HomeMy WebLinkAbout18-20353 CITY OF ZEPHYRHILLS
.5335-8TH STREET
(813)780-0020 20353
BUILDING PERMIT
PEKMIT.INFORMATION <' ,:,:, LOCATION.-INFORMATION
Permit Number: 20353 Address: 37550 GILL AVE LOT 272
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: MOBILE HOME PARK Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0170-00000-2720
Improv. Cost: 9,800.00 OWNER INFORMATION
Date Issued: 10/18/2018 Name: SIMPSON, OLIONE JR& BUYTAS JUDY
Total Fees: 202.50 Address: 37550 GILL AVE LOT 272
Amount Paid: 202.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/18/2018 Phone: (810)730-0628
Work Desc: LANAI CHANGED INTO GLASS ROOM HANDICAP ACCESSIBLE
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 135.00
HOMEOWNER ELECTRICAL FEE 67.50
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Ins ections Required
F OTER 2 D ROUGH PLUMB MSC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for .
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CO CTOR GNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: Txd L
Date Received:
Site:
Permit Type: P/T�C� /1 ° �,41
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: O
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Ale e A Ile-
This comment sheet shall be kept with the permit and/or plans.
Ka vi er—Plans Examiner Date Co acto and/or Ho owner
( equired when comments are present)
IIIIIII
111 11112111711 11111
2018177
Rept:199EI129 Rec 10.00
DS: 0.00 IT: ;.00
ions/2018 K. D. K. , Dpty Clerk
`�NE1L,PLERK & COMPTROLLER
PAULA S.o, h_D_PASC0 C
Ngn(_M OF 10/18/2018 0151 m I
OR BK 9864 PG 3496
Permit xo.
THEUNDOMONM haft give Inform you tbatthe bripmract vnll be made to certain real pWaW,and in mwhm with
Section 713.13 ofthe Florida Sbftte%the following Womadon is*v1ded In this NOTICE OF COMUNCEmyM.
lMWQttiWofpvpczly(kgddcrcrWq#:) s,5e_5,seJ,cif e1h4c")q-3i(_-TqaAsA0 z9x,4 er
a)Street Addmmmsa:
2.0encral des cm of Gs
3.0w=hificustion I
RiNmused : Ta4 &t, s 3 755-0 G 3zy.?_
b)Name and addrese,of fee simple tit holder(if c4her#to owner)
C)kftted jWF40perty
4.Conlracw Tnfo= ioit 3 7
a)Name Sad addrou.. 'Tal Kai_ iff 7iW �yAZls Tq,3W2--
b)TW;pb=6 No.: f I=No.(OPL)
a)Nam od addresses
b)Awo=1 ofBohd:
q)Telghm Np,: Fax No.(Opt.)
61=dur
a)Name and address:
_Phaa,No.
by "crum wliqMueficts Q7o%ci40M1q!=t maybe acrw&
a)Name and addres:
b)Telghove No.: Fax No.(Opt)
81a addition to hW=14 owner desigmaes the followiog pwou to racclyc a copy ofthe Licnes Notice as'provided in Section
713.13(l)(b),Florida Statutes:
a)Naine aad addrc=
b)T-clophout No.: Fax No.(Opt)
91viradon date of Notice of Commencement(site ovirstlon dift fs one year fto the date_of_=_m@_og_Qw_a dffd=t loco Is
WARNING fit)OWNEit: A14Y'0A*MBRT9Ukil*BY'TH9OWM3tAi M_ _ THE ni=Aia0N6F THE kdTJCZ0P*
COMMMEMM ABU CONSIDERED VOROPER,P*YiWdS UNDER CHAPM 713,PART 1,SEMON 713.13..
FLORIDA STATUTZ$,;AND CAN RESULT IN YOUR PATV#G TWICE FOR VOROVRIVIRIM TO YOUR rROPERTY.
A NOTICE OF COMONCENIENT MUST BE RECORDED AM POSTED ON ME JOB SUN BEFORE THE MW
mmcrm.IF wor razwo To OBTAIN FwAllcm,commT Youk LmzR OR AN ATTORNEY Bum
comwam woRx OR RECORDINQ YOUR NOTICE OF CObolm
STATE OF FLOMA
COUNTY OF PASCO 7 OdSoarDi
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The Was acknowledged bdbm me this OL46y of 20_&by
q&K as (type ofautharfty,a.&otter,trwhX6 sumney
in fact)fDr j (name ofparty on bchW tastrumma -ftd)
MIA)
Type of1dentification Produced
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Verification pursuant to Section 92M5,Florida Statifti.Under P=81tift 0fVWjWY,I declare that I bave read the foresoLn and thud
the bzft stated in it we true to The best of my kwwlcd&e god beget
JACOUELINE BOLES
Commission#FF 150422
Expires December 12,2018
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813-780-0020 City of Zephyrhills Permit Application Fax-8, 13-780-0021
Building Department
Date Received Phone Contact for Permitting' -YO 7 SO
..... ....
Owner's Na'1 e nT 1PA , ✓ Owner Phone Number1-5?/0
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2 i 'I
Owner's Address Owner Phone Number
Fee Simple7itleholder Name 0 v Y Owner Phone Number
Fee Simpler Titleholder Address [3 Zs S;,0
JOB ADDRESS ZG522 LOT#
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(411 /XV1�?4� �2 PARCEL SUBDIVISION 4 - _ ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR R ADDIALT SIGN DEMOLISH
e INSTALL REPAIR
PROPOSED USE Q SFR Q COMM OTHER
TYPE OF CONSTRUCTION D.t BLOCK Q FRAME STEEL
DESCRIPTION OF WORK A; "V
!SIZE SQ FOOTAGE= HEIGHT
-BUILDINGj,
=BUILDING $
VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS ENERGY , 0 W.R.E.C.
=0,,LUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
L
=6AS ROOFING- 0 SPECIALTY OTHER
FINISHED,FLOOR ELEVATIONS FLOOD ZONE AREA =YES N
h6�k6K
BUILDER COMPANY
3 1
SIGNATURE L;
REGISTERED Y/ N . FEE CURREN Y/N
Addtiss
License#,
ELECTRICIAN
#,---COMPANY
'SIGNATURE REGISTERED Y/,N FEE CURPtN
Address' License
PLUMBERS COMPANY
SIGNATURE
REGISTERED Y/ N'-,, FEE-WNEK-
Address- License# 77
MECHANICAL COMPANY,
SIGNATUR-E, 'REGISTERED FEEiCURREN
Address License#
..OTHER;, 4. COMPANY
SIGNATURE ,REGISTERED Y N FEE CURREN.
