HomeMy WebLinkAbout18-20147 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20147
BUILDING PERMIT
PERMIT INFORMATION = LOCATION INFORMATION
Permit Number: 20147 Address: 39238 HEIGHTS 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: ZEPHYR HEIGHTS
Est.Value: Parcel Number: 12-26-21-0040-00600-0040
Improv. Cost: 10,799.00 OWNER INFORMATION
Date Issued: 8/28/2018 Name: MATTESON MARVIN & DILLAMAN KAR0
Total Fees: 142.50 Address: 39238 HEIGHTS AVE
Amount Paid: 142.50 ZEPHYRHILLS, FL. 33542
Date Paid: 8/28/2018 Phone: * 813-364-1727
Work Desc: REPLACE 9 WINDOWS S/S
CONTRACTOR(S) APPLICATION FEES
MORGAN EXTERIORS INC BUILDING FEE 142.50
Ins pectio s Required
FOOT ER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER misc.
ROUGH ELECTRIC LINTEL misc misc.
IST 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.
-17
CONTRACTOR SIGNATURE PERMIT OFFICZR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: A le-v km L,-IY
Date Received:
Site:
Permit Type:
Approved w/no, comments:El Approved w/the below comments: Denied w/the below comments: 0
C
This comment sheet shall be kept with the permit and/or plans.
�v
Kalvi Sw qter lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
/ c Building Department
Date Received 6" �� Phone Contact for Permitting — t'
Owner's Name c 6 un Owner Phone Number —� `I I Z7
Owner's Address kZ22I 1 ve c (I Owner Phone Number
Lt2
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3 • YI Ze J lJ�Z LOT#
SUBDIVISION F PARCEL ID# �'�4-2-1— QIM-W OD' O
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R
NEW CONSTR 8 ADD/ALT SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q 1 I
DESCRIPTION OF WORK 1 14�5 (Ze �s5'3y rZ
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $ 01, No C'��
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ja4&.,t
=GAS = ROOFING Q SPECIALTY = OTHER f1��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
■ . . ■ ■ ■ ■ ■ ■_■ ■ ■ ■ _Y_■_■_■ ■_l-■_■ ._■ ._.-■ ■ .
BUILDER C �7J '��IJ f/ COMPANY � fRaq w�0/`s S/l C
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N�7
Address S l < �Q✓`/ S v�• License# 7� C-� < Jk
ELECTRICIAN COMPANY = I I
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIItlllllllllllllllllllllllllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
AA.nim.m 4—/4 nx u.nrL:nn A—.A— .4o4n Dnn 6-4—if- !`nnckn v.F:nn Dl— Cfn•m—f—131——1 Cliff Cnnnn 1—f4 11lnrl
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for Compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a Contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"Contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
1 permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to Commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone'/"unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter, or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced Within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
Q rn WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
a U o0 o PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
a CV WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
m J N q FLORIDA JURAT(F.S.117.
� � LL, (V nt
o (L U- OWNER OR AGENT 4 �" CONTRACTOR
IX} O es C
Subscribed and swam (or aflirmed)b re me Y is Subscribed and swum to(or affirmed)before me this
Y
F- �t•14•I by rIS by
FL o X Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
Y Z to U itJ ?e,✓Gerdentification. as identification.
�p1P1101V J
Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
INSTR#2018113844 OR BK 9752 PG 3164 Page 1 of 1
07/06/2018 03:40 PM Rcpt: 1971860 Rec:10.00 DS:0.00 IT:0.00
PauCa S. O NeiC PFLD., Pasco County CCerk&ComptrotTer
THIS IN T `IPAR D B Name:
Address:
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number XI 2D`ZI OQ�An " 0 Q(o ou-00�A Q
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the
Following information is provided in this Notice of Commencement
1. DESCRIPTION OF PROPERTY:(Legal description he property and street address if available)
\ ` t
Z. GENERAL DESCRIPTION OF ROVEMENT: °
0
4 a/J P Oil
3. OWNER INFORMA 10 ORLESS.SEE INFORMATION IF THE LESSEE CO �D FOR THE IMPROVEMENT:
Name and address: _i m C`� 1 1 n Y r —
Interest in property 1 5 Prvirpue- -f-EpEtAy-nian f' i
Fee Simple Tine Holder(IF other than owner Ilste above)Name:
Address:
4. CONTRACTOR:Name: r Phone Number:
Address: I In l
6. SURETY(If applicable,a copy of the payment bond Is attached):Name:
Address: Amount of Band:
6. LENDER:Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1i1
)(a)7.,Florida Statutes.
Name: fV I In, Phone Number:
Address:
S. In addition,Owner designates of
to receive a copy of the Liens Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number.
9. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER-ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.PART 1. SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrrH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
ortV
(5lgnahae of Ormar a Lessee,nx QWner'S or Lessee's (Print Name and Provide SWwarls TNaWiicn)
A&l gm hpri=d.OfTmrfDioectonPwmeritmmger)State of Countyof POSCO
The foregoing instrument was ackno ledged before me this day of 0 1 Q
by I I I WO—Om Who is pers nally kr1oJn tome❑ OR
Hama of person making statement / ���
who has produced Identiflcatio, type of identification produced. V
•���� seley
Camm9s�sian#�6C47271$ . 44
��` "=•Expires: Feb. 13, 2021 ,�
- � si re
"yi'..... � Bong thru Aaron NOt31)(
STATE OF FLORIDA, COUNTY OF PASCO 8'cu
THIS IS TO CERTIFY THAT THE FOREGOING IS A a "
TRUE AND CORRECT COPY OF THE DOCUMENT A �
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS,MY HAND AND OFFICIAL SEAL THIS
t .,u• '� '
"1 DAY OF ��
2 5
PAULA S. O'NEIL CL RR TROLLER
BY DEPUTY CLERK
Plan Review
Windows & Doors.
1): Need manufacturing installationspecifications: . .
