
BY OTHERS G HORIZONTAL SECTION DW R : CHKHF
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UNIT S MEETING STILE SCALE: NTS
E WIDTH DWG•N: ATR116
E E HORIZONTAL SECTION SECTION:
5 FIXED JAMB-METAL STUD FRAME
THROUGH FLANGE
OF 5
Page 1 of 4
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL20100-118
Application Type Editorial Change
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Atrium Windows&Doors
Address/Phone/Email 300 Welcome Center Blvd.
Welcome,NC 27374
(336)731-9312
tsmith@atriumwindows.com
Authorized Signature Thomas Smith
tsmith@atriumwindows.com
Technical Representative
Address/Phone/Email ALL WORK SHALL COMPLY
Quality Assurance Representative
NATIONALFLORIDAEL fiUIL®IEVG CODE,WITH PREVAILING
Address/Phone/Email AND THE ETY�'�I(°s�®®F, `
Category Windows
Subcategory Single Hung
�fyV
"'ram
Compliance Method Certification Mark or Listing CITY
Certification Agency National Accreditation&Management Institute ��t�� s rn•
Validated By National Accreditation&Management Institute o
I
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005 I
i
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option A
Date Submitted 07/30/2018
Date Validated 07/30/2018
Date Pending FBC Approval
Date Approved 08/05/2018
Summary of Products
FL# Model,Number or Name Description
20100.1 Series 120/130 Single Hung Single Hung Window
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%... 2/27/2019
Page 2 of 4
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI013111.17-R1 120-130 C2322.01-801-47.pdf
Approved for use outside HVHZ:Yes F_L_2010_0 R8 C CAC NI013111,18-R1 120-130 D2322;01 801-47,Qdf
Impact Resistant:No FL20100 R8 C CAC NI013111.21-R1 120-130 D5170.01-801-47-
Design Pressure:N/A D2322.01-801-47.pdf
Other:See installation instructions and certificates for design pressures, FL20100 R8 C CAC NI013111 22-R1 120-130 D5170.01_801-47-
sizes,installation requirements,and limitations of use. D2322.01-801-47.pdf
FL20100 R8 C CAC NI013111.23-R1 120-130 D5168.01-801-47-
96696.01-,801.47.pdf
FL20100 R8 C CAC NI013111.24-R1 120-130 D5168.01-801-47-
C6696.01-801-47.pdf
FL20100 R8 C CAC NI013111.25-R1 120-130D5171.01-801-47-
D2322.01-D5167.0l.pdf
FL20100 R8 C CAC NI013111.26-R1 120-130 135171.01-801-47-
D2322.01-D5167.0l.pdf
FL20100 R8 C CAC NI013111.27-RI 120-130 D5171.01-801-47-
D2322.01-D5167.0l.pdf
FL20100 R8 C CAC NI013111.28-R1 120-130 D5171.01-80147-
D2322.01-D5167.01.pdf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL20100 R8 II ATRI13 SS 2018-01-09.pdf
Verified By:Hermes F.Norero,P.E.Florida P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL20100 R8 AE PER5463 SS 2018-01-09.pdf
Created by Independent Third Party:.Yes
20100.2 Series 120/130 Single Hung Continuous Twin and Triple CHS Windows
Head and Sill(CHS)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI013111.01-R2 120-130 SH C6695.01-801-
Approved for use outside HVHZ:Yes 47.pdf
Impact Resistant:No FL20100 R8 C CAC NI013111.14-R1 120-130 C6710.01-
Design Pressure:N/A Q096 Ol;pdf
Other:See installation instructions and certificates for design pressures, FL20100 R8 C CAC NI013111.16-R1 120-130 C6710.01-801-47-
sizes,installation requirements,and limitations of use. C6696.0l.pdf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL20100 R8 II ADW-01 120 130,SH CHS ASSY-Installation pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.3 Series 150/160 Single Hung Single,Twin,and Triple Windows
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012954 150.160 SH B8797.0 Lpdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC NI012954.01 150 160 SH B8797.01.pdf
Impact Resistant:No FL20100 R8 C CAC NI012954.02 150 160 SH B8797.01.pdf
Design Pressure:N/A FL20100 R8 C CAC NI012954.04 150 160 SH C1749.0I.pdf
Other:See installation instructions and certificates for design pressures, FL20100 R8 C CAC NI012954.06 150 160 SH C1749.0I.pdf
sizes,installation requirements,and limitations of use. Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL20100 R8 II ADW-08 150 160 SH Mulled Installation.pdf
FL20100 R8 II ADW-08 150 160 SH Single Fin installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.4 Series 150/160 Single Hung Continuous Triple CHS Windows
