HomeMy WebLinkAbout15-16477 CITY OF ZEPHYRHILLS
� 533�-8TH STREET
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BUILDING PERMIT �
PERMIT INFORMATION 1 LOCATION INFORMATION
Permit Number: 16477 Address: 5247 3RD ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-12600-0040
Improv. Cost: 2,700.00 OWNER INFORMATION
Date Issued: 8/19/2015 Name: ENGLISH ANGELINA
Total Fees: 75.00 Address: 5247 3RD ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 8/19/2015 Phone: 813-407-2525
Work Desc: REPLACE 4 WINDOWS SIZE/SIZE
CONTRACTOR S APPLICATION FEES
I R&R WINDO S&DOORS BUILDI G FEE 75.00
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Ins ections Re uired
FOOTER 2ND R U H P MB I MI C INSULATI N CEI ING
FOOTER BOND DUCTS INSULATED I SEWER MISC.
ROUGH ELECTRIC LINTEL I MISC MISC.
1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC.
DUCTS INSTALLED � WATER I MISC DRIVEWAY
PRE-SLAB SHEATHING I MISC. MISC.
CONSTRUCTION POLE FRAME I 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.
CON RA T S GNATURE PERMIT OFFI R
PER IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
�
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
8»-78aoo2o City of Zephyrhills Permit Application Fax z�
' sui�m�oeparane�c
Date Received � � phone Contad for P itting !Z-1 �«' - �d��
Owners Name (� �,L.l N p C.�b� �I 'S
Owners Address J (� � I Owner Phone Number
Fee Simpie Titleholder Name I Owner Phone Number
I
Fee Simple,Titieholder Address I -
JOB ADDRESS � 3 S� I LOT# �
SUBDIVISION PaR IEL IDtf 1� -Z 6— 2� � 00 i C7- ��2.ba0_ OO L O c7
(OBTAINED FROM PROPERTY TAX NOTICE�
WORK PROPOSED NEW CONS7R ADD/ALT � SIGN � � DEMOLISH
INSTALL B REPAIIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONS7RUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTON OF WORK 1��+�'L.i,C` ��)�J,WOl/�� S I2���� S 1 �
BUILDING SIZE SQ FOOTAC3E� HEIGHT �
BUILDWG $ �OO VALUATIiN OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ,
QPLUMBING $ i�`��
� ��^ ��� �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION��i
QGAS Q ROOFING Q SPEiIALN Q OTHER � �V�
FINISHED FLOOR ELEVATIONS FLOiD ZONE AREA QYES NO
, /� r-, ��,,/ �N,��
BUILDER IOMPANY R� 1�' w 1� D�+\ � ��`�'
SIONATURE t REGISTERED Y/ N FEE CURREN Y/N
Address � 'Ttal I��- License#
I
ELEC7RICIAN , COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
I
Address I License#
I
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
I
MECHANICAL COMPANY
SIGNA7URE REGISTERED Y/ N FEE CURREN Y!N
i
Address I License#
�
07HER COMPANY
SIGNATURE R�isr�rteo Y/ N FEE CURREN Y/N
i
Address I License#
IIIIIIIIIIIIIII � IIIIIIIIIIIIII11 � 1111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)s�t of Energy Forms;R-O-W Permit for new construdion,
Minimum ten(10)working days after subm'dtal data. Required onsite,Construdion Plans,Stormwater Plans w/SiR Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit foi subdivisionsllarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a LffelSafety Paga;(1)set of Energy Forms.R-0-W PermR for newconstruction.
Minimum ten(10)wnrking days after submittal date. Required onsite,ConsWdion Plans,Stortnwater Plans w/Sik Fence installed,
Sankary Fadlities&1 dumpster Site Work Permit foi all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
- • 1 1 f f 1 • • 1 • 1 1 • � � 1 f t� 1 Li ' {ii..l ' 1 � f 1 1 f 1 1 t 1 • Y •
Directions:•
Fill out application completely.