A d,dresp License#
.......... 11 1 HH l+!HHHIHHH I!Hills!11!!fill! Hi jt!I H-!H,171 h_!44,14
Attach.(�j'�.l�tp!ani-,�'(2)s6ts,ofBuildihg?" "(1.)set OiEhergy.F6rms;_R-"0"-W P6rmkfo?hew.construction,_
RESIDENTIAL lans,
Minim'um tdrf(l 0y'working da"ys after iuibmittal'date.�-Required drisite,ConstructionPlans,StormWater Plans wt8ilt Fence instilled,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisl6instlarge projects
..; COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety page;(1)set of Energy Forms.R-O-W Permit for new construction.
'Minimurn'ten(1,Q)working days after submittal date., Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary.Facilifies&I dumpster.Site Work Permit for ail"ne"w"'projects.All commercial requirements must In.eet compliance
SIGN PERMIT Attach(2)Sets'ofEngineered Plans..
****PROPERTY SURVEY required for ill NEW,construction.
.... . ......
---------------- ---
Fill out application completely.
Owner&'Contreictdr sign,back of application,notarized,
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for-the contractor).1br Power-of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
'6Vk'lt'THE-.C,OUNTER,PERMi,r.rlNd ,, (copy of contract required)
ker6blisl Shingles Sewers Service Upgrade's Aid`-* Fences(PlottSurVey/Footage)
Driveways-Not over Counter if on public roadways..nedds ROW
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NOTICE OF DEED, RESTRICTIONS: The.undersigned understands that this permit may be subject to"deed" restrictions"
which maybe more'restrictive than County regulations. The undersigned.assumes responsibility fbr compliance;with:any,.. y;.
applicable deed:restrictions.
UNLICENSED CONTRACTORS,AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work; they may be required to be licensed in accordance.with state and local regulations."If'the
contractor is not licensed as required by law,. both the owner and contractor may be cited for is misdemeanor violation
understate law. if4he owner or intended"contractor are uncertain as-•to-what-licensing requirements may-apply for:ithe"- '
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at.727-84T-
8009. Furthermore, if the owner has hired`'' ,contractor or. contractors,. he,is advisedto 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 RECOVERY FEES: The undersigned understands...
that Transportation Impact Fees and-_Recourse-Recovery Fees may apply to the construction of new.buildings, change-of
use in existing buildings, or expansion of existing buildings,-as specified in Pasco County Ordinance number 89r 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 rp ior.to
receiving a "certificate of'occupancy" or final power release. If the project does not involve ':certificate of occupancy"ar
final power release, the fees must be paid prlor.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$Z500:00;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 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!>(,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. 1 certify that no 'work or installation has
commenced prior to issuance oUa permit and-that all work Will,be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and 'Iand development regulations in'Ithe jurisdiction. I also
certify that I understand that the regulations of other government agencies may-apply to.the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterM/astewater Treatments-
- 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 W"unless expressly permitted. li
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. t
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 undertthe attached permit application, foI.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;--pool s ,air conditioning,-gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical caries, norshall issuance of a permit prevent the Building Official from thereafter
requiring a correction of-errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless"the.work authorized by-such permit is commenced within six months of.permit issuance, or if work authorized by
the permit is suspended or*abandoned for a period of six(6)months after the time the work is~commenced. An extension
may be requested, in writing, from.the..Building Official for a-period•not.to exceed ninety (90) days and will demonstrate
justifiable cause for the extension:`If Work ceases for ninety(90)consecutive days,the job is considered abandoned:;
WARNING.TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE'FOR iM'PROVEMENTS70 YOUR PROPRRTY._IF YOU iNTEND,TO OBTAIN FINANCING,-CONSULT
WITH YOUR LENDER OR AN ATTORNEY.BEFORERECORDING°YOUR.NOTICE-OF COMMENCEMENT.
FLORIDA JURAT(F.ST117 03) _
OWNER OR AGENT / �-t "- _ co TOR — �=
S b crib and sworn (or ed)befarghe thi u cntsed"and-"�o {-r a mi ' befor a this I
Who is/are personally known t or has/have duced ,' Mho ish verso-alrt ly`.kngwn me or"fi /Have p duce„
rt _ras Identification. ( "��[L"� zi CLv1. .as an ca ron.
Notary Public Notary Public
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Name d 'n ed ar stem ed Name of Notary type �tl cAs Ion#FF 150422
;,;. a: xpires December 12;I2018
DEBRA ELAINE RUFFELL '�%P,'f;dq�d aoMod Thru Troy Fun lneurence
Commission#GG 045343
"r ,. Expires November 7,2020
'',fn °••' BondedThNTroyFainlnauranoe800-385.7019
GRAND HORIZONS HOMEOWNERS ASSOCIATION
APPLICATION FOR APPROVAL
OF
EXTERNAL ARCHITECTURAL OR LANDSCAPING
IMPROVEMENT,-ALTERATION, ADDITION,
DELETION OR REPAIR
Date: ' }"" 7 -- /
To:'Architectural and Landscaping Committee (ALC)
From: OWNER J-11old yr- LOT #
ADDRESS_
o-
REQUEST FOR: Preliminary Approval
Final Approval
I, the undersigned owner, hereby request approval of the following
described external architectural or landscape improvement,
alteration, addition, deletion or repair as required by the Grand
Horizons governing documents:
C�
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Plans are attached: Yes No
Owners Signature:
Owners Printed Nam ZL - cf .I 0:
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
j—u 1, have read and fully understand and
agree to the provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, that he or she
actually occupies, or will occupy by said domicile, and same is notfor
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
5. That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
6. That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. ,
A written request from this office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc. , where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction to be done by licensed contractors. You have
applied for a permit under an exemption to that law. The exemption allows
you,- as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $75,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 year after
the construction is, complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. . You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. It is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning flegulations.
OWNER'S SIGNATURE 1,,�2� Z� DATE P
ADDRESS
PHONE
WITNESS PERMIT #
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REVIEW UATE
CITY(OF ZE,PHYRHILLS
PLANS EXAMINER
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ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES x
MIAMI•DADE
® MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if.it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-200"Aluminum Single Hung Window—N.I.