Head and Sill(CHS)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012954.03 150 160 SH C1748.0l.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC NI012954.05 150 160 SH C5189.0l.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 12/31/2019
Other:See installation instructions and certificates for design pressures, Installation Instructions
sizes,installation requirements,and limitations of use. FL20100 R8 II ADW-08 150 160 SH CHS Installation Fin.pdf
Verified By:National Accreditation&Management Institute
http://www.floridabuilding.org/pr/pr_app_dtl.aspx.param-wGEVXQwtDgsSY4JywRcv/o... 2/27/2019
Page 3 of 4
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.5 Series 300/85 Single'Hung Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012991.04 300 85 SH C9843.0l.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC NI012991,•;05-300 85 SH C9986 01.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 11/30/2019
Other:See installation instructions and certificates for design pressures, Installation Instructions
sizes,installation requirements,and limitations of use. FL20100 R8 II ADW-01 300 SH Installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.6 Series 300/85 Single Hung Continuous Head Twin and Triple CHS Windows
and Sill(CHS)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012991.01 300 85 SH B8800.0l.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC NI012991._02 300 85 SH B8800;01_pdf
Impact Resistant:No FL20100 R8 C CAC NI012991.03 300 85 SH B8800.0l.ndf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other:See installation instructions and certificates for design pressures, 11/30/2019
sizes,installation requirements,and limitations of use. Installation Instructions
FL20100 R8 II ADW-01 300 CHS SH Installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.7 Series 375/95 Single Hung Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012994.02 375 95 SH D2323.0l.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC N1012994.03 375 95 SH 132324.01.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 01/31/2019
Other:See installation instructions and certificates for design pressures, Installation Instructions
sizes,installation requirements,and limitations of use. FL20100 R8 II ADW-01 375 95 SH Installation.pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.8 Series 375/95 Single Hung Continuous Head Twin and Triple CHS Windows
and Sill(CHS)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC N1012994 375 95 SH B8801.01.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC NI012994.01 375095 SH B8801.01.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 01/31/2019
Other:See installation instructions and certificates for design pressures, Installation Instructions
sizes,installation requirements,and limitations of use. FL20100 R8 II ADW-01 375 95.SH CHS_pdf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
20100.9 Series 5700/105/8050/3050/5/900/1050 Single Hung Windows
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI013150.01-RI 5700 Triple C6697.01-801-47-
Approved for use outside HVHZ:Yes C6699.0l.pdf
Impact Resistant:No FL20100 R8 C CAC NI013150.02-R]5700 Triple C6697.01-801-47-
Design Pressure:N/A C6699 01.pdf
Other:See Installation Instructions,ATR114,and Product Evaluation FL20100 R8 C CAC NI013150.03-R1 5700 Triple C6697.01-801-47-
report,PER5456,for design pressures,sizes,installation requirements,and C6699.0l.pdf
limits of use. FL20100 R8 C CAC NI013150.04-R1 5700 Twin C6698.01-801-47-
C6699.0l.pdf
FL20100 R8 C CAC NI013150.05-R1 5700 Twin C6698.01-801-47-
C6699.01.pdf
FL20100 R8 C CAC NI013150.06-111 5700 Twin C6698.01-801-47-
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%... 2/27/2019
Page 4 of 4
C6699.01.pdf
FL20100 R8 C CAC NI013150.07-R1 5700 Twin C6698.01-
C6699.01.pdf
FL20100 R8 C CAC NI013150.08-R1 5700 SH C6699.01.Ddf
FL20100 R8 C CAC NI013150.09-R1 5700SH C6699.0l.pdf
FL20100 R8 C CAC NI013150.10;R1 5700 SH C6699.01.pdf
FL20100 R8 C CAC NI013150.11-R1 5700 SH C6699.01.pdf
FL20100 R8 C CAC NI013150.12-R1 5700 SH C6699.0I.pdf
FL20100 R8 C CAC NI013150 13-R1 5700 SH C6699.01.pdf
FL20100 R8 C CAC NI013150.14-R1 5700 SH C6699.01.12df
FL20100 R8 C CAC NI013150.15-RI 5700 SH C69699.0l.pdf
FL20100 R8 C CAC NI013150.16 5700SH D9499.01-C6699.0 Lpdf
FL20100 R8 C CAC NI013150.17-R1 5700 D9499.01-C6699.0l.pdf
FL20100 R8 C CAC NI013150.18-R1 5700 D9499.01-C6699.01.pdf