Owner 8 Contrador sign back of application,notarized �
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the contrador)or Power of Attorney(for the owner)would be sameone with notarized IeHer from owner authorizing same
OVER THE COUN7ER PERMITTING (Front of Appliption Onty)
Reroofs if shingles Sevters Service Upgrades AIC Fences(PlotlSurveylFootage) �
Driveways-Not over Counter if on public roadways..needs ROW
I
NflTICE OF dEED RESTRICTIONS: The undersigned undersfands#hat this permit may be subject to°deed°restric6ons'
� which may be mare restrictive than County regulations, The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNt..IGE�ISED CONTRACTORS AND CONTRACT{}R RESPONSIBII.tT1E5 If fhe owner has hired a contrac#or 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
�nder state law lf the owr�er ar iotended contractor are uncertain as to what licensing requiremenfs may apply for the
irrtended work,they are advised to contact the Pasw Caunty Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractar or contractors, he is advised to have the contractar(s) sign
portions of the"contractor BlocE�'of this application fo�whicfl they will be responsible. lf you, as the awner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitied to permitting privileges in Pasco
County. �
7RAIVSPt?RTATION IMPAGTNTILITlES IMPAGT AND RESOURGE REGOVERY FEES: The undersigned understands
that Trattsportation(mpact Fees and Recourse Recavery 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 unders#ands,that such fees, as may be due,wiD be identifted at the fime af
permitting. It is further understood that Transportationl lmpact Fees and Resource Recavery Fees mus#be paid prior to
receiving a°certificate of occupancy"or final pawer release. If the project does not involve a certificate of occupancy or
final power refease,the fees must be paid prior to per�nit issuance. Furthermore, if Pasco County WatertSewer impact
fees are due,they must be paid prior to permit issuance in accordance with app(icable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter?13,Florida Statubes,as amended): If valuation of work is$2,500.00 ar more, I
certity that !, the applicant, have been provided wit� a copy of the °Florida Construction �ien Lavv—Hameowner's
Protectiar�Guide"grepared by fhe Florida Departmentiaf AgriculEure and Consumer Affeirs. (f the applicant is someone
other than the"owne�', I certify that I have obtained a copy of the above described document and promise in good faith ta
deliver it to the"owner°prior to commenaement �
CONTRACTOR'StOWtVER'S AFFtDAVlT (cettify that a1i the informa6an in this application is accurate and that ail work
will be dane in compliance with all applicable laws regulating constructinn,zoning and land development. Application is
hereby made ta obtain a permit to do work and installation as indicated. I certify that no work or installation has
cammenced priar Eo issuance of a permit and that a(1 worK wil( be petfarme�!to meet standards of all laws regulating
construction, Caunty and City codes, zaning regulations, and Iand 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 responsibili#y fa identify what actions 1 must take to be in compliance. Such agencies include but are not limited ta �
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment. �
- Soathwest Florida Water Ntanageme�rt� District We[Is, Cypress Bayheads, Wetiand Areas, Aifering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of HeaEth & Rehabilitative ServicesiEnviranmental F{ealth tlnit Welis, WasEewater Treatment,
Septic Tanks.
- US Environmental Protection,�qency-Asbestos abatement
- Federat Aviation Authari#y-Runways.
I undersfand tha#the foflowing restrictions apply to the use of fili:
- Use of fill is not allowed in Flood Zone"V°unless expressly permitted.
- if the fili materiaE is to be used in Flood Zone °A°, it is understoad that a drainage plan addtessing a
°cvmpensating volume°will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida. I
- !f the fii! mataria! is to be used in Fiood Zone°A° in connection with a permifted building using stem wal2
construction,I certify that fiil will be used only to fili the area within the stem wall.
- If fiil material is to be used in any area� I certify that use of such fill will not adversely affect adjacent
properties. !f uss of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the canditions of the buiEding permit issued under the aftached permit app(ication, for(ots (ess 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 i�form the owner of ihe permitting condiftons set forfh in
this a�davit prior to commencing corrstruction. I und�rsfand that a separate permit may be required for e(ectricai work,
plumbing, signs, wells, pools, air conditioning, gas, o�other installations not specifically included in the application. A
permit issued shall be construed to be a license to pro�ceed with the work and not as authority to violate, cancei,alter,or
set aside any pravisions of the technicaE codes,nor shaJl Essuance of a permit prevent the Building Official from thereafter
requiring a correction of enors in plans,construction o�vialations 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 autharized by
the permit is suspended or abandaned for a period of s�,ix{6}monfhs after the time the work is commenced. An esctension
may be requested, in writing, fram the Building Official for a period not ta exceed ninety(90)days and will demonstrate
justifiable cause far the e7ctension. If work eeases for ninety(90)consecutive days,the job is considered abandoned.
WARNIIVG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NiAY RESULT IN YOUR
pAYING TWICE FOR IMPROVEMENTS TO YOUR PRdPERTY. IF YOU INTEND TO OBTAIN FINANGING,CONSULT
WITH YOUR LE�IDE�t OR AN ATTORNEY BE�ORE RECORDIN�YOUR NOTICE O C4iUt�RERiGENfENT.
FLORIDA JURAT(F.S.117.03)
OWNER 4R AOENT CQN7RAC7QR
Subsaibad an b�wom to{ar affrrtned}beEore r�this S�bs 'be�Sdswvm t (or a ' d��forel mVe fhis �� I
P �/
VNto is/are personaly known to me or has/have produced Who" re p rson kn �o me or hss/t�ave produced 4
as ideMiflcation. 'denYsficaiion.
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Notary Pubiic / f.LCX���� Noiary Pu6tic
Cammission No. Cammiss' n o.
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Name of Notary typed,printed or stamped Name of Notary typ ;�rj� orq��� �res Decembec 12,2018
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City of Zephyrhills
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BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: /� U � f/�l��� �1�J�(��
Date Received: �— Z �— i�S
Site: �' ��j � r� �� '
Permit Type: � ���'l Lt"� /Q e�yl�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment s , sh 'b kept with the pernut and/or plans. � �i
, ` �
Kalvin Switzer—P Examiner ` D� Contractor and/or Homeowner I
. (Required when comments are present)
Florida Building Code Online Page 1 of 2
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Pmduc[Aooroval Menu>Product or Aoolication Search>Apolicatlon List>Applietion Detail �
_ �C,Q O,c ��,
FL# FL14787-R2 " a��F��L,1' `��
, � .. '7 �
Application Type Revision �A ��
Code Versian 2014 �`''�/�F��e��� �
Application Status Approved �
�LL k7DTJ �
Comments �1�1,5'
Archived � ���AILI111G��S�MPLy�,�THALL
CITYpFZ pH���ErLEC���UILD�G
Product Manufacturer Simonton Windows D
Address/Phone/Email 1 Cochrane Ave ""uLj,S'QD� Nc AND
(614)532�3 6Z6415 1�(JrnTA ES
luanne.harris@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.com
Technical Representative Tina]enkins
Address/Phone/Email 1 Cochrene Drive
. Pennsboro,WV 26415
(304)420-9352
Tina.]enkins@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg,IL 60173
(847)303-5664
webmaster@aama net.org
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
N1 Evaluatlon 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.