APPROVAL DOCUMENT:Drawing No.MD-SH2O0-01,titled"SH Window Installation"sheets 1
through 8 of 8,dated 05111/11,with revision D dated 06/16/17,prepared by manufacturer,signed and sealed
by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELL 1G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0505.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0630.02
MIAMI•DADE COUNTY li/ (p '4 Expiration Date: September 01,2021
Approval Date: October 26,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No' 11-0614.01)
2. Drawing No.MD-SH2O0-01,titled"SH Window Installation" sheets 1 through 8 of 8,
dated 05111/11,with revision D dated 06/16/17,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of series SH-200 aluminum
single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report
No.FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 11-0614.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6t'Edition (2017) dated 10/12/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014), dated 05/22/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 1 S-0528.22)
3. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-61' Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
Jorge M.Plasencia,P.E.
Prod et Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0505.02, issued to PGT Industries, Inc. for their Series
"SH-200"Aluminum Single Hung Window-N.I.,approved on 06/16/16 and expiring
on 09/01/21.
J
I
Jorge M.Plasencia,P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01,2021
Approval Date: October 26,2017
E-2
TABLE 1:
TABLE2: PRODUCT REVISED
Maximum Monolithic Glass Types as cam in with the Florida
Sash Height2 Design Pressure(Ibslft)for Glass Type A, Fin 8 Flange Frame Yp solidia®ll
Window Non Nq. i7 0630.02
Height' (see Figure A,this sheet) Maximum Window Width' A 1!8"Annealed HOA-No.
oate0-0630.02
19-1/8" 26-1/7 33` 3-r 4r 45" 49' 53-1/8" B 1/8"Tempered
23" 11-9I18'(Equal Lite) +55.Q -90.p +55.0 -90.D +55.0 -90A 101/2021
+55.0 -90.0 +SSA I 90.0 +55.0 -90.q +55.0 .90.0 +55.0 _gp,Q C 3/16"Annealed BY
Mlam- e Product Cgatrol
under 18 9/16" +55.0 90.0 +55.0 -90.0 +55.0 -75.2 +55.0 55.E +55.0, 57.3 +50.2 50.2 +qq,g q4,g +39 g 59 g D 3116 Tempered
37° 18-9116' E 1!4"Annealed
(Equal Late} +55.0 -90.0 +55.0 -90.D +56.0 -84.2 +55.D -74.5 +55.Q 56.5 +56.0 5i.0 +56.0 -57.7 +55.Q 55.0
over 18 9116' t55.0 -90.0 +55.0 -90.0 +55.0! -75.2 +55,0 -65,5 +55-0 57.3 +50.2 -50.2 +44,81 -44.8 +39.91 .39.9 F 1/4"Tempered
under 15-718" +55.0 -90.0 +55.0 -87.1 +55.0 -73.4 +55.0 -53.8 +55.0 56.8 +50.0 1 56.0 +44.8 .44,8 +40.0 -40.0
,3"8" 15-7/8"thru 19-3/16's +55.0 -90.0 +55.0 i -90.0 +55,0 -78.7 +g5.0( -68.0 +55.0 58.5 +51,1, -51.1 +45.9 -45.9 +41.3 -41.3 TABLE 3:
1 Equal Lite) +55.0 -90.0 +55.0 -9D.0 +55.0 -82.? +55.0 -72.6 +55.0 -63.5 +55.0 57,9 +54.2, -54.2 +51.5 51.5 insulated Glass Types
over 19.1/4" +55.0 -90.0 +55.0 -87.1 +55,0 -73.4 +55.0 -63.8 +55,0 .56.8 +50.0 50.0 +44.8 -44-8 +40.0 -40.01/8-
._�"�'�-- i-
G i!8"Annealed,1/4"Altspace,1!B Annealed
under 19 9/16" +55.D 81.5 +55.0 -72.3 +55.0 61.3 +55.6 55.3 +50.5 -50.5 +45.8 45.8 +42.0 42.0 +38.7 -38.7 H 3116"Annealed,3116"Airspace,1/8"Annealed
45' 1991t6•thru 22-1/2"s +55.01 -90.0 +55.01 -87.9 +65.4 -74.0 +55.01 -64.3 +56.0 -56.9 +50,1 -50.1 +44.81 -44.8 +40.0 -40.0
i 118"Tempered,1/4"Airspace,1/8"Tempered
22 9M6•(Equal LRe) +55-0 _g0•Q +55.0 •90.0 +55.0 -78.8 +55.0 -66.1 +55.0 58.5 +51.1 51.t +46A, 46.0 +41.4 .41.4 J 3J16'Tempered,3/16"Aiispace,1/6"Tempered
over 22-9/16' +55.01 81.5 +55.0 -72.3 +55.01 •61.3 +55.0 i -95.3 +50.51 50.5 +46.81 .i5.8 +420 r 42Q +38.71 38.T
under 20.1/8' +55.0( -71.6 +55.0I .62.8 +55,0'1 -55.4 +50.3 -60.3 +45,9 i -45.9 +41.7 -41.7 +38.9 38.9 +38.2( 382 ` D
20 il8"thru 24112"9 +55.0 -90.0 +55.01 -825 +55.0 69,5 +55.0 51,E +55.0 -55.4 t49.3 49.3 +44.6 44,E +4Q,0 40.0 49` FIGURE A:SASH K O O
249l16'(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -76.4 +55.0 66.5 +55.0 57.g +50.4 50,4 +q5.0 45.0 +4Q,1 40.1 ci q Lt) O ,
GROSS SECi10N c z U) O
over24-9l16" +55.0 t -71.8 .+55.0 -628 +55.0 -55.4 +50.3 -50.3 +45.9 -45.9 +41.7, -4t.7 +38.9 -38.9 +36.2 -36.2 (WITH M., LITHIC Y n w 0 O
under2013J16 +65.0' 67.8 +55.0 -69.9 +53.3 53.3 +48.6 -48.6 +44,1 -44.1 +40,2 -40.2 +3T.fi 37.E +34,81 -34.8 GLASS) 03rc 'rPo
a +550. 898 . 60+55.0 •80.3 +55.0 -67.7 +55.0 . . . .2 +40,D i roa z a20.13/16" hru25516^
505t8" ZL
t253/8'(Equal Lite) +55.01 -90.0 .34 ++8.0 7 315 +44.94.9 +39,9I39.9 II o. .5 . j7 11
25. 8 + 5.0 -67.8 Co
over 3 , +34.8, -4.8. 4 . 3.