FL20100 R8 C CAC NI013150.19-R1 5700 SH D9499.01-
C6699.01.12df
FL20100 R8 C CAC NI013150.20-R1 5700 SH D9499.01-
C6699.0l.pdf
FL20100 R8 C CAC N1013150.21-R1 5700 SH D9499.01-
C6699.01.Ddf
FL20100 R8 C CAC NI013150.22-R1 5700 SH D9499.01-
C6699 Ol,pdf
FL20100 R8 C CAC N10I3150.23-R1 5700 SH D9499.01-
C6699.01.1)df
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL20100 R8 11 ATR114 SS 2018-01-09.pdf
Verified By:Hermes F.Norero,P.E.Florida P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL20100 R8 AE PER5456 SS 2018-01-09.pdf
Created by Independent Third Party:Yes
20100.10 Series 8100/1100/3100/10/1000/200 Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL20100 R8 C CAC NI012911.01-R1 8100 SH D9519.0l.pdf
Approved for use outside HVHZ:Yes FL20100 R8 C CAC N1012911-R1 8100 SH D9519.0l.pdf
Impact Resistant:No FL20100 R8 C CAC NI013209-R1 8100 Mulled Triple D9518.0l.Ddf
Design Pressure:N/A FL20100 R8 C CAC NI013519 8100 SH D9517.01-801-47.Ddf
Other:See Installation Instructions drawing for product sizes,installation Quality Assurance Contract Expiration Date
requirements and limits of use. 02/28/2019
Installation Instructions
FL20100 R8 II ADW-08 8100 SH Installation Instructions FBC-Finless
Installation.pdf
FL20100 R8 11 ADW-08 8100 SH Installation Instructions FBC-Mulled
Finless Installation.Ddf
Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
I
0
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv/o... 2/27/2019
INSTALLATION NOTES: Al2L
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ATRIUM CORPORATION
c SHOWN.
SERIES 130 J UM WIN A;P D DOOR
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM ATRIUM WINDOWS AND DOORS
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE 9001 AMBASL100R AOW
MAXIMUM SIZE LISTED.
PH:""'0'ZWGFA%(2"H1Ac"°
° •1O�'s'6i
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2
SINGLE HUNG WINDOW
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., U
WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT '^ z E
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 3 9 z 0- m•9
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �? 0 3 S
SHIMIS).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE N 3 Z
SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER. GENERAL NOTES: W i z W
S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE$110 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED h
WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 g
HI TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN 2 <
EVALUATED ACCORDING TO THE FOLLOWING: TABLE OF CONTENTS z a
6. THROUGH FRAME:FOR INSTALLATION THROUGH IX BUCK TO a
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 • AAMA/WDMA/CSA 101/1.5.2/A44O-05/OS P
INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11%4 AAMA 45D-10 SHEET REVISION SHEET DESCRIPTION F
INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY 1 C GENERAL&INSTALLATION NOTES REMARKS BY I DATE
7. THROUGORAME:FOR INSTALLATION INTO METAL STUD OR APPROVED AND ZX FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM 2 C ELEVATIONS A-FBC Sth ED.CODE CHANGE SM 06.03.14
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
MULLION USE 010 HGR.T 5 SELF ACHIEVE
A MI SCREWS THROUGH THE FRAME OF C B{ERTAGENCV UPDATE LS 02.27.17
SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3THREADS PENETRATION PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 3 ANCHOR LAYOUTS-THROUGH FRAME
• BEYOND METAL FRAME SUBSTRATE. THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF C-FBC2017 CODE CHANGE AG 10.03.17
INSTALLATION. 4 'C ANCHOR LAYOUTS-THROUGH FIN
S. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD 5 C VERTICAL SECTIONS xs u x xcaa air Bm o.GDa a
SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND AxoswuLxor ee atanoouaDixwxo¢oR aAAT
WR"nnTWaliltNfANSBNIOi BUNLxG DROaS,IxG ,
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 6 C HORIZONTAL SECTIONS urtwiroxt ADomoxs,x�Gx°cxr�xr,,oamxta
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE uaauNG5T0gs°DacvWRcrm�isnO�i�D1N0
9. THROUGH FIN:FOR INSTALLATION INTO METAL STUD OR APPROVED RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR 7 C MULLION DETAILS&GLAZING DETAIL
MULLION USE NS SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT THE PROJECT OF INSTALLATION. Digitally sgniqpT F.No ,P.