Quality Assurence Contract Expiration Date 12/31/2018
Validated By Scott Wolters,PE
� Validation Checklist-Hardcopy Received
Certificate of Independence FL14787 R2 COI EvalReport-RMOO156r6.odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
https://www.floridabuilding.org/pr/pr_app dtl.ispx?param=wGEVXQwtDqueufsxW4GVz... 7/23/2015
-
Fiorida Building Code Online Page 2 of 2
Product Approval Method Method 2 Option B
pate Submitted 04/27/2015 �,
Date Validated OSf01/2015
Da#e Pending FBC Appravai d5j10j2D15
Date Approved 06/23/2015
Summa of Products
FC# Model,Number or Name Descrigtion
14787.1 Reinfprced Stand Alone Mullions E�ctruded Vinyi Mullions with Aluminum Reinforcement
Non-Impact I
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14787 R2 II RMOO15Br6.odf
Approved for ase outside HYH2:Yes Verified By:Lucas A.Tumer PE#582Q1
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluatian Reports
Other:Design pressure retings vary by unit and mullian FL14787 R2 AE EvalRenort-RMOO15Br6.pdf
size.See instalEatiar�drawings for applicabte di sign pressure Created by Zndependent fhird Party:Yes
rating,
Back NbM
Contact Us:: 0 No nroe Stree ailah ssee 399 phone:850�87-1824
Tha Skate of Florida is an AAJEEO empbyer.Coovriohi I2007-2013 State of Fiorida. :Privacv Siatement::Accessibflitv SFatement Refund Statemerrt
Undes Fiorida law,email addresses are public records.If�Iou do not want your e-mail address released(n response to a publio-records requPSt,da rwt send '
electronic mail to this entity.Iretead,cpntac[[he offlce by,phone or by qaditional mail.If you have any questtons,please contact 850.487.Y395."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 emai!addr�s if
they have one.The emaits provided may be used for official communicatio�w�ih the licensee.However emaii addresses are public recard,ff you do rrot wish to
supply a personat address,please provide the Departmerrt wi#h an emait address which pn be made available to the public.To dekermine if you are a licensce under
Chapter 455,F.S.,please ciick here.
Product Approval Aocepts:
w�,a 1�1 ��.�i�.�- � �
SCCYITitti'd1fi1'[ifb'S' (
' �
https:llwww.floridahuilding.org/prlpr app dtl.ai px?param=wGEVXQwtDqueufsxW4GVz... 7123/2Q25
REVISIONS
SIMON'�DN MULLIONS MEET THE REQUIREMENTS OF THE REV. DESCRIPTION DATE Br
1 COCHRANE AYE.+PENN560F0.WV Z8415
PH.900-626-22�9 FLORIDA BUILDING CODE. Re��Se per o� lorido uilding ,
EXTRUDED NON—INIPACT VINYL MULLIONS 2 Code, Added Sheet 7. 12/15/2008 TDD
WITH ALUMINUM REINFORCEMENT 3 Revise per 0 lorida Building 04 15
ALL NON—IMPACT WINDOW SERIES Code, Added Sheet e. / /2011 JRM
4 Revised per 2010 Florida Building Ot 20 2012 CAP
Code, u doted eneral notes shf.t. � �
5 Updated DP ratings c art and 06 20 201 T.D.D
odded new mullion covers. � �
g Revised per Sth Ed. 2014) FBC 04/25/201 LAT
I
LARGE MULLION LARGE MULLION MEDIUM MULLION MEDIUM MULLION
REINFORCEMENT CM0146 REINFORCEMENT #16991 REINFORCEMENT #16990 REINFORCEMENT #20634
ALUMINUM 6063—T6 ALUMINUM 6063—T6 ALUMINUM 6063—T6 ALUMINUM 6063—T6
5000 FIN & J FRAME VINYL PROFINISH LARGE VINYL PROFINISH MEDIUM VINYL RETROFIT MEDIUM VINYL
H—MULLION COVER #VPI-573 H—MULLION COVER #VPI-560 H—MULLION COVER #VPI-346A H—MULLION COVER #VPI-436
EXTRUDED VINYL 0.071" MIN. EXTRUDED VINYL 0.079" MIN. EXTRUDED VINYL 0.071" MIN. EXTRUDED VINYL 0.070" MIN
i�,+►�'���,�,1�R E�'��t���
PRODUCT DESCRIPTION: *,ti��� 4�*°�'�"�� 'V��
♦ . G��� . ir'
1 ALL MULLION REINFORCEMENTS ARE EXTRUDED . •. �s
ALUMINUM 6063—T6 LuCasA.Tume� „�r" �� 5€�2�11 f'�"F�'�
2. ALL MULLION COVERS ARE EXTRUDED VINYL. SEE 2015-OS-01 � % �
ABOVE FOR INDIVIDUAL MULLION THICKNESS. 20:23-04:00 0 7k'� �. Y�k�
RETROFIT LARGE VINYL -,�; ��� 4000 SERIES MEDIUM VINYL
H—MULLION COVER -#VPI-354 :�.� gq�p,�� �� �:�� H—MULLION COVER �MP0347
EXTRUDED VINYL 0.071" MIN. °.•�,�;•.,.c :°�''.`` EXTRUDED VINYL 0.070" MIN.