2) , Must-meet sections R308 and R612 of the 2017 F.B.C:
3)- :If windows'are to be installed inside-the historical district;they will need to be approved,
by the historical committee:
A- No other workshall.be ermitted framin , plum.bin and mechanical unless otherwise. . p . g g ). .
specified.:
5. :; This is.for replacement lacement lass-for lass .oni if ou wish to'chan a from screen orvin). . p fig . g ) Y Y g Y
..
windows to.glass,then additional information is re'guired.:
6.) All windows to-wall conn.ections:shall be left.visiblefor inspection. . .
7) All labeling and.stickers shall.remaindn.-windows.uhtil.final insp.ection:
81' No'work shall startwithout permit,first:, . .
MATTESON MARVIN
39238 HEIGHTS AVE
ZEPHYRHILLS FL,33542
1) BATH 35 X X 37 X DH
2) BED 1517/8 X 371/8 DH
3) BED 135 X X 37 1/8 DH
4) . MASTER BED 35 7/8 X 37 X DH
5) MASTER BED 35 7/8 X 37 X DH
6) KITCHEN 35%X 371/8 DH
7) 36 X 37 X DH
8) LIVING ROOM 72%X 49 X TWIN DH
15
16
40 14
28 I 28 28 a 28
40 14
38
5 5
38
`. G\�®� PLANS EXAMINER
,`�� O�NS Goa
Y .
PRODUCT APPROVAL SUBMITTAL FORM
MORGAN EXTERIORS JOB ADDRESS 39238 HEIGHTS AVE
QTY MANUFACTURER DP APPROVAL# IMPACT NON-IMPACT U.F S.H.G.0
1 SIMONTON 40 15534.2 ✓
9 SIMONTON 35 5167.9 ✓ 0.3 0.21
Florida Building Code Online https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq...
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Florida
Product Approval
Ir USER:Public User
Product Approval Menu>Product or Apolication Search>Aoprication Ust,04Fpilhation Detafl
FL# FL15534-114
Application Type Revision
Code Version 2017
Application Status Approved
ALL WORD SHALL COMPLY WITH PREVAILING
Comments CODES FLORIDA BUILDING CODE,
Archived ❑ NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
�RINAf�CES
Product Manufacturer Simonton/Ply Gem in ows
Address/Phone/Email 3948 Townsfair Way,Suite 200
Suite 200
Columbus,OH 43219
(614)532-3596
luanne.harris@plygem.com REVIEW®A4TE Z G
Authorized Signature Luanne Harris CITY OF Z8PHYRHFLLS' QA'
luanne.harris@plygem.com P�'r`�iYS EXAMINER
Technical Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus,OH 43219
(614)532-3596
luanne.harris@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg,IL 60173
47)303-5664
webmaster@aamanet.org
Category Windows
Subcategory Mullions
Compliance Method ion Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Scott Wolters, PE
23 Validation Checklist-Hardcopy Received
Certificate of Independence FL15534 R4 COI Eva1Report-RM0051r7.Ddf
Referenced Standard and Year(of Standard) Standard Year
TAS 201/202/203 1994
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Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15534 R4 Equiv SimEx-PVC-Equivalencv.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Date Validated 10/19/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
15534.1 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium
Mullion Cover Aluminum Reinforcement(HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15534 R4 II RM0052HVHZr4.1)df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE#58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +50/-50 Evaluation Reports
Opteri Missile Impact Rating: Large FL15534 R4 AE EvalReoort-RM0052HVHZr4.odf
Created by Independent Third Party:Yes
15534.2 16991 Aluminum with VPI-354 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum
Mullion Cover Reinforcement(HVHZ)
Limit f Use Installation Instructions
roved for use in HVHZ:Yes FL15534 R4 II RM0051r7.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE#58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Design,pressure ratings vary by unit and mullion FL15534 R4 AE EvalReoort-RM0051r7.pdf
size.Missile Impact Rating: Large Created by Independent Third Party:Yes
15534.3 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium
Mullion Cover Aluminum Reinforcement(Non-HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15534 R4 II RM0052r5.1)df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE#58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Design pressure ratings vary by unit and mullion FL15534 R4 AE EvalReoort-RM0052r5.Ddf
size.Missile Impact Rating: Large Created by Independent Third Party:Yes
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Under Florida law,email addresses are public records.If you do not want your a-mal address released in response to a public-records request,do not send electronic
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one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
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F�' RE ON&' IIEVSED NY OA1C
STMOJN7'O1T 3 UPDATED DR—CS TO 2010 RC cr. 01-2A-12
• 1 COCHRANE AVE.PENNS8OR0,WV 26415 PH. a UPOA-OP CHARTS PER NEW TESTING LT. Gh 12
S00-426-2249 u M N w
5 TlT.O. 06/20/12
STORMBREAkER PLUS 300VL SERIES 6 UPOAIEO ORAWNGS TO 5 H to(20141 TBC LT. o1-z�-1z
EXTRUDED IMPACT RESISTANT VINYL ' " '' " WR °/nTnm
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE
REQUIREMENTS INCLUDING HVHZ.
2.THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH
APPLICABLE WINDOW SYSTEMS. 4.wI
3.ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED n¢xs• �a.15n--{
UNDER SEPARATE APPROVAL.ALL GLAZING PRODUCTS USED WITH 12]9• —7 1600•�IJ-
THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING
CODE REQUIREMENTS. -
4.ADEQUACY OF EXISTING STRUCTURAL CONCRETEIMASONRY.2X t, _ —r
AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRINGAPPLIED e
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF LARGE MULLION REINFORCEMENT fil6ggl
THE ENGINEER ORARCHITECT OF RECORD FOR THE PROJECT RETROFIT FRAME MULLION
INSTALLATION. n LARGE VINYL MULLION COVER #VPI - 354(MP0232) ALUMINUM 6063-T6
5.ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO EXTRUDED VINYL.070" MIN.
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 1 MULLION COVER
INSTALLATION. 1 MULLION COVER
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.
IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE I 5
REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR U
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
7.THIS PRODUCT DOES NOT REQUIRE AN EXTERNAL IMPACT o #10 X 1 1/8" SELF #10 X 1 1/8" SELF
PROTECTIVE SYSTEM IN WINDBORNE DEBRIS REGIONS,AND IS TAPPING SCREWS SPACED TAPPING SCREWS SPACED
APPROVED FOR USE IN WIND ZONE 4. PER APPLICABLE WINDOW PER APPLICABLE WINDOW
PRODUCT APPROVAL PRODUCT APPROVAL
#10 X 1 1/8" SELF #10 X 1 1/8" SELF
TAPPING SCREWS SPACED TAPPING SCREWS SPACED
PARTS LIST PER APPLICABLE WINDOW PER APPLICABLE WINDOW 2 MUWON REINFORCEMENT
NUMBER OESCR1P00N PART NO I MATERIAL PRODUCT APPROVAL MULLION PRODUCT APPROVAL
I LARGE MUWON COVER VPI-354 MP02321 Pvc REINFORCEMENT
2 LARGE MUWON RBNFORCEMENT 16991 6063-T6
3 BASE PLATE I I STEEL DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE (FIXED) HORIZONTAL CROSS SECTION
4 MUWON L-BRACKET I ISTAINLESS STEEL �AApP c•REWAT
�SIMONTON' B RM0051 7
TABLE OF CONTENTS `�i• Ne 56201 Lc°1� �DAIF-
4u,
PAGE NO DESCRIPTION G f •� C L CorxtmeAWme ¢ERALNOi S, AR LIS AN OSS SECTI NS TY P2 ELEVAHUV AND DESIGN PRESSURE CHARTS • te 10 04 2DI75CAJE: EEL HErnl3y.�9: STATE OF •4!CMUWON AILS @ SILL 0 S 5 C80N5 i.(�•.A ,� LUCAS A TURNQ2,P.E. FL PE 058201 SERI S FlT 1 0l 7 .
�i��Fs• O R 1 p TURNER ENGINEERING h CONSULTING,INC. STORYFIREMLFR PWS 300TL mLL.
�A4S7ON...... � 239E ABARA#AVE NCRTH PORT.FL 34 88°RE GENERAL NaTIS h CROSS SECDONS
f&' RE.... RExSED RY OAIE
$IM0AfT'0L51' ] ~ED DR—CS TO 2010 MC cP. Ot-zh12
1 COCHRME(AVE PENNSBORO,WV 26415 PH. ♦ UFOATED;.TM T9 PEA XEw lE5nN0 IT. ah2b-12
8a0-426-22t9w n
g U TIT. 11/ 12
STORMBREAKER PLUS 300VL SERIES 6 11P0ATE0 ORAWNGS To 57H Ell(2014)F8C LT. 01-2A-12
EXTRUDED IMPACT RESISTANT VINYL 7 N0 1. AN " y" 10/opcn
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
DESIGN PRESSURE CHART FGR MULLING
UNITS IN PSF, MULLIDN {f16991
_I L.W;d-lU kWidth
T ' w0m I 60 24 2 30 �1720 1 lENR7®1375
0�I136
0 1 Ni3)07 1 N63]D9 1
N�14]00 1 NiH]0 1 4TSOr7
4
75085 5
TS00S 3753
36 $TON M101 01=T01 N61 1701 N701 1701=]01 1701/001 8'AJ01 s701®7D1®0o5
1
36 870M 9701TOM W70W 817000 M76PE 1701 W7011TODN IWOM M70M Vft7,mlow 17o1MIT04�EGdMaWi 42 MTO1 d701N 170 m701 M701 170M 1701=70®1T01 1701 MTO1®701 MIO1=70�1701
52 UST01 M701M sla =7GM MT01=7010 NATON!Tol 171=701M%7ap=T01 MWO1=70= 170l1
56 NM?G=OITO1=701
! T =TOM R70'MR70M=111 IOT01 ,70'1701IMMIM 1701 W70M 1700 1101 M61 W651
T1 l]Oy=7D1 l070l ND1170 1T01 11011700 ®lOd N6659 p65i AP656 1651'Fd0
62 T0 ®70A ,I_ lTON N 'N11J0i N701 NU01 a61$65®N®6l,1 T3,60Ax WoY w637 rH6o:
®701 6101 ®7<®=T07 p]Oi 165(l 116591 1063160 F40S 603M JkE093 �33-t,`
63 1T01=70W 1T01 M70y 87011651 1E51161 W6T#V I "M WD§667 �1TO0 00 1708 67DN 161 l651165160858ba ®F6$ 'F.`33- . `i 50� 1w
-
66 �t01{l]01 1101 1651 1631 A#y 60�§ 607$2 Z%60 i ®�oM, SS:,;y_e35:.' 30 SO - SO So_
9 70 I$70®IWTO111651 i�6sM W.NOW6 r9601=601-WONro�ss.��::e„55�_, _30 so 50- SO. 3
TL i7.a atom des®wesa usom mom� p•
mw ,ss�l' ss;an_;,ss ,-.-so so: so as s1
% 72 =701 f7G1 W651 ASL 0M MMMI6 W601"-�.'ss'zF:3�_ss;:<:_:C-ss"��':,+ss!fT 50 so' 4
T4 �Uoi N!l'ss� 6o},a$@gs6o 3;�ssw:a rrxrsssns M.ss« sD-= --lo=�=f-so 4 4s�
76 W701 1650 W60M 'SS,:"T+'55"L. '==50 s0 - So s0 4 <;50 401
78 =7110 TC3607l[WI-760W.r.55�-� 33.,� 50';, -,540 � "50, ,Sp 9 40 40 _ 01
80 N65q_R�IIM5t:-:";sty' S5'= - so 50 50 s0 45 rN]♦ ao 00
82 j6FO-fi;;jW0 55 50 !0 so a! ml i2 'a
84 638Z- 53 Ss so 50 43 <f1 t451 W451 i0 t40M Waal NWs 51
' note'for tde XI7fl2regionr,a mminaam ojDP SO it regnired,'a!lDPs des than'thir m'e fndica7ed in red ,
NOTE:
The pressure charts show the design pressures for THE LOWER OF THE IMNDOW DESIGN PRESSURE(SEE SEPARATE APPROVAL)
the selected mullion span and panel width for achieving bending capacity, deflection and OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY.
concentrated load limits specified in the Florida
Building Code, 6th Ed. (2017) edition.