°^� �
undet24-15l16" +55A 56.0 +43.8 43.8 +41.9' 41-9 +39N
1' 391 +36.0 36.4 +32.6 326 +30.0 3D.0 +27,6 -27.6 7II!j } } of n
81' 341516`thru 30-1/2"s +65.0 00
-75.0 +55.0 .66.0 +55.0 57.4 +51 +47.4 .47.4 +43.2 -43.2 +39.9 i -39.9 +37.3' .37.3 II Z 6 c{309/16'(Equal Lite) +55.0 -87.9 +55.0 -75.8 +56,0 56E +55 +53.5 53.5 +48.7 -48.7 +43.9 -43.9 +39,91 -39.9 VISIBLE LIGHT �t SASH Q (�
HEIGHT I, HEIGHT < t,1
o�t30-9J1S" +55.0, -67.8 +55.0 -59.9 +53.3 53.3 +48.5 A8.5 +44AJ) -44.1 +40.2 -40.2 +3T6� -37.6 +34.81 -34.8 I (�
under25314° +54.7 54,7 +41,2 41.2 +40,3 40.3 +37.8 37.8 +34.6 34.E +31.3 31.3 +28.9 -28.9 +28.5 26.5 SASH HEIGHT-391i6 �j ® 2 js
63" 253/4"thru 31-1J2 s +55.0 -72.0 t55.0 53.2 t55.Q 7 +60,5 50.E +46,1 46.1 +q1,8 41.9 +39.0' 39.0 +36.3 36.3 i� W
319ti6"(Equal Lite) +55.0 83.9 +66.0 -?L7 +56.6( 64.8 +55.0 58.2 1+62.4 524 +47.9 -47.9 +43.3 -43.3 +39.7 -39.7 �1 ¢ t0 apaa
5.0 . +40.2D.2 +376oer 31-9116" +55.0 .87.8 +5 -85 +441 -41 -37.6 +34.8 .3.8 Ij Z a. . . .
under 29 3/4" +53.3 -53.3 +39.7 39.7 +39.1 -39.1 +36,7 -36.7 +33,4 -33.4 +30.3 -30.3 +280, -28.0 +25.8 -25.8 j `ter N
29 3t4"thru 361t2" +55.0 61.0 +52.0 52.0 +48.2 48.2 +44.0 _44.0 +40.1 44.1 +37A 37.0 +34.1 34.1 +31.4 31.d U 73" fo
to
369/16"(Equal Lire) +55.0 58.3 +55.01 -66.3 +52.1 52.1 +51.51 -51.5 +47.01 47.0 +42.7( .427 +39.6 -39.6 +37.0 -37.0 apt �rso say"s
over 369/16' +55.0 57.8 +55.0 56.3 +52.1 52.1 +48,5 -48.5 +44.1 -44.1 +4q.2 40.2 +37.61 37.E +34.8! 34.8
under 31-34 3 T53.3 +39,7 -39..7 +31 1 39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +280 -28.0 +26.8 -26.8 ` •',O.'eLYlAtI.
76, 31-314"thru 39"a ji+55.0 583 +48.0 +45.2 462 41.2 41.2 +37,9 . 4 . . . .61 -9.
WyGENSF •-Cw
39-1/16 (Equal Lite) +55.01 52.5 +5q.8 50.8 +46.3 -46.3 +45.2 45.2 +44.21 -44.2 +40.31 40.3 +37.7 37.7 +34,9 34.9 NOTES
'Tip-to-tip dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1", 1* No.58705 *S
20verali sash height.For clear daylight height,subtract 391161. 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8"
ANNEALED GLASS(TYPE A), I2-,'
a Size range includes the standard Pro-View(3-over--2 configuration)for the given Window Height. o r
For overall sash width,subtract 2-15/16'from the buck dimension, 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH FLORSOA,•' 1$�OR HEIGHT DIMENSION SHOWN ON THE TABLE. pis'•..,, ��`�
WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. A.LYNN MILLER,P.E.
P.E.N 58706
PRODUCT WEWIjtSio FDlrnida
ag.0M
00ita+na a 17.0630.02
TASLE2: - NDA-Nn•�----
MonoGthic Glass Types Exp+ration Date 0910412021
A 118"Annealed flyt cones
2 Glass TypeD'
,i Fin&Flange Frame s 1/8"Tempered Miamf Da
LE 4: a roaac fo
•rAB Design Pressure(lbstft r) , 3ws"anneated °
Mlaximum tl`/indow WirHh 4g„ 53418' C
A1" 45" +55.0 g0.0 D 3118"Tempe
Maximum Sash Helot? 37" +55.0 -g0.0 +55.0,-90.0 1/4"Annealed
Window (see Fi�I+e A.this sheet} 19118" 26112" " +55.4 90.0 +55.0 �0.0 +550 78.0 +55.0 72.9 E
Haight 90.0 +55.0I 30.0 +55.0 90.0 +55.0 84•3 +55.0 73.4 F 114"Tempe
+55.0 •90.0 +55.0 90.0 +55.0 A0.0 +55.0 $t.1
ual Ltte) +55A ,50,0 +55.0 +55.0 -90.0 +55.0 72•9 .-----
p„ 1i 9715'(EQ +55 0 .90.0 50.0 +55.q 9q.0 +55.Q 84.3 +55.0 78.0 - -
under 18 9116' +55 0 90.0 +55.D +55.0 �p•0 +55.p 68.5
+55.0 $0.0 +55.Q •80.D +55.0 -90.0 +55.0 -81.8 +55.0 75.0 TAaLEa:
1g81i6"{Equal We} +55A �0.0 90•0 +55.0 �•5 +55.0 -78.8 +55.0 71.2 insulated Glass TyPeS nealed
37" +55.0 .g0.0 +55.0 •90.0 +55.0 +55.0 -g7.9 1I4"Airspace,tt8"An F
Doer 189/16" +55.0 �0.0 +55.01 •0 +55.4 90.0 +55.0 78.8 +58.0 •71.2 118"Annealed.