� � �
�+'����+�.� R,h�P•��`,1�w
GENERAL NOTES. `���'��J'��Aq�i►t`�`�*~
1 THE FOUR (4) MULLION PRODUCTS MEET THE 5TH ED. (2014) FLORIDA BUILDING
TABLE OF CONTENTS CODE SECTION 1710.5.3, INCLUDING'L/175 DEFLECTION LIMIT, LOAD TRANSFER,
SHT DESCRIPTION AND FIBERSTRESS ANALYSES IN THE DESIGN PRESSURES SHOWN IN THE TABLES
1 INDIVIDUAL MULLION APPLICATIONS IN THIS DRAWING. THE ANALYSES DID NOT ADDRESS AIR OR WATER INFILTRATION.
2 DESIGN PRESSURES FOR REINFORCEMENT CMOt46 4000 SERIES LARGE VINYL OVERALL WINDOW ASSEMBLY ALLOWABLE DESIGN PRESSURES SHALL BE THE
3 DESIGN PRESSURES FOR REINFORCEMENT 16991 LOWER OF THE MULLION PER THIS APPROVAL OR THE SIMONTON WINDOWS PER
4 DESIGN PRESSURES FOR REINFORCEMENT 16990 H—MULLION COVER #VPI-354A SEPARATE PRODUCT APPROVAL.
5 DESIGN PRESSURES FOR REINFORCEMENT 20634 EXTRUDED VINYL 0.071" MIN. 2• PRODUCT ANCHORS SHALL BE AS ,a y � �"RMOOise 6'
6 MULLION ATTACHMENT AND ANCHORING LISTED AND SPACED AS SHOWN �/""' SIRAONlb�°""Rt�w 3'=zo-a
HEREIN ai�5iza,5 TDD� �2)18/08
7 MULLION CROSS SECTIONS—WOOD FRAME SUBSTRATE LUCASANPI8I.P.L n�.,,� �0.�5:� µR*t�a '°°�R� 6,'�zoi,z
nmr+m waxmuxc a cm1su�nrvo,wc
MULLION CROSS SECTIONS—MASONRY CONC. SUBSTRATE 1]9�J�9MA�4GNaTM°�";'nNme �°"sA
IN 0 C N ULLI
REVISIONS
':�N�� REV. DESCRIPTION DATE BY
1 COQ/RANE AVE.PENN590R0.M/V 26415 ALUMINUM MULLION EXTRUDED VINYL evised
PH.800—a26-22a9 2 per 20 orida Building 72 15 2008 TDD
REINFORCEMENT MULLION COVER Code, Added Sheet 7. / /
EXTRUDED NON—IMPACT VINYL MULLIONS 6063—T6 Revise er 0 lorida Bwdin
WITH ALUMINUM REINFORCEMENT 3 Code Added Sheet e. 9 04/t5/2011 JRM
ALL NON—IMPACT WINDOW SERIES 4 Revised per 2010 Florida Building
Code, u dated eneral notes sht.1.01/20/2012 CAP
5 Updoted P ratings char and 06/20/201 T.D.D.
odded new mullion covers.
I L—BRACKET g Revised per Sth Ed. 2014) FBC 04/25/201 LAT
,\ �'A�
/� �\
\ �
BASE PLATE—X.\ ° o � '�tryi����i�dt�,�
D E TA I L A - _ `' 1���y,,P`�.+����*�•.?'��'��i
....