WORE. nra
P`�l0F2Ety 9,
Adhere to fastening instructions provided in this `�i'•.�(GENSFG�:,
document to achieve the tabulated design ate? NO sazat N.
pressures. :* * *?
DIRECTIONS: ^90• STATE OF :gym; k��—"o
SIMN TON' B MooA TSelect the module width and mullion span from .�F.�aoTo?:�2�. z� ° asthe chart to determine the allowable desi n '.,�ss!•..... �o� ww>n,e a aE« ".Ig iiA� naaAupressure for the product. When panel sizes are la 04 2a17 ETT: APPRw BY,Dnot equal on both sizes of the mullion, use the LUCAS A.TURNER,P.E FL PE t58201 2 of 3 J.LTURNER ENGINEERING k CONSULTING,INC. sTDRIOIRE 10A PLUS 3004E NIWCN
larger of the panel widths from the Chart. FBPE C.O.A.P29779 Pn.941-380-1574 1239 JABARA AVE,NORTH PORT,FL 34288ELEVATION AND OE9GN PRESSUPE CNARTG
I
1.
._W. IIEVISEXI. M.
ALUMINU�IMONTON' 3 UMATE➢MAWNGS TO 2010 FEC c.P. m 24-12
REINFORCEMENT
MULL SEXTON CO VINYL
' t caaR"ANE AVE.PENNssoRo,wv 26415 PH. REINFORCEMENT / -MU W ON COVER 4 UPDATED OP aAR,s PER NEW lEsnxc LT. 04-26-12
800-426-2�49 5 A N T.O.O. W/20/12
STORMBREAKER PLUS 300VL SERIES 6 UPDATED DRAWINGS TO 5TH ED.(2014)MC LT. 01-24-12
EXTRUDED IMPACT RESISTANT VINYL T A x0 AN N OM ON
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
®L.-BRACKET 10 ALUMINUM Q1 EXTRUDED VINYL
e.m• 03 BASE PLATE MULL MULLION COVER
nna.� REINFORCEMENT
I I 6J. O DETAIL A ` ®L-BRACKET
SEE NOTES BELOW AND
EI MANUFACTURER'S
l.er—� ATTACHMENT INSTRUCTIONS
FOR ATTACHING REINFORCED
MULLIONS TO WINDOW UNITS
61S 1Q LARGE
FOUR (4) 0.2500 MULLION COVER
HOLES Q19*
Q REINFORCEMENT BASE PLATE DETAIL 3 BASE PLATE L-BRACKET IS ATTACHED
.060" MIN. STEEL O VINYL MULL COVER
®MUWON ® MULL REINFORC MN &
E21p� L-BRACKET USING TWO (2) RIVETS
TWO (2) 0.2590 HOLES TWO CONC/MASONRY ANCHORS, OR BARREL NUTS, 2 ON
SEE ANCHOR NOTE 3 EACH L-BRACKET REFER
• TO TABLE 1
ENT, `4:%""1 Eµ'Vv f!,,
N B SEE NOTE 3 C�EN )4
�cJ 41 Sic AyF��
R., VERTICAL SECTION ®SILL pv: * :a PAK-WIK SPACER I" X
MASONRY APPLICATION �9% BTATE OF .W� 1/2" X 1/4" THK. MAX.
@MULLION L-BRACKET OO LARGE (SUBSTRATES BY OTHERS) 40.c�':A`� OP•,:@�.`� (4) RE1. (2) AT TOP
.076" MIN. STAINLESS STEEL MULLION COVER----- �eFS'...p:•�0,��
4r3 AND (2) AT BOTTOM-
3 BASE PLATE ANCHOR NOTES: ®MULLION Q3 BASE PLATE
1) To achieve the required design pressures, L-BRACKET
F(T3 —
adhere to the fastener requirements below. ® Q4 L-BRACKET
2) INSTALLATION TO WOOD (G=0.42 MIN): FOUR #10 SCREWS ,Q
Four (4) /j10 wood screws for each base plate SEE NOTES BELOW AND
with min. 1-1/2" embedment and min. 7/8" wood r MANUFACTURER'S ATTACHMENT
edge distance. 1.5°MIN. INSTRUCTIONS FOR ATTACHING
3) INSTALLATION TO CONCRETE/MASONRY: EMBE�MENi REINFORCED MULLIONS TO
WINDOW UNITS ASSEMBLED MULL AND ATTACHMENT NEW
Two (2) screws for each base plate in outermost VERTICAL SECTION ®SILL
holes. In grout-filled CMU block (ASTM C-90 WOOD APPLICATION s wxc x0 Ev.
Compliant) use 1 4" Elco Ultracons with 1 3 8' SUBSTRATES BY OTHERS SIMONTON' B RM0051 7
P ) / / ( ) oRAvn er. DAte
min. embed. to block and 1" min. edge dist. xZ C"tlameA_ as 2 e M
with min. 1-1/4" embedment. In solid concrete TABLE t(MULLION ATTACHING HARDWARE) P W.V z�,y MEoan 91^.vATE:
RIVET 5/16"OIA.STEEL RIVET WITH A GRIP LENGTH OF.50 MAX. 10 04 2DI7 GRZ EEi: APPRVD Br.vATE:
(2.85 ltr min.) use 3/16" ITW . embed
s t 1/4" 10-24 OR VO-32 STAINLESS STEEL BARREL NUT, LUCAS A.TURNER.P.E. FL PE/58201 S FIT J o1 J JL ATE,Gt 12
EICo Ultracons with 1 3/4" min. embed t0 BARREL NUT �5 16 O.D. .25'LG WITH.125 MIN ENGAGEMENT TURNER ENGINEERING i CONSULTING,INC. srO,u6RUNw MS J `L`_ON
n. ea dlst. C.C.A.concrete, and 1 1 B" mid FBPE /29779 Ph.941-380-1574 n1lE
/ 9 1239 JABARA AVE,NORTH PORT,FL 34I88 ,nn M OETA65 ANO su.CROSS SECIXNS
Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt..
