HomeMy WebLinkAbout16-17852 ; CITY OF ZEPHYRHILLS
5335-8TH STREET
' , (813)780-0020 �78 ' ,
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
� Permit Number: 17852 Address: 38436 NEW CASE AVE
Permat 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: TYSON
Est. Value: Parcel Number: 02-26-21-0080-00100-0040
Improv. Cost: 3,711.00 OWNER INFORMATION
Date Issued: 10/31/2016 Narne: ROSEMAN STANLEY
Total Fees: 82.50 Address: 5246 18TH ST
Amou�nt Paid: 82.50 ZEPHYRHILLS FL 33542
Date Paid: 10/31/2016 Phone: 813-838-3033
Work Desc: REPLACE 8 WINDOWS S/S
� CONTRACTOR S APPLICATION FEES
WINDOW WORLD OF TAMPA BAY LLC BUILDING FEE 82.50
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I Ins ections Re uired
FOOTER i 2ND ROUGH PLUMB MISC IN ULATION 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-SLABi SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME IVIISC. MISC.
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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
� frst 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 properly. 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 pertormed in accordance with
� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. �
I NO OCCUPANCY BEFORE C.O.
CONTRACTO SIGNATURE PERMIT OFFI R
PER IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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` ;� _ 'M / I17���t ~ Window and Sliding -
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• � r /i��Y I:/1{r�ll/�/'�/r Y� �A+l
� `��/ry:--� orramn=`� ' Doar Contract
� an,� Dey,«� ,_�,..;,,,.; Pati o
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' 'S�r�'�, �/� ����Oz���, 5howroom 5910•B Brockonridge Prkx^f
Locadon: Tampa,FL 33610
FL Contractor's Llcense p SCC13i151663
, 1.8B6.WIND.189 866-946-3189
Namo �s,l'q�� g� �.�ir,��. ek � ,P Home Phone Ell3' 36" y
Address 38 G /U �c..Custamer ID#: S'OS'2 Work Phone
Clt /SUZi � ,/fr FL 3 y�Z Cell PhOne
Windows O t� ions
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Double Hung Half Screen ���
Sorlea Modol ti Full Screen 522
� 6000 Dti Fusfon Weld 0501 5225 Double Locks(>30"wide� Sy
6000 DH Fusion Wald 0501HP 5245 Argon Gas �21
i (ovarsizeewneo�ks� Foam Insulation Wrap �72 _ —
� 4000 DH Fusion Weid 3001 5�00 (�p G Beige Color Vinyl 532
i (vromiom�raeol Wood Grain-insida Suriaco �y�
Other Styles Low-E Elitc Glass(App-21) S65
Picture�ndow 3D04 5329 �b Tempered G�ass Sq Ft. S7 1Sy.ft �_
2 Lite Slider 3002 3329 Obscure Glass 530
3 Ltte Slider 3003!3009 5520 Lifetime Glass Break Warranty 525
CasomQni/Awning!:k1d Cnarge Bc�a++i S289 OriellCot:age�ly1e 60l4Q S26
310016000 Series Windows-Add 540 Colonial 1 Contoured Grids 537
Special Shape W/Operating Sash 5559 Exterior Colcr S��Q
� Specialty Wlndows
S
g� � E�ergy Star
g � ��„� Package-ESP S79 �p 3 2--
s� � Additional Labor Charqes
s� Remove Aluminum Window 55� �.5�
I ,�ap� Our windows carry the Good Housekeeping ,- Remove Steel Window 570
�wusE���wa seal of approval,and carry an AMMA Gold �� 111518II8IIOf1-fRSS/MHSS No J•CH $30
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label ce�tification, ensuring our window �� InslallaGen-wooa sash r naw Ca:s: 560
I s ystem is o( the hi ghest quaiity All of our windows have G O L D �I n s t a tl a ti on-s�anaa�a CB�w�t STc 56Q � O
Double Sfrength Glass and DP rated glass. LaBE�, InstallaGon-aece::�•t cw tiock 5110
PRE 1978 BUILT HOMES(Federal Lead Containment Law) � Structural Mullion tor muili-unit 590 �
My Home Was Built In The Year �j.7� Initials: 2nd Story Charge 5�0
DOORS 8ay Window Finish 8 Trim 5300
Vinyl Rolling Door 6' 6406 (2P2T) 51,023 Instali Exterior Capping S 125
Vinyl Rolling Door 8' 6408 (2P2T) $1,231 Instalt Custom InUExt Trim $40
Vinyl Rolling�oor 9' 6409 (3P2T) 51,555 Repair Sill OR Jamb PER FT $15
Vinyl Roiling Door 12' 6412 (4P2T) $2,029 Header Flashing(Req,for Siding) S12
i 5"Rail(per panel) 590 Recess!Cutback Opening 550
7"Raii 1 French(per paneq 5180 Sliding Door Instaliation-Pe.pa�E:i 555
8'Height(per panel) $9D �—
ISolarZ LEE Glass/Argon-Per Panel 590 5—
Colonial Grids•Per Panel $60 �
i Vinyl Color Beige-Per Panel S75 �—
The buyer is respon:ible for: Window World.agrees to install windows and You the 6uyer may cancel this
'Securing,identifying,and completing a1i NOA and Sub ci�vision doors�as noted above and on the attached order transaction a[any time pfiof to
i iuies,requirements,aad applications. form and[o perform Other services as specified midnight of the third business day
•ftemoval and re-installation of any existing security system, above for Ihe price quoted on thi5 form.No o[her after the date of this transaction.