SC L 1:� SEE MANUFACTURER'S INSTALLATION �\ ' /�,����'�*�`����S�a���'.���Sti+�,,�
INSTRUCTIONS FOR ATTACHING REINFORCED �+,-.r : (�QA 58201 0� ,�,e
6� MULLIONS TO WINDOW UNITS. TYPICALLY, � : : �
USE SELF—TAPPING SCREW OF SUFFICIENT o �: i 7�';;
5/e""—j—� t �/s""�5/s"" LENGTH TO FULLY ENGAGE THREADS THROUGH ° : * � "
I I THE ALUMINUM REINF., AT THE ANCHOR SIZE v�� �,��,r� �� ;��:
AND SPACING INDICATED IN THE APPLICABLE
WINDOW PRODUCT APPROVAL FOR �°,r�..(�', fi �i. +'���e"~
°�,� ATTACHMENT TO WOOD SUBSTRATE. ��d(C��`y•+r�Q��,5,3a,�����ti�
� fy C)' �far��+• �
> �a, � ��ia`�i��j'A;���44
p yo \
`�� � � � `VINYL MULLIONACOVEREAND
MULLION REINFORCEMENT
USING (2) RIVETS OR BARREL
NUTS (305 L8. MAX. SHEAR)
2 PLACES EACH L—BRACKET
3/a^^ /" a a'^ s a'• � _ (REFER TO TABLE 1)
REINFORCEMENT BASE PLATE DETAIL �
.060" MIN STAINLESS STEEL
ANSI 302/304
�2,�,6•°�
TW��(2) �1/4 HOLES BASE PLATE
�
� � � PAK—WIK SPACER
1�� X 1�2° X 1�4" THICK
� MAX. (4 REQ. — (2) AT
� n � TOP & �2) AT 607TbM
� �
N � L—BRACKET
SEE MANUFACTURER'S ATTACHMENT
� INSTRUCTIONS FOR ATTACHING REINFORCED
N ��2. MULLIONS TO WINDOW UNITS
� ASSEMBLED MULLION ATTACHMENT VIEW
REINFORCEMENT L—BRACKET TABLE 1 — MULLION ATTACHING HARDWARE
0.076�� MIN. STAINLESS STEEL RIVET .25 DIA. STEEL RIVET WITH A GRIP LENGTH OF 50 MAX.
ANSI 302/304
BARREL NUT #10-24 OR �10-32 STAINLESS STEEL BARREL NUT.
NOT�OOD FRAME. USE (4) �{10 X 1 3/4" WOOD SCREWS AT THE HEAD AND SILL THROUGH BASE PLATES, 250 O.D X .25" LG WITH 125 MIN ENGAGEMENT
WITH 1-1/2" MINIMUM EMBEDMENT INTO WOOD FOR MULLION ATTACHMENT SEE SHEET 7 FOR DETAILS. 2 �
'2• MASONRY/CONCRETE. USE (2) 17W TAPCON OR ELCO U�IRACON ANCHORS '�RMOOts9 s'
Z� SIAAONTO °""Rfv"+ �s�-zo-
AT HEAD AND SILL THROUGH BASE PLATES. SEE SHEET 8 FOR DETAILS. `°`TOO" ;z%is/oa
</zs/zms
3. TWO (2) RIVETS OR BARREL NUTS ARE REOUIRED TO ATTACH WGASANRMA.P.L RPL/lON1 �o.�s:i w�*sa�a '°°��' d�jxo�,x
L—BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (THIS SHEET). �oic°t¢aa�nu°�vn.�e.���+e�i sw
tl9�uurn��L Nmm rmi.rt Nxee � IN U I
REVISIONS
su�o�rr��rorr REV. DESCRIPTION DATE BY
1 COCNFANE A4E.PENNSBORO,WV 26415
PH.800-4q6-2249 2 evised per Florido 8uilding 12 15 2008 TDD
EXTRUDED NON—IMPACT VINYL MULLIONS Code, Added Sheet 7 / /
WITH ALUMINUM REINFORCEMENT 3 eV�Code eAdded Shee d 8 Building 04/75/2011 JRM
ALL NON—IMPACT WINDOW SERIES 4 Revised per 2010 Florida Building
Code, u doted eneral notes sht.1.01/20/2012 CAP
5 pdate P ratings c art and 06/20/201 T.D.D
added new mullion covers.
g Revised per Sth Ed. 2014) FBC 04/25/201 LAT
#10 X 1 3/4" WOOD SCREW,
(4) EACH, HEAD & SILL
EMB�DMEN�T
INTO WOOD
6.0
0.35 MI� '75 75
�10 X 1 3/4" WOOD SCREW, �5 3.0 75
4) EACH, HEAD & SILL
RIVET OR BARREL NUT 0 42
(S�E TABLE 1 ON SHEET 6),
(2 EACH BRACKET 2�4
MULLED UNIT
HEIGHT
A A
TREATED WOOD BUCK TO BE
ENGINEERED BY OTHERS TO
TRANSFER LOADS TO SUBSTRATE.
EMB�DMENIT�
INTO WOOD SECTION A—A
�10 X 1 3/4" WOOD SCREW,
4) EACH, HEAD & SILL 4�#q,y11�a1W�,f�lp�
WE HTI2XLWOOD SUBSTRANE y4*��y�,�a��•,�'�'����•��✓t�`�ifi
- :'4J�:e r, �` •,�'��,,;��
,�y: I+e�o 5E201 ;?��
�
o �ir, :�k�
� � � �
�
%'4. .�.
NOTES: �� ' ��'�'`'I� aF •��s
�' �,, �CI
1 THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH THE 5TH EDITION (2014) FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED Pes�'+'r "( �"+`Y�y��
TO USE OUTSIDE THE HVHZ. �j�(��•,.��R t��,'���„��`�
3. ANCHO SLISHALLHHAVEBI /2DMNIM�UMNEMBEDMENT INTO WOODOAND 7/8'UMNSMUM WOOD EDGE DISTANCE. '+Irl�l���9l1r�,,;�+
4 ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS.
5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR.