EMENIN kr..r°s
I
Business s I 1 -
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Florida
k Product Approval
# USER:Public User
Product Aooroval Menu>Product or Application Search>Application List> Detail
• ® FL# FL5167-R27
Application Type Revision
Code Version 2017
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Simonton/Ply Gem Windows
Address/Phone/Email 3948 Townsfair Way,Suite 200
Suite 200
Columbus,OH 43219
(614)532-3596
luanne.harris@piygem.com
Authorized Signature Luanne Harris
luanne.harris@plygem.com
Technical Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus,OH 43219
(614) 532-3596
luanne.harris@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg,IL 60173
47)3 664
er@a anet.org
Category Windows
Subcategory Double Hung
Compliance Method Certl ca Ion Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2 A440 2005
AAMA/WDMA/CSA 101/I.S.2 A440 2008
Equivalence of Product Standards
Certified By
1 of 7 7/17/2018, 18:06
Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt..
Product Approval Method Method 1 Option A
Date Submitted 04/13/2018
Date Validated 04/24/2018
Date Pending FBC Approval
Date Approved 05/02/2018
Summary of Products
FL# Model,Number or Name Description
5167.1 07-09,07-10 and 07-20 Reflections 5500,PerfeXlon Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09 DH 36x63 R50.pdf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 07-09 DH 37x76 R PG65.odf
Impact Resistant: No FL5167 R27 C CAC 07-09 DH 37x84 R PG60.pdf
Design Pressure: N/A FL5167 R27 C CAC 07-09 DH 44x63 R50.pdf
Other:48x80(+/-25 PSF),56x84(+/-25 PSF),53x76 FL5167 R27 C CAC 07-09 DH 47x71 R PG50.pdf
(+/-50 PSF),36x63 (+/-50 PSF),44x64(+/-50 PSF),47x71 FL5167 R27 C CAC 07-09 DH 48x80 R25.pdf
(+/-50 PSF),37x84(+/-60 PSF),37x76(+65/-70 PSF) FL5167 R27 C CAC 07-09 DH 53x76 R50.pdf
FL5167 R27 C CAC 07-09 DH 56x84 R PG25.pdf
FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Waiver.pdf
FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R27 II IN0066-R11 07-09 07-10 07-20 DH 1X.pdf
FL5167 R27 II IN0067 07-09 07-10 07-20 DH 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReport-IN0066-R11.1)df
Created by Independent Third Party:Yes
5167.2 07-09,07-10 and 07-20 Reflections 5500,PerfeXion Platinum Vinyl Double Hung with
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09 DH w Transom 53x130 R
Approved for use outside HVHZ:Yes PG50.pdf
Impact Resistant:No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Design Pressure: +50/-50 Waiver.pdf
Other:53x130 FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R27 II IN0063 07-09 07-10 07-20 DH w Transom
2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.3 07-09,07-10 and 07-20 Reflections 5500,PerfeXion Platinum Vinyl Double Hung
H-Mulled Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09 DH Triple 126x76 R PG50.pdf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 07-09 DH Triple 160x76 R PG50.pdf
Impact Resistant: No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Design Pressure: +50/-50 Waiver.pdf
Other: 160x76, 126x76 FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
2 of 7 7/17/2018, 18:06
Florida Building Code Online https://floridabuilding.org/pr/px app_dtl.aspx?param=wGEVXQwtDgt..
FL5167 R27 II IN0555 07-09 07-10 07-20 DH Twin Triple
2X.ydf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.4 07-09,07-10 and 07-20 Reflections 5500,PerfeXion Platinum Vinyl Double Hung Triple
with Transom Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09 DH Triple w Transom Triple
Approved for use outside HVHZ:Yes 109x88 R PG35.pdf
Impact Resistant:No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Design Pressure: +35/-35 Waiver.pdf
Other: 109x88 FL5167 R27 C CAC 07-75 waiver to 07-09.odf
Quality Assurance Contract Expiration Date
12/13/2021
Installation Instructions
FL5167 R27 II IN0556 07-09 07-10 07-20 DH Triple w
Transom 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.5 07-20(Nailing Fin Installation) Reflections 5500,PerfeXion Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-20 DH 37x76 R PG65(ext.).pdf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 07-20 DH 53x76 R PG50(ext.).pdf
Impact Resistant:No FL5167 R27 C CAC 07-20 DH 56x84 R PG25(ext.).pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:56x84(+/-25 PSF),53x76(+/-50 PSF)&3706 07/28/2019
(+/-65 PSF) Installation Instructions
FL5167 R27 II IN0129 07-20 DH 2X.Ddf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.6 42-19 ProFinish Brickmould 600,PerfeXion BM 600 Vinyl Double
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 42-19 DH 36x63 R PG50(ext.).pdf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 42-19 DH 3604 R P650(ext) pdf
Impact Resistant: No FL5167 R27 C CAC 42-19 DH 48x80 R PG35(ext.).pdf
Design Pressure:N/A FL5167 R27 C CAC 42-19 DH 5201 R PG35(ext)pdf
Other:52x71 (+/-35 PSF),48x80(+/-35 PSF),36x63 Quality Assurance Contract Expiration Date
(+/-50 PSF),3604(+/-50 PSF) 09/14/2019
Installation Instructions
FL5167 R27 II IN0130-R5 42-19 DH 1X.Ddf
FL5167 R27 II IN0148 42-19 DH 2X.Ddf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE Evakeoort-I1\10130-R5.Ddf
Created by Independent Third Party:Yes
5167.7 42-19 ProFinish Brickmould 600,PerfeXion BM 600 Vinyl Double
Hung Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 42-19 DH Twin 73x63 R PG35
Approved for use outside HVHZ:Yes ext. . df
Impact Resistant:No FL5167 R27 C CAC 42-19 DH Twin 73x76 R PG50
Design Pressure: N/A ext. . df
Other:89x63(+/-30 PSF),97x80(+/-30 PSF), 73x63 FL5167 R27 C CAC 42-19 DH Twin 89x63 R PG30
(+/-35),7306(+/-50 PSF) ext. . df
FL5167 R27 C CAC 42-19 DH Twin 97x80 R PG30
ext. . df