+55.0 90.0 g0.0 +55.090.0 87.g +51 .68.6 3118°AlrsPace,1I8"Annealed a
under 15.7(8 +55.0 50A +55,q .90.0 +55.4 +ry5.0 75.0 H 3116"Annealed,
90.0 90A +55.0 ypA +55.0 88.5 81.8 +55.0 59 7
15718"thN 19311fi -g0,0 +55.0 +55.0 �•3 t it$"Temper•t1+1 Rirspaoe,118 -
B.Tam
38318" 1&114(E4u-Llte} + ''0 SOA +55.0 9Q.0 +55A �Q'0 55.D �6.5 +55.D 80.2 +55.0 '2 +55.0 70.0 +55.0 - .0 2ied,31t6"Airspace,118"Tempe o
+55.01 $g,1 +55.0 78.5 -63.0 d 3ti6"Temp
aver i9.11A" BOA +55.01 g0.0 �.0 +55.0 +55.0 70.0 +55.0 10 0 0
+55.0 80.0 +55.0 59.3 78.5 +55.0 -59.7 O
undert9.9/t6" .90,0 +55.4 -90.0 +55.0 -90.0 +55.0 +55.0' S6,3 a o
s +55.0 .90,0 +�4 ,S0 2 +55.0 73.2 +55A •57•7 p o
19.91i6"1htu221t2 +55.4 90.0 +55.0 +55.D 62.0
+55.0 90.0 +55 4 yp•p +55.0 80.5 +55.0 69.2 59.1
45^ uat Lite) g0.0 .81.8 +55.0, 75.7 +55.0 FIGURE A:SASH [V
22.9116"(EG +55.0 g9.0 +55.0 $8 0 +55.0 +55.0 85 g a N
+55.0 74.2 59,1 cRoss sECT S
g (ATM I,G,GLASS) o�
a�.er22-9t16" +55.0 -90.0 �0.0 +55.0 •8'l.8 +55.0 '6•'`• O
90.0 +55.0 +55.0 $4,8 +55.0 7A.2 --
undsr20.1t8' +55.0 •90.Q 50,4 +55.0 59.2 +55.0 52.8 +55.0 �•7 a
2 c! z
s +55.0 -90.0 +55.q
49" 2204-&11t$1"6!"h(NE q2u4a-l1 1a"2t"e} +++�5555.q.0D 9g00..0.0 ++5555..00 -�940..40q +++555555..0.00 30.0 +55.0 $7.g1908.t0 ++�55555.0.00 7-5..7. ++5555.Q.0 72.7 +++55555500.0 .-6661A4..9.55 +55..0 58.8
.864 -57.8 >
,a
o .83.5 + +55.0 57.8 d
�NOa
under 20-13/16"505/$" r253f8" 's ++t+55555555..Q.0.00 958000..0.00 ++55�r r.0.0 7 ++5555550A0.0 9587035A..4.57t +++++5555555.5...0.00, 74....1 ++555555.0.00 555865553.5.5,5 5+++555535.0.2.0. -65�13..925 ++5551..0.1 5511.1
1 III -ssrls' il'l' 1l�1111�11
HsE IGS H H T m� �+55.0 +
20-t3115 thN .60.0
258/g'(Equa L111 +55.0 MSIBLE
HEIGHT
•87.9 + 5.6
75. SASH
under24-15t16 ap FZ�S-
A
s s .8
+55.0 7.9 75.8 +55.tl 74.1 74.0 t55.0 +48.3 -�•3 ' ` o � � o
3416115'thwi 30.112 + Q .8.9 +`55.o +55.0 7A.1 +55.0 5 +51.3 51.3
61" ua)tile} 87.9 +55. -75 8 +55.4 74.1 +55.0 57.8 +54.5 +50.2 50.2
3gg116"(Eq +55.Q 0�" aver3 091t6"l ++555,0.0 839 ++r5C5j.O0 -71.77 +5+55.20.1 .652.0A.4 ++5555..Q4 5569999.4 +55.0 89.4 ++555510005 -6„644..5
-83.9 +55.0 +55. -69.4
under25314 .0 0 +55.0 +55.0 54.555 ++5+5555.t0.4. 55-55660Q.5.5A5.
50.,2.4
I
2531b"thN31-1/2"s -71.7 5.0 .69. .4 +55. 51. 4d
Lite} +46 tIiyI, ; O`Ns I iI�LI Y
3196"(Eqa I I Ni anrN lru t l,y rJrfCarNrr`'ra
m
s
51.5 +51.5 5i.5 A6.4
aver31-9116" 51.5 +51.5 •51.5 +46A ,S^t^,::•ICE"�-'•.��
+55.0 +52.1 52.1 51 +51.5 +4fi.A A$.A
under 29 314' 68.3 +55.0 56.3 +51.5 51,5 +51.51 5 51,5 +51,5 51.5 Q
thN 38-112"s +55.0 +55.0 56.3 +52.1 521 51.5 +51.5 51.5 +51.5 +45.0 .i5.0 +45.0 A5.0 p7o.58705 #Y
29.314" +55.0 a.3 +51.5 +A5.0 45.0 45.0 -
389t16 (Equal Late} +55.0 56.3 +52.1 521 45.2 +45.0 A5.0 +45,q 45.0 +45,0 GLAZED W CH GLASS y
+55.0 58.3 t46.3 46.3 +452 +45.0 •A5.0 45.0 NO-_�s E A) `0 'T W
Over369116" 82.5 +50.8 5D.8 �t5.2 +45.0 �t5,0 +45.0 45.0 +A5.0 1 ANNEALEDGLAss(TYP ;}So
+55.0 +4fi,3 A8.3 r 0 +45,0 1t5A t)USE THIS TABLE FOR ALL VAWDOWSTAN
Under 31.314" +50.8 5D.$ .452 +45,tl TYPES B---NOT RPPUCABLE WITH B• AVAILABLE wIDTF!OR !,� ORS9?:.•���
s +55.0 52.5 +A6.3 -06.3 +45.2 ROUND UP TO THE NF3rr
31.314 thN 39" 52 5 +50.8 50.8 y)FORSIZES NOT SHOP N
Ter uat ute) +55.0 subtract l". r r LyNN +II
3g-ltie"(Eq For finwinda'^Sorbuckdimens+ons' HEIGHTDIMENSiONSHOWNONTHET�LE' A,IYNNM��•P'�
e vindw+s shown- P EK sa7os
i Tp4o4ip dimensions for Hang H t height•subtract 3.9/1 1flcn)for the glen Window Hdight-
20,Rrait sash height.For dear de! r V,,W(3o\er-2 con11gu
ra
3 Size range Includes the 1 it the buck dimension.
For overall sash wldsubtract 2
WfNDOw HEIGHT-SASH HEIGHT CAN NOT EXCEED 5S"•
CONCRETEICMU CONCRETE/CMU
INSTALLATION DETAILS FOR FLANGE FRAMES PER ANCHOR PER ANCHOR Typ ANCHOR
EMBEDMENT REQUIREMENT REQUIREMENT TYPE,
OPTIONAL ADD 13 3 EMBEDMENT AND
INSTALLATION FLANGE Q HEAD, EDGE DISTANCE
EDGE SILL&JAMBS o. 114'MAX 40 27 PER SUBSTRATE,
OPTION DISTANCE EDGE SHIM 12 60 t0 SEE TABLE 5,
CURVED HEADER THIS SHEET.
INSTALLATION INTO WOOD DISTANCE ,-
2X,SEE NOTE 2,THIS SHEET.