RM00158 6
6. #10 WOOD SCREWS SHALL BE STEEL CONFORMING TO ASTM A 653. Z�' SIlvtOt�1TON°""R�� °3'=so-a
7 BASE PLATES AND L—BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302/304 a�z5��015 ^ ' " ° °" °'FTpp" �2'Sie�oe
8. SIMILAR INSTALLA710NS ARE USED ON HEAD AND SILL. ,�,.P� 2Rr,ero� �o.�s:i �*ae�s "°°�7,�' o�zo�iz
9 WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REOUIRE� �a„p1�'°',,,,°,„;:'�;�,;; m,a
13J9 J.V�PA�K NqViH PoRi,R N3G0 �. R IN C VL ULLI NS
REVISIONS
��tMOrrrorr ' REV. DESCRIPTION DATE BY
7 COpIRANE AVE.PENNSBORO.WV 26415
PN.800-426-2249 2 BVI38 PEf 2 F�OfldO Building .�.L ,15 2008 TDD
EXTRUDED NON—IMPACT VINYL MULLIONS Code, Added Sheet 7. / /
3 evised per lorido Building 04 15 2011 JRM
WITH ALUMINUM REINFORCEMENT Code, Added Sheet 8. / �
ALL NON—IMPACT WINDOW SERIES 4 Revised per 2010 Florida euilding
Code, u dated eneral notes sht.1.01/20/2012 CAP
5 Update rotings chart and 06/20/201 T.D D
added new mullion covers.
6 Revised per Sth Ed. 2014) FBC 04/25/201 LAT
CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI,
MASONRY— STRENGTH CONFORMANCE TO ASTM C-90
ww��
iVi�
�p�U
� \ . U� O
� ^��? INSTALL ANCHORS THROUGH OUTERMOST HOLES.
Q �z SEE NOTE 3
Q Q
Q z
JC �
WITH 1 BY WOOD �� `�
BUCK SHOWN ��' M 6"
��
0
4 1/2"
CONC./MASONRY ANCHOR, SEE NOTE 3.
MIN. 4" SPACING BETWEEN ANCHORS O O
�
\
�-- N
RIVET OR BARREL NUT cv `r
(S�E TABLE 1 ON SHEET 6), °
(2 EACH BRACKET
MULLED UNIT
HEIGHT
A A
WITHOUT 1 BY WOOD CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI
BUCK SHOWN MASONRY— STRENGTH CONfORMANCE TO ASTM C-90
. o
m�� SECTION A—A
Q a w��=
Q ZZWV
7 O
�U?O
°a°�z
� , �zm
� � ���t`��!��R��f�#���
♦ �ter�s.tq� {
CONC./MASONRY ANCHOR, SEE NOTE 3. `�� �•�• '4C��J��4a�'l`�} �#�
MIN. 4" SPACING BETWEEN ANCHORS �+R�'��� ti' � a°"�'�`''�rr
�..r�• f�do 58201 ':�':
VERTICAL CROSS SECTION WITH � �� �,*�
MASONRY/CONCRETE SUBSTRATE .: • '�' ; ..
NOTES. 1�a. S'CAT� Q� ;��da�'.
1 THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH THE STH EDITION (2014) FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO �+Q o ��'��
USE OUTSIDE THE HVHZ. '�t�'�����( ����P;'�'�a�,�
2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. t� � e�����o�,. ii�. ti,�
3. ANCHORS IN GROUT—FILLED CMU BLOCK (ASTM C-90 COMPLIANT) SHALL BE 1/4" ELCO UTRACONS WITH 1 3/8" MIN. EMBED. TO BLOCK, AND 1" :�If��(�(��L„�G�,p��''�
MIN. EDGE DIST. ANCHORS IN SOLID CONCRETE (2.85 KSI MIN.) SHALL BE 3/16" ITW TAPCONS OR 1/4" ELCO ULTRACONS WITH 1 3/4" MIN. �fEl��lFi�414*�
EMBED TO CONCRETE. AND 7 1/8" MIN. EDGE DIST
� �..,.���. .
4 ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. Rn+oo�se s
5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. �� SIMOIdTO '�'Rfi;V °3�zo-
6. BASE PLATES AND L—BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302 304. W � " ' �" :°"°`m�.
/ a/25/TOiS 7DD i2'�/te/OB
7. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL. ���+�.P.E 2��� �o.�s:i �*ea8 '°°"��" o+¢jsa��z
MaW p�qtlfEFlxC a cOxMnxG,�riL.