Reason-h3A aRprpvi-•dA�d +ment
LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND Date �d4.C•9••0.9•
METAL FRAME SUBSTRATE. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND ��B °�i
m MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE.IF ` ,p
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE ti `Z.�• -O
I 7 j.)
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. REQU REMENTS DETAILED HEREIN,A LICENSED ENGINEER OR 7
ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE * ..
WITH THIS DOCUMENT IN NON-HVHZ AREAS.
11. INSTALLATION ANCHORS AND AS
HARDWARE MUST BE MADE OF •O T T
%
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT MAX O.A.SIZE
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS DESIGN MISSILE IMPACT O
3 COATING. PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. CONFIGURATION RATING •••.....• ��
� WIDTH HEIGHT PRESSURE � F •• G �
s %
12HOLLOW
FILLED BLOCK,DO
JOINTS.EDGE DISTANCE IS NOT INSTALL 6. WINDOW FRAME MATERIAL,PVC
INSTALLATIONANCHORS INTO 53" 77" O/X +/-50 PSF NON-IMPACT
y MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO xo•vE
FACE SHELL OF BLOCK. 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO 48" 108 O/O/X +/-SO PSF NON-IMPACT LORDAASUMN P.C.H.7�°
CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED BBB C DMA BEACH MW.0 3M
IN ACCORDANCE WITH THE CURRENT FBC. 7235" 108 O/DOUBLE O/X +/-50 PSF NON-IMPACT DWA BEACI,it
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FBVC CERT.of AUTHORmA m N.a°sm
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 96 84" DOUBLE O/X +/-35 PSF NON-IMPACT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS FL Ill:
p STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHARTS.SEE SHEET 7 FOR GLAZING DETAIL 309" 77" TRIPLE O/X '+/-SO PSF NON-IMPACT F L2 0100
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON DATE: 10.03.17
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55, DWG. : CHK.BY.'
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. AMG HFN
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
E MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS SCALE: NTS
9 TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. ATR113
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH DWG.fJ:
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SECTION:
i; E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 GA.WALL
c THICKNESS.
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF
1/16"(0.0625").
OF7
UNIT MAX. O.A.MAX.
WIDTH48" D.LOMAX. WIDTH721"
SASH MAX. D.L.O MAX. WIDTH 674" C
UNIT MAX. WIDTH 45 /6'
AIRgUAl
WIDTH 538' C WIDTH 43�" 5 w[w p p r; A%(, 0 0 0 a s
5 Ho.. ATRIUM WINDOWS AND DOORS
j9001 AMBASS4O00.ROW
SASH MAX. H4,. 6 DALu6.rERAfin247
WIDTH 50%" D.L.O MAX. 6 /� F PH:1214)637-26%FA%:(214)42"734
WIDTH 48t/4" F .0. 6 K.O.L pj
A 6
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6� �� �� M� z � 5Pg3
6 6 �/ O.A.MAX. E
E "O" O.A.MAX. E HEIGHT 6 > o W o
6 D HEIGHT 6 „Dn 10 „ 5 �W W m" s
UNIT MAX. 1081 S Z I-
O.A.
UNIT MAX. /
HEIGHT UNIT MAX. HEIGHT �
77" HEIGHT / 72"
72" SASH MAX. I D.LO.MAX. F
SASH MAX. D.L.O.MAX. SASH MAX. D.L.O.MAX. HEIGHT nX, HEIGHT
HEIGHT „Xn HEIGHT HEIGHT nXn HEIGHT 35" 7 32%" REMARKS BY DATE
5 A-FBC 5th ED.CODE CHANGE ISM 06.03.14
37 34%' 35' 32/s" I �� ��
B{ERTAGE UPDATE L5 .117
COD 10
D.LO MAX. C•FBC 2017 CODE CHANGE AG 30.0303.17
J� B M SASH MAX. WIDTH 31-%6"
B g 5 5 WIDTH 3316" UNIT MAX. u N H PR P Rrro 4uHol oP
AND6NALLNOf BE 0.[P0.0DUCED IN WN01l00.PART
5 5 WIDTH 36" WDXOUf WRITRN G7N3ENi Oi BURDINGDROP3.INL
AUEMRIDNS.ADDI7,ON6,H*HUDHfING.OROIXEA
TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION
SINGLE HUNG O.A.MAX SINGLE HUNG W/TRANSOM TWIN SINGLE HUNG W/TRANSOM ```31111111111"I'
WIDTH 962" O.A.MAX. ���%��$F• O ���i
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SASH MAX. WIDTH 109" (vQ :'
WIDTH 45 8" D.L.O MAX. SASH MAX. \ �O
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WIDTH 31%" _^*- : -�" -.�•
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6 US E.DAMA BEA BLVD.1 33e
UNIT MAX. 5 �� �� DAMF B HO Fti OON H
HEIGHT FDPE aRr.of ABtxaazAnoH Ns:fis7e
UNITHTMAX. FL#, FL20100
a 84"
H 77 HT
SASH MAX. I D.L.O.MAX. SASH MAX. I D.L.O.MAX. DATE:
HEIGHT X. 7 .Xn HEIGHT HEIGHT "X' HEIGHT 1�.�3.17
41" 38 ic' 371/" 7 34116" DWG.