EMBEDMENT
1 j
TYP,ANCHOR EMBEDMENT
-_-L-_S- 3B
TYPE. EDGE
4
1/" T EMBEDMENT DISTANCE
�1/4'MAX MAX-! 'ANDEDGE ----- - 24
SHIM SHIM DISTANCE PER •_ •• _ _ _
I
3 TYP.ANCHOR TYPE, I SEE TABLE S, - 32-35
EMBEOMENTAND �I 1 THIS SHEET. 43 64 EXTERIOR INSTALLATION
1.465' II EDGE DISTANCE j WSTALLATiON �l, OPTION 3
PER SUBSTRATE, INSTALLATION INSTALLATION ANCHORS
I 36 SEE TABLE 5,THIS OPTION 1 VISIBLE LIGHT WIDTH
it STRAIGHTHEADER BUCK WIDTH THROUGH iX INTO MASONRY.
VISIBLE RIP
SHEET. OPTION 2
LIGHT I INSTALLATION ONTO INSTALLATION
HEIGHT I� 60 WOOD 2X,NO ANCHORS - ANCHORS DIRECTLY TIP-TO-TIP WIDTH
30 REQUIRED AT HEADER INTO MASONRY. HORIZONTAL SECTIONA-A
28 114'MAX.SHIM TABLES:
Min.Edge Min.
Anchor Anchor Substrate Distance Embedment EGRESS FORMULAS
#12 STEEL
SELF-DRILUNG Group (EQUAL-LITE)
40 SMS(G5),SEE p,T,Southern Pine(SG=.55) 9/16" 1.3/8'
S Screw l BUI Steel um,60 i.-T min. 31B• 0 WIOTH:'TIP•TO•TIP WI07H•4'
2,751` 8 Steel 3/8' 1/6' HEIGHT:TtPTO TIP WiDTW2-6.5/S&"
G ir -...._.TABLE5, 063-T5 min.SHEETA #12 Steel SMS �. .-- — ,0348 20 Ga)(BUCK USE EITHER A3B 3B' 0.0346(20GalVISIBLEL1G: FORMULAS
HEIGHT �R,QR LATCH(#29)OR 1NSTAI-Ld57
BOTTOM LOCK OPTIO PT.Southem Pine(S - ) 1' sale' (EQUAL-LITE)32.35 (#11).TESTED INSTALL B 1/4'Steel Ultmcon Concrete(min.2.9 ksl) 1' 1.3/6' WIDTH(SASH):TIP-TO•TIP WfDTHTIP-TO•TIP I UNITLOCATION: ANCH Ungloiit C'CMU,(ASTM G8D} 2-11Y 1-114- WIDTH(FIXED):TIP-TO-TIPWIDTH-4-
HEIGHT 37I: 5-518'FROM DIREGTL HEIGHT:(TIP•TO•TIP HEI64 VENT END. META P.T.SouthemPlne(SG=.55) 1 1-3/C 114'410 SS CrateFtex Concrete(min.3.35 ksi 1' 13t4'
VISIBLE II II 7 Ungluted CMU,(ASTM Q.90) 2.11Y
LIGHT 11 I 36 DADE APPROVED MULLION,
HEIGHT II I ALUMINUM,STEEL FRAMING Oft EXTERIOR 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
I II STEEL STUD,SEE SUBSTRATE ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALLTABLES IN THIS APPROVAL PRODUCT REVISED
�I I 11 � 2)ANCHOR MUST EXTEND A MIMiMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, as complying with the Florida
I PROPERTIES,TABLE 5,THI5 SHEET.
3)FOR STEEL STUDS,MIN.FU=45 KSL MIN FY=33 KSI. Building Code
I iI NOA-No. 17-0630.02
NOTES
43 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS U5TED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTIO Expiration Date 0 910112 0 21
2.254" 31 20 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
By •�---�
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO 8E CONSIDERED I N INSTALLATIONS. Minor
-Da roduat Control
2X WOOD 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-112"THICK OR GREATER.1X AND BUCKS
BUCK57RIP, (WHEN USED)SHALL BE DESIGNED TII PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
SEE NOTE 2, ENGINEER OR ARCHITECT OF RECORD.
THIS SHEET. t l l 111 I
31 VISIBLE LIGHT WIDTH OR HEIGHT(ALSO ri en-
REFERRED
- TO AS DAYLIGHT OPENING)IS pNY LYNJ.V
MEASURED FROM BEADING TO BEADING. ti��?;t}CENgF -�j'_ UPDATED TABLE 5.
1/4'MAX SHIM Q',• •'[•"�
No.58705 •:*,_ Dm"iir:
NO ANCHORS CONCRETEPER - = Doscoa :
REQUIRED IN ANCHOR =-0'. ( �- 1070TECHNOLOGYDRIVE FLANGE FRAME INSTALLATION DETAILS J ROS0WSKI
FLANGE °• • REQUIREMENT "A SATE 1 ;'•��,• N.VENICE,FL 34276
FRAME SILL %i(>�.••. ORiOI',•,:G�� (941)460.1600 SH WINDOW INSTALLATION 05/1'i111
pc m °es.aC. se rar/iAadet Scala: Stwet Danin9 No. Eev
VERTICAL SECTION B-B aLY%ir14�ILL�ii,P.E. �Le�`�� SH-200 NTS 4 OF$ MD-SH2O0-01 D
PEN 5E705 CERT.OF AUTH.#29296
INSTALLATION DETAILS FOR FIN FRAMES EDGE
ENTAND EDGE DISTANCE EDGEDI EDGE
EDGE DISTANCE PER SUBSTRATE,SEE DISTANCE 114"1/4'MAX SHIM
MAXDISTANCE
TYP,ANCHOR TYPE,EMBEOM SHIM
TABLE 6.THIS SHEET TYP.ANGHORTYPE,
EMBEDMENT AND EDGE 2X WOOD,SEE
NOTE 2,THIS
INSTALLATION WOOD,SEE NOTE 2.THIS SHEET EMBEDMENT SEE NOTE 2, SEE TABLE 0,THIS SHEET, SHEET
2XWOOD' DISTANCE PER SUBSTRATF-
OPTION 5 EMBEDMENT THIS SHEET HORIZONTAL SECTION r--f-
EDGE SEE NOTEWOOD,2.