8. WI1EN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REOUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS RE�UIRED ii�e`a`�e°."n���cummv°'�'r'n�'.me �
IN CE M LLI S
�
�
Florida Building Code Online � Page 1 of 3
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�p('�a��(j(pz�}j� BCIS Home � Log In � User ReglsvaUon � Hot Topics � Submit Surcharge i Stats&Facts I PublkaUans � FBC StaH� BCIS Site Map � Links � Search �
Busines��
Professibrral ��I USER:PubiApproval
Regulation
, . , . Produc[Aooroval Menu�product or Aoolication Search> I LI >ppp����a�Detall Y��t/f
f�
''�'���_e.'��'��:��;; - R# FL5414-R10 • 'O�/�O�/���°�
Application Type Revision
Code Version 2010 ��5��!1 �/5/y ��
Application Status Approved I��� ��� �f/
*Approved by DBPR.Approvals by DBPR shall be reviewed��tiFie�� �
by the POC and/or the Commission ff necessary. 'l" ���
Comments �\
Archived n_ �l� �
�
Product Manufacturer Simonton Windows C� �`�� �Sf1l�
Address/Phone/Email 1 Cochrene Ave cIT��N �'c� l C
Pennsboro,NfV 26415 �' '9?' � L �
(800)746-6687 Ext 2329 ��'Z���r�r��SFlo ly�
tiffany_davies@simonton.com
��` l�c I�Ilj T�r
Authorized Signature Tiffany Davies t�llsoA�,,cc�U1��Z
tiffany_davies@simonton.com `�(JJ,jr9�����JljTG
`1 V 1 V� �1J
Technical Representative Tiffany Davies C�
Address/Phone/Emafl PO Box 1646
5300 Briscoe Road
Parkersburg,WV 26102
(800)542-9118 Ext9329
tiffany_davies@simonton.com
Qualfty Assurence Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg,IL 60173
(847)303-5664
• webmaster@aamanet.org
Category Windows
Subcategory Single Hung
Compliance Method Certiflcation Mark or Listing
Certification Agenty American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard ea
AAMA/WDMA/CSA 101/I.S 2/A440 2005
AAMA/WDMA/CSA 101/I.5 2/A440 2008
Equivalence of Product Standards
Certified By
i
Produd Approval Method Method 1 Optlon A
htt s://www.floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD tHJPwMo6eH... 10/7/2014
Florida Building Code Online � Page 2 of 3
Date Submitted 07/28/2014
Date Validated 07/28/2014
Date Pendfng F8C Approval
Date Approved 07/31/2014
Summa of Products
FL iR Model,Number orlName Description
5414.1 41-18 I ProFinish Brickmouid 300 Vinyl Single Hung
Limits of Use Certi�cation Agency Certi�cate
Approved for use in HVHZ:No FL5414 R10 C CAC 41-18 SH 36x63 R45.odf
Approved for use outside HVHZ:Yes FL5414 R10 C CAC 41-18 SH 36x76 RSO.odf
Impact Resistant:No FL5414 R10 C CAC 41-18 SH 44x63 R35.pdf
Design Pressure:N/A FL5414 R10 C CAC 41-18 SH 44x63 R45.odf
Other:48x80(+/-25 PSF),53x71(+/-30 PSF),44x63(+/- FL5414 R10 C CAC 41-18 SH 48x72 R40.pdf
35 PSF),48x72(+/-40 PSF),36x63(+/-45 PSF),44x63 FL5414 R10 C CAC 41-18 SH 48x80 R25.odf
(+/-45 PSF),36x76(+/-50 PSF) FL5414 R10 C CAC 41-18 SH 53x71 R30.DdF
Quality Assurance Contract Expiration Date
09/26/2015
Installation Instructions
FL5414 R10 II IN0228 41-18 SH 2X.pdf
Verified By:American Architecturei Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5414.2 41-18 I ProFinish Brickmouid 300 Vinyl Twin Single Hung
Limits of Use Certi�cation Agency Certificate
Approved for use in HVH2:No FL5414 R10 C CAC 41-18 SH Twin 73x74 R PGSO.odf
, Approved for use outside HVHZ:Yes FL5414 R10 C CAC 41-18 SH Twin 73x74 R45.odf
Impact Resistant:No FL5414 R10 C CAC 41-18 SH Twin 89x63 R30.Adf
Design Pressure:N/A FL5414 R10 C CAC 41-18 SH Twin 96x80 R35.odf
' Other:96x80(+/-25 PSF),89x63(+/-30 P5F),73x74(+/- Quality Assurance Contract Expiration Date
45 PSF),73x74(+/-50 PSF) 09/27/2015
Installation Instructions
FL5414 R10 II IN0230 41-18 SH T-Mulied Twin 2X.odf
Verified By:American Architecturel Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independe�t Third Party:
I 5414.3 41-18 I ProFinish Brickmould 300 Vinyl Triple Single Hung
Limits of Use Certi�cation Agency Certificate
Approved for use in HVHZ:No FL5414 R10 C CAC 41-18 SH Triole 109x63 r35.odf
Approved for use outside HVH2:Yes FL5414 R10 C CAC 41-18 SH Twin 109x72 R PG45.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/08/2016
' Other: 109x63(+/-35 PSF)or 109x72(+/-45 PSF) Installation Instructions
FL5414 R10 II IN0232 41-18 SH T-Mull Tri�le ZX.pdf I
Verified By: American Architectural Manufacturers II
Association
Created by Independent Third Party: �
Evaluation Reports I
Created by Independent Third Party:
5414.4 43-06/43-17 THD 6060 VanWge Pointe,ProFlnish Builder,ProFlnish I,
Contractor,ProFinish Master,Grand Estates New I
Construction Vinyl Single Hung I
i
Limits of Use CertiFwtion Agency Certificate
Approved for use in HVH2:No FL5414 R10 C CAC 43-06 SH 32x62 RSO.odF
Approved for use outside HVHZ:Yes FL5414 R10 C CAC 43-06 SH 36x72 R25.odf
Impaet Resistant:No FL5414 R10 C CAC 43-06 SH 36x74 R35.odf
Design Pressure:N/A FL5414 R10 C CAC 43-06 SH 36x74 RSO.odf
Other:36x72(+/-25 PSF),48x80(+/-25 PSF),44x63(+/- FL5414 R10 C CAC 43-06 SH 36x84 RSO.odf
35 PSF),36x74(+/-35 PSF),53x71(+/-35IPSF),48x72 FL5414 R10 C CAC 43-06 SH 44x63 R35.odf
(+/-40 PSF),44x63(+/-45 PSF),36x84(+/-50 PSF),36x74 FL5414 R10 C CAC 43-06 SH 44x63 R45.odf
(+/-50 PSF),32x62(+/-50 PSF) FL5414 R10 C CAC 43-06 SH 48x72 R40.odf
FL5414 R10 C CAC 43-06 SH 48x80 LC25.�df
FL5414 R10 C CAC 43-06 SH 53x71 R35.odf
FL5414 R10 C CAC 43-17 to 43-06 Waiver.odf
Quality Assurence Contrad Expiration Date
' OS/04/2015
Installation Instructions
FL5414 R10 II IN0160 43-06 43-17 SH 2X.odf
FL5414 R10 II IN0242 43-06 43-17 SH SX.odf .