Quality Assurance Contract Expiration Date
10/05/2019
3 of 7 7/17/2018, 18:06
Installation Instructions
FL5167 R27 II IN0150 42-19 DH Twin 2X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.8 42-19 ProFinish Brickmould 600,PerfeXion BM 600 Vinyl Double
Hung Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 42-19 DH Triple 109x74 R PG35
Approved for use outside HVHZ:Yes ext. . df
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 10/05/2019
Other: 109x74 Installation Instructions
FL5167 R27 II IN0151 42-19 DH Triple 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.92 43-17 Profinish Contractor,ProFinish Master,PerfeXion Contractor
Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-17 DH (Fin)26x76 R50.pdP
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 43-17 DH(Fin)44x63 R PG35
Impact Resistant:No ext. . df
Design Pressure: N/A FL5167 R27 C CAC 43-17 DH (Fin)48x80 R PG30
Other:36x72(+/-30 PSF),48x80(+/-30 PSF),53x71 ext. . df
(+/-35 PSF),44x63(+/-35 PSF),48x80(+/-35 PSF),36x63 FL5167 R27 C CAC 43-17 DH (Fin)48x80 R35.odf
(+/-45 PSF),44x63(+/-45 PSF),26x76(+/-50 PSF)&36x74 FL5167 R27 C CAC 43-17 DH (Finless)36x74 R50.odf
(+/-50 PSF),32x62(+/-50 PSF) FL5167 R27 C CAC 43-17 DH (Finless)48x80 R35.odf
FL5167 R27 C CAC 43-17 DH 32x62 R50.odf
FL5167 R27 C CAC 43-17 DH 36x63 R PG45.odf
FL5167 R27 C CAC 43-17 DH 36x72 R30(ext.).pdf
FL5167 R27 C CAC 43-17 DH 36x74 R50(ext.).odf
FL5167 R27 C CAC 43-17 DH 44x63 R45.odf
FL5167 R27 C CAC 43-17 DH 53x71 R35(Fin) (Ext.).pdf
Quality Assurance Contract Expiration Date
10/26/2019
Installation Instructions
FL5167 R27 II IN0096 43-17 DH 2X.pdf
FL5167 R27 II IN0254-116 43-17 DH 1X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReoort-IN0254-116.pdf
Created by Independent Third Party:Yes
5167.10 43-17 Profinish Contractor,ProFinish Master,PerfeXion Contractor
Vinyl Double Hung T-mulled Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-17 DH Twin 72x74 R PG45.odf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 43-17 DH Twin 73x63 R PG35.odf
Impact Resistant: No FL5167 R27 C CAC 43-17 DH Twin 89x63 R30.odf
Design Pressure: N/A FL5167 R27 C CAC 43-17 DH Twin 96x80 R PG25.odf
Other:96x80(+/-25 PSF),89x63(+/-30 PSF),73x63 Quality Assurance Contract Expiration Date
(+/-35 PSF)&72x74(+/-45 PSF) 10/30/2021
Installation Instructions
FL5167 R27 II IN0099 43-17 DH Twin 2X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.11 43-35(Two-Step Sill) 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-35 DH 36x72 R30(Ext.).odf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 43-35 DH 44x63 R25(ext.).odf
4 of 7 7/17/2018, 18:06
Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt..
Impact Resistant:No FL5167 R27 C CAC 43-35 DH 46x84 R25(ext.).pdf
Design Pressure: N/A FL5167 R27 C CAC 43-35 DH 48x80 R35(ext.).odf
Other:44x63(+/-25 PSF),46x84(+/-25 PSF), 3602 FL5167 R27 C CAC 43-35 DH 52x71 R35(ext.).odf
(+/-30 PSF),48x80 (+/-35 PSF),52x71(+/-35 PSF) Quality Assurance Contract Expiration Date
01/24/2021
Installation Instructions
FL5167 R27 II IN0105 43-35 DH 2X.odf
FL5167 R27 II IN0568-R3 43-35 DH IX.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReport-IN0568-R3.pdf
Created by Independent Third Party:Yes
5167.12 43-35(Two-Step Sill)and 43-50 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double
(Three-Step Sill) Hung Twin with Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-35 DH Twin w Transom 73x111 R35
Approved for use outside HVHZ:Yes ext . df
Impact Resistant: No FL5167 R27 C CAC 43-50 DH AAMA 450 R35 73x111
Design Pressure: +35/-35 ext. . df
Other:73x111 Quality Assurance Contract Expiration Date
01/24/2021
Installation Instructions
FL5167 R27 II IN0535 43-35043-50 DH Twin with Transom
2X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.13 43-40 and 43-45 Reflections 5050,Reflections 5300,6100 VantagePointe,
PerfeXion Gold Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-40 DH 32x62 R50.odf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 43-40 DH 36x63 R45.odf
Impact Resistant: No FL5167 R27 C CAC 43-40 DH 36x72 1130.0f
Design Pressure: N/A FL5167 R27 C CAC 43-40 DH 36x74 R50.odf
Other:36x72(+/-30 PSF),5201 (+/-35 PSF),48x80 FL5167 R27 C CAC 43-40 DH 44x63 R PG45.pdf
(+/-35 PSF),36x63(+/-45 PSF),44x63(+/-45 PSF),32x62 FL5167 R27 C CAC 43-40 DH 44x63 R35.1)df
(+/-50 PSF),3604(+/-50 PSF) FL5167 R27 C CAC 43-40 DH 48x80 R35.pdf
FL5167 R27 C CAC 43-40 DH 52x71 R35.odf
FL5167 R27 C CAC 43-45 DH 52x71 R35.odf
FL5167 R27 C CAC 43-45 waiver to 43-40.odf
Quality Assurance Contract Expiration Date
09/12/2021
Installation Instructions
FL5167 R27 II IN0432b 43-40 43-45 DH 2X.odf
FL5167 R27 II IN0434-R6 43-40 43-45 DH 1X.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReoort-IN0434-R6.pdf
Created by Independent Third Party:Yes
5167.14 43-50(Three-Step Sill) 6100 VantagePointe,Asure,PerfeXion Silver Vinyl Double
Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 43-50 DH 32x62 R50 (ext).odf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 43-50 DH 36x63 R45(ext).odf
Impact Resistant: No FL5167 R27 C CAC 43-50 DH 36x74 R50(ext).pdf
Design Pressure:N/A FL5167 R27 C CAC 43-50 DH 44x63 R45(ext).pdf
Other:52x71 (+/-35 PSF),36x63(+/-45 PSF),44x63 FL5167 R27 C CAC 43-50 DH 5201 R35(ext).pdf
(+/-45 PSF),32x62 (+/-50 PSF),36x74(+/-50 PSF) Quality Assurance Contract Expiration Date
01/25/2021
Installation Instructions
FL5167 R27 II IN0432 43-50 DH 2X.pdf
FL5167 R27 II IN0569-R3 43-50 DH iX.odf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
5 of 7 7/17/2018, 18:06
Florida Building Code Online https://floridabuilding.org/pr/pi app_dtl.aspx?pamm=wGEVXQwtDgt..