ANCHOR(SCREW) THIS SHEET 26 27
DISTANCE
CURVED HEADER EDGE
INSTALLATION DISTANCE C!THROUGHTHE14N EDGE
EDGE 12 10 EMBEDMENT
'.a�E' DISTA��
DISTANCE 1:'aNCE
EMBEDMENT
114"MAX SHIM 17 1
TYRANCHOR TYPE, 1W IAXSHIPAJ 1 38
EMBEOMENTAND EDGE DISTANCE I 4 TYP.ANCHOR TYPE,
PER SUBSTRATE, EMBEDMENT AND EDGE 24 INSTALLATION
SEE TABLE 6,THIS DISTANCE PER SUBSTRATE, INSTALLATION OPTION 6
SHEET,
SEE TABLE 6,THIS SHEET, — 64 INSTALLATION ANCHOR
VISIBLE INSTALLATION OPTION 5 1 - 3235 (RAIL)THROUGH THE FIN
LIGHT OPTION E INSTALLATION 43 - EXTERIOR
HEIGHT 60 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH
INSTALLATION ANCHOR THROUGHTHEFIN BUCK WIDTH
t II 29 (NAIL)THROUGH THE FIN
EDGE DISTANCE MULLION SECTION EGRESS FORMULAS
40 DADE APPROVED MULLION,MAYBE (EQUAL-LITE)
VERTICAL OR HORIZONTAL-MAX.
EXTERIOR a 1/4*SHIM.SEE SUBSTRATE WIDTH:BUCK WIDTH-3"
INSTALLATION PROPERTIES.TABLE 6,THIS SHEET. HEIGHT.BUCK HEIGHT12-5-13fig'
2.751' 1�3 USE EITHER OPTION 7
BUCK LATCH(#29)OR INSTALLATION VISIBLE LIGHT FORMULAS
HEIGHT BOTTOM LOCK ANCHOR(SCREW) EXTERIOR
32-35 (#11).TESTED THROUGH THE FIN 114'MAX SHIM (EQUAL-LITE)
37 UNIT LOCATION: WITH N WIDTH(SASH)-BUCK WIDTH-4-1/16-
6-5t8"FROM REMOVED WIDTH(FIXED);BUCK WIDTH-3'
VENT END. #10 STEEL TABLES: HEIGHT.(BUCK HEIGHT-6-1/16')12
II I VISIBLE 64 SELF-DRILLING Min.Edge Min.
7 SMIS(05) Anchor Substmto
LIGHT I Distance Embedment
HEIGHT III36
2-1/2'x.113P Box Nail P.T.Southern Pine(SG-.55) 1121, 2-7/19'
1 2-1/2'x.131"Common Nall P.T.Southern Pine(SG=.55) 9116" 2-7116' PRODUCT REVISED
EXTERIOR LJ 2-11Z'x.145'Roofing Nall P.T.Southern Pine(SG=.65) 91161 2-7[16' as corn pten with the Florida
Building Code
43 P.T.Southern Pine(SG-.65) 3/4' 1-31`611 NoA-No.— 17-0630.02
ALUMINUMISTEEL FRAMING OR STEEL #10 Steel SMS Screw(G5) Aluminum,6063-T5 min. 318" Iff, Expiration Date 09101/2021
2.254' 31 20 STUD.SEE SUBSTRATE PROPERTIES, Steel Stud,Gr.33 min. 318- 0.036 By -. -
TABLE 6,THIS SHEET. I I A38 Steel 31&' 1 1 ffilaml-"fle-Product Contra[
NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
114"MAXSHIM 1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS,MIN.FU 45 KSI,MIN FY 33 KSI.
APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET. y '11, 7 ReWar--
FOLLOW If L N119 I/
TYP.ANCHOR TYPE, EMBEDMENT AND EDGE !A*
EMBEDMENT AND EDGE EDGE DISTANCE LIMI`!�-ANY ••
vt
-N STANCE .-
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN
SEE:TABLE 6,THIS SHEET DO MAY BE USED ON ANY SIDE OF THE No.58705
EDGE WINDOW.
EE� III.,. - DftcripUon: fat W.
IrZ 1070 TECHNOLOGY DRIVE FIN FRAME INSTALLATION DETAILS J ROSOWSKI
DISTANCE 2)2XWOOO FRAMING OR BUCK,INSTALLATION
— EMBEDMENT 1-1W THICK OR GREATER. C STATE F N.VENICE,FL 34275
INSTALLATION ANCHOR (941)480.1600
OPTIONS VII.: e.-
(NAJL)THROUGHTHEFIN 2Y WOOD,SEE NOTE 2.THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT SH WINDOW INSTALLATION 05111/11
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o�d �i� 1070 TECHNOLOGY DRIVE C 3� �n _Mo.
qN N.VENICE,FL 34275 D fi 0=n
(941)480-1600 C1 3 8 z;3 0
ooz �;�= COPYRIGHT02017 '--I ° 07
mo 2-_D:A ip 2 {= CERT.OF AUTH.829296 PGi INDUSTRIES,INC. fT1 y $ m'i
Sc g_>'.� :Z` ALL RIGHTS RESERVED n p y
N� R`2c;T N ^y�2`= ANCHOR SPACING o 05/05/11 mco
m m
SH WINDOW INSTALLATION INIJ ROSOWSKI m o o o
SH-200 y NTS 11'616 OF 8124 MD-SH2O0-01. D
PRODUCT REVISED
as complying IV,,,a,d,.g M
FRAME ANGLED/CURVED MOA-No. , with the Florida
17-0630.02
FRAME
>11 ASSEMBLY 90°CORNER ASSEMBLY Expiration Date 4W01/2021
FRAME By
90'CORNER ASSEMBLY m.am=e Froomot Contra
FRAME (:D-\ r.,\-
ASSEMBLY
21 21
VWEEP 3 1"WEEP
NOTCH @ NOTCH @
EACH END EACH END
2 5
FLANGE FRAME
5D 51 SHOW FIN
MITEREOFRAME FRAME SNIMILAR
WITH,I=FRAMIF MrrEREZDFR.AME 4,1
WELOSAT WITH FRAME
SCREW BOSSES
WELDS AT SCREW BOSSES
ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL
to 0 9
C) CO C)
>-ru-1 16 0 0
1/2"NOM. V2'NOM. 0 04 a-E[I— W
GLASS STACK 04
GLASS STACK a, 1:
1/4'AIRSPACE 3/IVAJRSPACE 0 19
1/8'ANNEALFDOR IWANNEALEOOR 1/8'ANNEALED OR 3116'ANNFJkLED OR Z (0 .10 cf) 13
TrMPIEREDGLASS TEMPERED GLASS TEMPERED L) & :E
TEMPERED GLASS TEMPERED GLASS 118"ANNEALED OR I/8"ANNEALEDOR m Lj-7 -j
TEMPERED GLASS TEMPERED GLASS uj g 0 81� z
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318"NOM 3/8"N 318 NOM. ate,NOM. 3/8*NOIA
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38 38 t-
38 38 cj)
38
32-3 32-35 z
7 7 Z
03 0 IIIs
'0 :E Z 0
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1/8"GLAZING DETAIL 3/16'GLAZING DETAIL 114"GLAZING DETAIL 1/2"Ib.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL
GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES 15&F GLASS TYPES G&I GLASS TYPES H 8 J
ALUMINUM Sl
SILICONE HOT-MELT BUTYL REINFORCEMENT POLY(SO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE
STRUCTURAL SILICONE 5/16"NOM SEAL 5116"NOM, %";m LYNN
STRUCTURAL
REINFORCEMENT
NE S"S"N M
S'
0 AM 0
POLYISOS 114"NOM. FOAM 3/16"NOM.