Verified By:American Architectural Manufacturers
Association
https://www.floridabuilding.or�/pr/pr app dtl.aspx?param=wGEVXQwtDqtHJPwMo6eH... 10/7/2014
NOTES: �� REN90NS tENSED B OAlE
1. Installations depicted satisfy the requirements of the 2010 Florida Building Code for desfgn wind pressures and SIZE CHART � aQ��� � p«���
overall sizes listed in the Size Chart OVERALL SIZE DP RATING Z Q'°�s�+�w'2°io Fsc,�oom a aaT. ,uR o�/zi/iz
2. Concrete masonry installations ore assumed at leost ASiM C90 hollow masonry units with a 1-1/4' wall thickness 1N�DTH HEIGHT s �cho s�m m sff auwr .urt o�/ai/ia
or nortnal weight concrete with a minimum compressive strength oi fc=3,192 psi.
3. Topcon masonry anchors shall have a mintmum embedment of 1-1/4� or full penetration of concrete masonry 36 �Z� t25 PSF
unit shell. They shall also have a minimum of 2° edge distance and 3' spacing between anchors. Install conerete 48� 80�
masonry anchors per manufacturer's installation instructions. 44� 63°
4. Wood buek strips and wood frames are assumed S-P-F (G=0.42) or denser. Buck width shall be greater than 36� 74� t35 PSF
the window frame width. Tapered or partial width buck strips are not ollawed.
5. Maximum shim thickness of 7/4" permitted at each fastener locatlon. Shims shall be non-compressible and lood 53° 71'
bearing type. 4g' 72' t40 PSF
6. All fnterior and exterior perimeter surfaces of the windaw must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths ta malntain the required 44" 63� t45 PSF
minimum embedment into the substrate. 32' 62'
8. The responsibility for selection of Slmonton Products to meet any appllcable local laws, building eodes, ordinances, or t50 PSF
other safety requfrements rests solely with the architect, building owner, or contractor. 36' 84'
9. Pre-drill the thru hole at speclfied installation screw loeations. 36' 74°
10. Screws at m(d-height of sash for DP50 36x84 windows only.
11. Products are non-impect and will require approved protection devices if used in wind-bome debris regions. tx euqc
' 12. Not for use in Htgh Velocity Hurricane Zone (HVHZ)
1/4'0%3 1/4'MIN. TAPCON CONCRETE
' CONCRETE �{y'MIN µ�� �T� �-�I4'MIN. OR CMU ��CONE CAULK
OR CMU EMBEOMENTINTO CONCRETE OR CMU
s � �s' I .. :'i• �A1 MA%.
IN7ERIOR 9LJCONE - + �{"�.~ 1/4��%3 1/4'MIN. TAPCON '.
SASH TRACK �A�� �. �:; �x B�� ANCNOR NiTH 1-1/4'MIN. �
, a SILICONE �BmMENT INTO CON� �4��
CAULK , .
tO EXTERIOR 9UCONE CAULK •'.r,.
SASH TRACK SIUCONE •, �.�.'. . ♦' •
Sae Nota 10 7/4'MAX. SHIA1 CAULK � z :'•., ,,
0 CONCRETE � �'�
OR CMU �`''• ° SILICONE CAULK
N
�� .
— - _ HEAD 4XI CALE JAMB
1-4X-SCACE 4X SCALE
h
�' — — S10 WOOD SCREW 2X FRAtdE
s SCREW N1TH 1-1/2�MIN. SILICONE CAULK
PENE7RATION INTO WOOD
'�.� 1/4'MAJf.SHIM
/10 WOOD SCREW
See Note 10 2J(FRAME MA7H 1-1/2�MIN
SIUCONE CAULK PENEIRATION INTO WOOD
�ppo�o�m�ug�.�'����� SILICONE CAULK SILICONE CAULK
����,�'����% 1/4' MA%. SHIM
,:'b fn. %
e*? ��� :*� SIUCONE CAULK
_�s *R � � 2X FRAME
e ����:����:-'��ar�� HEAD - 2X OPT10N SILL - 2X OPT10N JAMB - 2X OPT10N
���°���y�,��� 1 4X SCALE 4X SCALE 4X SCALE
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