CHKHFN
E // // // SCALE: NTS
E DWG.#: ATR113
UNIT MAX.yI g M UNIT MAX.
z 5 5 WIDTH 48" WIDTH 36" SECTION:
TYPICAL ELEVATION 5 TYPICAL ELEVATION 2
MULLED TWIN SINGLE HUNG MULLED TRIPLE SINGLE HUNG OF 7
6"FROM CORNER 20"MAX. 6"FROM CORNER �
6"FROM 'I HEAD/SILL,TYP. 6"FROM '--� D.C. I"~ HEAD/SILL,TYP.
CORNER,TYP. CORNER,TYP. ATREUM
N) N D 0 W S AND DOORS
']— ATRIUM WINDOWS AND DOORS
vmE unanssa°on V
DUEnt,TEluEs 75za7
6"FROM CORNER V (2)INSTALLATION ANCHORS .p. PN:1214)W-2M FM:l:E4142-
6"FROM HEAD/SILL TYP THROUGH MULL CLIPS PER
, .
CORNER,TYP. I �� INSTALLATION NOTES 5-7, % Lj
Z m
1 SHEET 1. 1
.D. 19 Y8 C7 a
.0. 19%11 .0. D. o Za a
r3 = m.am!
MAX.O.C. MAX.O.C. (D
/ OCR F Ooo 3
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A-FBC 5th ED.CDDE CHANGE SM 06.03.14
B-CERT.AGENCY UPDATE LS 07.27.17
C-FBC 2017 CODE CHANGE AG 10.03.17
ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT
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A-FBC Sth ED.CODE CHANGE SM 06.03.14
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EXTERIOR / B{ERTAGENCY UPDATE LS 0217.17
q VERTICAL SECTION C VERTICAL SECTION C-FBC2017 CODE CHANGE AG 10.03.17
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BY OTHERS A-FBCSthED.CODECHANGE SM 06.03.14
E HORIZONTAL SECTION G HORIZONTAL SECTION e{ERTAGENCY UPDATE .03.17
C-FBC 2017CODE CHANGE A AG 10 10.03.17
6 SINGLE HUNG JAMB-METAL STUD FRAME 6 SINGLE HUNG JAMB-1X WOOD/CONC./MASONRY
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F HORIZONTAL SECTION H HORIZONTAL SECTION SECTION:
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EXTERIOR SILICONE \ DETAIL a
HORIZONTAL SECTION 1 INTERIOR K VERTICAL SECTION REMARKS BY DATE
A-FBC 5th ED.CODE CHANGE SM 06.03.14
B-CERT.AGENCY UPDATE LS 02.27.17
7 1/2"VERTICAL MULLION Y2"GLASS 7 1/2"HORIZONTAL MULLION C-FBC 2017 CODE CHANGE AG 10.03.17
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FRAMES(OFFSET)AT 4"FROM ENDS& / F L20100
27"O.C.THEREAFTER SEE GLAZING
EXTERIOR DETAIL DATE' 10.03.17
6 DWG.B: CHIC BY:
HORIZONTAL SECTION ARIAS HFN
E L VERTICAL SECTION SCALE: NTS
e 7 11/4"VERTICAL MULLION 7 11/4"HORIZONTAL MULLION DWG'#: ATR113
E (OPTIONAL) (OPTIONAL) SECnON:
E • 7
OF7
m
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: '`-
Date Received: t 141
Site: zigkke,
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
e r
I
This comment sheet-shall be kept with the permit and/or plans.
//4- MAR. 2 4 2019
Kalvin Switzer—Plans Examiner Date Contractor d/or o em6er
(Requirdl when comments are present)