P ......... .
UTYLENE- WITH
BUTYL& SILICONE SEAL
WITH DESICCANT WITH ROLL-FORMED
"IT a, —T
DESICCANT 1. DESICCANT
FOAM STAINLESS STEEL No.58705
EXT,G EXT.GLASS EXT.GLASS
6
822
EXT.GLASS
INT.GLASS INT.GLASS *[MT.GLASS INT,GLASS
-ill It I II)t
•KODISPACE 4SG TIPS SUPER SPACERNXT- DURASEALO SPACER XL EDGE TmSPACER A-LYNN M tLLFR'PE.
.E.P it
56705
Item FIST PGT Part# Description
# Dwg.#
1 2703E 62703EW Flange Frame Head 2"000
2 2751B 62751BW Flange Frame Sill -- 2.000" .962• '
3 2781 62781W Flange Frame Jamb/Cunad Header .23' 450
4 2713 62713BW Integral Fin Frame Head °� 600, .062" i.iz6
2.600•
5 2714E 62714EW integral Fin Frame Sill -T 2.000• .050•
6 2782 62782W Integral Fin Frame Jamb/Curved Header ass �� i
7 2706 62706DW Sash Bottom Rail 1 moo, � oy7 �.OSH2"
6
8 2707 62707CW Sash Top Rail .062" o62' '
9 2739 62739W Fixed Meeting Rail 5°4 •pS0^ .062"10 2709 62709CW Sash Side Rail FLANGE FRAME HEAD 2 .050" .06r —�{�+-
6063-T6 ALUMINUM
11 27406 742740AW Sash Bottom Lock FLANGE FRAME SILL FLANGE FRAME JAMB/ INTEGRAL FIN FRAME HEAD
2 6063-T6 ALUMINUM 3 CURVED HEADER
4 6053-T5 ALUMINUM
12 2765 62785W Sash Stop 6063-T6 ALUMINUM
13 134 1 66615 Addon Flange
20 1228 61226DW Vinyl Bulb,Flex PVC 70
21 1662C 71682CW Head/Sill Gasket,Polyethelyne `
22 1270 7PAD118 Open Cell Foam Pad 2.056' 3225• T-4
97623 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .050^ 1.124 4066 64086G Wstp.,187 X.230 Fin Seal
25 2784 72784W Sash Side Rail Gasket,Polyethetyne 2A00 1.807• o6r i,89B
26 1078 7121UM Balance Takeout Clip tl"�2
27 Varies per Size Balance8,I;?" .062, 06z EN'
' _..I
28 2711 4280OW Sash Cam,Nylon 0e2
29 1096 71096W Sweep Latch,Zinc ����� ��� —►{ 062-
30 1016 7856WW #8X.625 Ph.FI.SMS Latch Screws z.O56 050 —1 926 .8' I— +
INTEGRAL FIN FRAME JAMB/
31 1267 71267N Seating Block 1!8"x 1/2"x 1",EPDM O INTEGRAL FIN FRAME SILL SASH BOTTOM RAIL O SASH TOP RAIL FIKFD MEETING RAIL
5 6063-T6 ALUMINUM 8 CURVED HEADER 7 6063-T6 ALUMINUM 8 6063-T6ALUMINUM 0 6063-TS ALUMINUM
32 See Kornmeding 4SG TPS Spacer System 6063-T6 ALUMINUM
33 Sheet Quanex Super Spacer nXr with Hot Melt Butyl
34 7 for Quanex 4uraseal
35 Materials Cardinal XL Edge Spacer -
462
36 Sash Bottom Lock Spring PRODUCT REMISED
37 Screen cloth,Fiberglass +.iar +,+sr
38 Dow Coming 899 Silicone Glazing Sealant .0501 039" Bze' tt-- 050, as complying with the Florida
.874• 1 Banding Codde
40 1625 618256 Glass Bead(1t8"Glass) T —iL ..1 Noq-No. 17-0630.02
41 2719 62719E Glass Bead(3/16'Glass) —mil s2s (� osz^ ----t 1.15r .050^�- � Expiration oato09ItI1I2021
42 1263 61263E Glass Bead(114•Glass) O SASH SIDE RAIL O SASH BOTTOM LOCK RAIL 2 SASH STOP ADDON FLANGE By
43 1253 6VT486 Glass Bead(LG.) 10 6063-Te ALUMINUM 11 6063•TS ALUMINUM 76063-T5 ALUMINUM 13 6063-T6 ALUMINUM mlzuni-Dao Product control
s0 781POA #8 X 1"QUAD Pn SMS
51 8 1 Twin Fast SMS
0 S.S.
52 1184 781LHPQA #S-15x 1 LH TWin Zinc
tast Screw nc ���ON I GYN�
( f�r��' ttenson
53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc S.S.) �•;•'�+GENS
54 78XIPFTF-UA #8 X V Ph FI u/cut SMS - Q" P
55 78X1 FPAX #8 X 1"Ph FI-Stainless Steel _* No.58705
De.4Nption; Dmrn By.
60 1/8"Annealed Or Tempered Glass -0�t //' l' / �= 1070TECHNOLOGYDRIVE BOM&PART DETAILS J ROSOWSKI
61 3116"Annealed Or Tempered Glass y3'•• SJ✓� t j�f/ N.VENICE,FL 34275
(, S ATE O tt7,^ (941)480-1600 T'S°. 0. -
62 114'Annealed or Tempered Glass w��e W17 SH WINDOW INSTALLATION 05/11/11
63 1/8'-1/4"Air-118"An.or Temp.1.G. '7i7s'S/ �N`�`\ wPaTIND'is�mvC soria+/uodat, soot.: -- DswrngNo. ew
54 3116%3116"Alr-1/8"An.orTemp.i.G. ALkrinnlxLrrt,P.E. SH-200 NTS 80F$ MD-SH2O0-01 I D
P.EB 587DS CERT,OF AUTR#29296