FL5167 R27 AE EvalReport-IN0569-R3.pdf
Created by Independent Third Party:Yes
5167.15 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500
and 07-20 VantagePointe,PerfeXion Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Approved for use outside HVHZ:Yes Waiver.pdf
Impact Resistant:No FL5167 R27 C CAC 07-10 07-20 to 07-09 Waiver.pdf
Design Pressure: N/A FL5167 R27 C CAC 07-75 DH 48x80 R PG35.pdf
Other:48x80(+/-25 PSF),53x74(+/-30 PSF),48x80 FL5167 R27 C CAC 07-75 DH 53x74 R PG30.pdf
(+/-35 PSF),5201 (+/-35 PSF),53x80(+/-40 PSF),36x63 FL5167 R27 C CAC 07-75 DH 53x80 R PG40.pdf
(+/-50 PSF),36x74(+/-50 PSF),36x72(+/-55) FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
FL5167 R27 C CAC 75-75 DH 36x63 R PG50.pdf
FL5167 R27 C CAC 75-75 DH 3602 R PG55.pdf
FL5167 R27 C CAC 75-75 DH 3604 LC50.pdf
FL5167 R27 C CAC 75-75 DH 48x80 LC PG25.pdf
FL5167 R27 C CAC 75-75 DH 5201 R PG35.pdf
FL5167 R27 C CAC ACP-05 SIM 07-75 DH HS PW frame
07-09.pdf
FL5167 R27 C CAC ACP-05 SIM 75-75 07-09,07-75,
07-09,75-10,75-20 DH frame.odf
Quality Assurance Contract Expiration Date
03/25/2020
Installation Instructions
FL5167 R27 II IN0113 75-75 75-09 07-75 07-09 07-10
07-20 DH 2X.odf
FL5167 R27 II IN0132-R11 75-75 75-09 07-75 07-09
07-10 07-20 DH 1X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReport-IN0132-R11.pdf
Created by Independent Third Party:Yes
5167.16 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500
and 07-20 VangtagePointe,PerfeXion Platinum Double Hung H-Mulled
Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-09-10-20 and 08-09-10-20
Approved for use outside HVHZ:Yes Waiver.odf
Impact Resistant:No FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
Design Pressure: +50/-50 FL5167 R27 C CAC 75-75 DH Triple 10904 R PG50.pdf
Other: 109x74(+/-50 PSF) Quality Assurance Contract Expiration Date
09/13/2021
Installation Instructions
FL5167 R27 II IN0060 75-75 DH Triple or Twin 2X.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.17 75-75,75-09,07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500
and 07-20 VangtagePointe,PerfeXion Platinum Vinyl Double Hung
H-Mulled Twin with Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL5167 R27 C CAC 07-75 waiver to 07-09.pdf
Approved for use outside HVHZ:Yes FL5167 R27 C CAC 75-75 DH Twin w Transom 73x111 R.
Impact Resistant:No PG50.odf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:73x111 *Glazing complies with ASTM E 1300-04. 09/13/2021
Installation Instructions
FL5167 R27 II IN0062-117 75-75 DH Twin w Transom.pdf
Verified By:American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R27 AE EvalReport-IN0062-R7.1)df
Created by Independent Third Party:Yes
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6 of 7 7/17/2018, 18:0E
Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt.,
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
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7 of 7 7/17/2018, 18:06
REMSMS,- ENsm BY OAIE:
„�Xsltsslls !1 R
MAD MUMEL EOVERALOLNNOMINAL SIZE: SeeoS Hen Chart
Hung Series 43-17 Vinyl Window p•�.1C RE�T��y�a�a x� } p vnp ox mips cN�5T• _ TDB. al
11/7/2077 4
.� F i LUCAS 0.TURNER,P.E u A s x E. a ADDM
DESIGN PRESSURE RATING: a See Size Chart _ No 58201 '?]S FL PE 9 58201 4 TOD. 11/]a/11
*: * *� TURNER ENGINEERING& S `00w NIN mlE OST.NOTE a15. 1/111/15
USABLE CONFIGURATIONS: X =m. ea;? CONSULTING,INC. B n s @ 16. A wx sryo/IA
'A'. STATE OF 1 ra_� (COA a 29779)
X � cE.S�,(O R 101;p�2` 1239 JRT AVE
NORTHBPORT�34288
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness !S�ONA�ep�A PH. 41-380-1574
through which the anchor screw penetrates is a minimum of 0.142".
1 a
SUBSTRATE
Q BY OTHERS
SILICONE CAULK
SEE NOTES 15&16,SHEET 2
17 1/4"MAX.SHI SILICONE CAULK
SEE NOTES 15&16,SHEET 2 SUBSTRATE
BY OTHERS
i SIZE CHART SILICONE CAULK
SEE NOTES 15&16,
w OVERALL SIZE DP RATING
1 HEAD SHEET 2
YAOTH HEIGHT 1
z 36" 72" INSTALLATION FASTENERS
170 PSF SEE TABLE 1.SHEET 2
44' 63'
rc 44" 63'
o T 1. 80" t35 PSF
n 57" 71" SUCONE CAULK
SEE NOTES 15&16. 1 4 MAX.SHIM
s �" 63" t45 PSF SHEET 2 /
44" 63'
2
26" 76" 1 JAMB
SEE NOTES 36" 74" i50 PSF OTES 1 CAULK 15&16, SILICONE CAULK
32' 62" SHEET SEE NOTES 15&16.SHEET 2
SUCONE CAULK
1 SEE NOTES 15&16,SHEET 2 SUBSTRATES
BY OTHERS
Q � 1 9LL
a
s
�—W'MAX.OVERALL FRAME w7DTH m
olsr±OwJFlE STATE mmien ea waan mpeonptn<Ism mry wne Omer a1 m.lm
Ama nTdee �SIMONTON* 8 a02044 6
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rRab of gooes for onym II omen Non Slmmmn th, SCIlE: FEL APPBYO BY:PATE:
wlthaut Its gt.t. This resbicxan epee not Intl[me xFA(£--EA-. x 3.OJ FlT 1 0l 2
rniplen re rights Iw ulene inimno8m conlwlnee i,this .%X 3.Ot 0' ]0 min. SERIES
awamnt wnla ie pn°my wbtdnm hom mwmer swwx w5n MA P. ,%X%4.005 43-17 aouBtE HUNG
n e
FllE I14O154 Ix auTx NsrNunox
MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window ���`p1pLyvyv��4
MAXIMUM OVtRALL NOMINAL SIZE: See Size Chart : ..O.E........ � ZZ
% l I/7/2017
DESIGN PRESSURE RATING: • See Size Chart �-Jr: No 58201 'A: LUCAS A.TURNER,P.E.
FL PE®58201
TURNER ENGINEERING @
USABLE CONFIGURATIONS: X 9'•. BTATE OF W� CONSULTING,INC.
X �O•t`'•,'s T,.•"2�� (CO 129AJ BARA 7AV)E.
3
,�� t C R:�'�OHO•`,, NORTH PORT,FL 34288
N RA D C.RIPTION• The head, sill, and side jambs are extruded PVC. The wall thickness zsS20NA„ p�`` PH.941-380-1574
through which the anchor screw penetrates is a minimum of 0.142".
TABLE 1: INSTALLATION FASTENERS TABLE
ED SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED MIN EDa
1
A CONCRETE 2 KSI MIN. } 16-ITW TAPCON 1-1/2- 1 1 8-
B ASTM C90 117 PCF MIN. U 3/15'IIW TAPCON 1' 2'
C 2X MIN.SOUTHERN PINE WOOD 3/I6-rrW TAPCON 1-3/8' 3/4'
D X MIN SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8. 3/4'
Gm0.55
E 16 GAUGE 0.060 MIN.STEEL 10-16 ITAI T06 FULL THREAD 1/2- ,
STUD 3K51 YI D MIN SELF-DRIWNG SCREW
1 8 PLUM.8063-T5 MIN. 10 RADE SELF- IN /
F 1 e'STE 36 KSI MIN. DRILLING SCREV/ FULL THRE 1 2'
NOTES:
1.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Leeds for Buildings and
Other Structures do not exceed the design pressure ratings herein.
2.Far anchorage requirements In various substrates see Table 1.A minimum distance of 3'shall be maintained between any two installation fasteners.
3.All Interior and exterior perimeter surfaces or the window must be caulked.
4.Anchor type,size,spacing,embedment,and edge distance shall be as specified in these drawings.
5.Anchor embedment to substrate shag be beyond wall dressing or slurm.For masonry,openings with wood bucks less than 1-1120 thick,embedment shall be beyond wood bucks,if used,and Into masonry substrate.
Woad buts with masonry are optional.
6.Wood or masonry openings,bucks,and buck fasteners,by others,shag be properly designed and installed to transfer wind bads to the structure.
7.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the archdect,building owner,or contractor.
8.Shims am required where gaps of greater than 1/16'exist between opening and frame.Max shim stack is 1140.Shims shall be load-bearing and capable of transferring leads to the substrate.
9.When used in areas requiring Impart protection,this product REQUIRES the use of approved impact resistant shullers or other external protection.
10.Sealing and Dashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product Is being Installed.Overall water penetration resistance of the installed product is
not addressed In this drawing and Is the responsibility of others.
11.Glazing shag comply with ASTM E 1300.
12.All fasten s penetrabng Into pressure treated wood shall be capable of preventing conusbn due to reaction with pressure treatment chemicals.Any dissimilar materials that cane Into contact shall be protected to
prevent reactions In accordance With code requirements.
13.A wind load duration factor Cd m 1.6 was used for the analysis of wood screws only.
14.Products shall be constructed es specified in test reports A9243.01-50147 and A4934.01-50147 by Architectural Testing,Inc-Springdale,PA and G4256.01-10947,B3423.01-10947,COB27.0140947,
C0838.01-109-47,C5W8.01-10947 and C7754.01-10947 by Architectural Testing,Inc-York,PA.
15.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products.Make sure surfaces are completely free horn ail m old cauk daaged wood,
wood fibers,grease,oil did,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the
same day of which the silicone caulk is to applied.For more delags visit Simontan.com.
16,Caulk application:recommended at and surface temperatures at the time of application are to be between 40 and 90 degrees F.Insure all contact surfaces are clean and dry Including the new window(s).Use a backer
rod on all joints>3141 deep ondlarwiderthan 1/4'.Finished ceulkjoint should be a minimum of 3/6'deep and make full contact with both the newwindim and structural opening surfaces.Silicone caulk should be
forced into joint or CompmssGd to assure full Contact on both surfaces and to expel any air pockets.
AIERIAL• 1E ON Ev.
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