' burglar bars,A/C units,window coverings,and/or o6structions P�omises, ezpressed or implied,are made except No[ice of cancellation must be in
'� prior to installation_
those ezpressed in writ(ng an this agreement. Writing postmarked no laterthan
I Additional cbarges for remaving icems are at the following If Window�World seeks legal cOunSel to en(orce midnight o( the follOWing third
rates:AlC Unit-$50;Curtains/8linds•525/Window;Furniture-
510/�cem;shutters-550 each. o6ligations under this conhact,Customer agrees� busfness day.
i to pay reasonable attorneys fees and costs. �NITIALS:
INITIALS:
No eztra work if not in writlnqt Custbmer Ag�ees to the terms at payment as foliows:
Total List Price S 33 ZZ
Trip Charge antl Adminis[ralive/Site Setup Fee�100 5 100.D0
Site Specific Engineeringl Fee 5 200 $
Fire Marshail Plan Review(St.Pete Oniy)$.125 $
g�S�b permit+$�d9 Acquisition Fee $ ,
Total Amount �__�3l�
CK# Custom Order Deposit 50% 5
Balance Paid to Installer upon Completion $ "
Amount Financed $ 37T
CARE��
ContribuGons lo SL Jude$
Loan Approval#
� VISA AME% hL�C DISC 8_ Ezp.Da�e Sec.COAe I
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Emp.# Estima r Dato Owner Date �
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� wneo..wona a T�u,�.u c an+e ,.ww.wwa oi wnm+.+ t II
,,,„,c�nr-aa,,,, r,m.,c„y c,,,,,m„ Owner Date
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$�3-7so-aa2o City af Zephyrhills Permit Applicatian Fa�-s�3-7$a°°2�
i . Building Department �V� �
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Date Receiv,ed J ef
� 3�� phone Contact for Permitting �(7� - /
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Owner's Name ��� �(�-�t,� Owner Phone Number
Owner's Address u3 �t✓tS� Owner Phone Number �� �
Fee Simple,Titlehoider Name �� � Owner Phone Number �— �
Fee Simpie Titlehoider Address
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JOB ADDRESS ��`�1� W � r 1�J"�-� LOT# C��
SUBDIVISION ��v� 1 � PARCEL ID# - e^ �SO �-�. �.Ua •�Q�"�
(OBTAINED PROM PROPEi2TY TAX N4TIGE}
WORK PROPOSED e NEW CONSTR 8 ADD/ALT � SIGN Q � DEMOLISH
I INSTALL REPAIR
PROP05ED USE �� SFR Q COMM � OTHER
TYPE OF CONSTRUGTlON BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK � �. � W1 �vCZ� c�l
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BUILDING,SIZE ��� SQFOOTAGE� HEIGHT C_��
�j UILDING 1;6 .�� VALUATION OF TOTAL CdNSTRUC ON 3 7 f/
L._�,`-'-�� !
0�LECTRICAL � � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $ �C����
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OMECHANlCAL $ VALUATION OF MECHANICAL INSTAlLAT1�t►'i
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�GAS � ROOFlNG � SPECIA�TY � dTHER ��� �=�(��
FINISHED;FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO � ���
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BUILdER� �r(„/� ��COMPANY [N j'�o"oc✓ [,r�Jo/'l O� �/�"
SIGNATURE � 5��1 REGISTERED Y N FEE CURRE� Y/
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Address �J /^�o �c' � � License# .J
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E�ECTRICIAN C MPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addr�ss License# �� �
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PI.UMBEt2 CONIPAFlY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addrl ss License# �i ��
MEGHANI�CAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# r� �
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OTHER � � �p�ppHy
SIGNATURS REGISTERED Y/ N FEE CURRE� Y/N
Address license# � �
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RESIDENTIAL Attach(2�Plot Plans,(2)sets of Building Plans;(1}set of Energy Forms;R-{}-W Permit for new canstruetion,
Minimum ten{90}working days after submittal date. Required onsite,Construction Pians,Stormwater Plans w!8ilt Fence instalfed,
� , Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERGIAL': Attach{2)complete sets of Building Plans pEus a life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittat date. Required ansite,Construction Ptans,Stormwater Pians w/Si(t Fence installed,
� Sanitaty Facilities&1 dumpster.Site Wark Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMlT Aftach{2)sets of Engineered Plans. "� � -
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****PROPERTY SURVEY required for alt NEW construction.
. . . . . . . . . . . . . . .
D�rections•
� FiI(out application cornpletely
Owner&Contractor sign back of application,notarized
If over$25Q0,a Notice of Commencement is required. {AlC upgrades over$7500}
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*' Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner autharizing same - e
OVER TFpE GOUNTER PERMITTING (copy of contract required) _;';;;F�'' �
Reroa{s if shingles Sewers Service Upgrades A1C Fences(PIot/Survey/Footage} . _ y
� .rr�'��:
Driveways-Not over Counter if on public roadways..needs ROW ��'�
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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
intend'ed 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. �
TRAMSPORTATION 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 i �
90-07; as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of ;
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to �
receiving a "certificate of occupancy" or final power release. If the project does 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. �
CON3TRUCTION 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
hereb�y 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
const�uction, 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 i
Lands,WateNWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering ;
Watercourses.
-' Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. �
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, �
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement. �
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill: �
-� Use of fill is not allowed in Flood Zone"V" unless expressly permitted. i
-' If the fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a i
"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 Iots 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 O�cial 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 O�cial 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.
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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
WITN YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
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OWNER OR AGENT l �'eQ �J CONTRACTOR '
Subscribed and swo to or affirmed)before me is- Subscribed and sworn (or�ffir d)before e his
bY S�'W�n��!- by_ ,�.0 . �
Who is/are personal v known to me or has/ha produced Who is/are pers�nal;knn,�,f�Q or has/have p oduced -
i' as identification. as identification. �(�—`�-2
, �� �-21�—I�e �
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1�1. Notary Public Notary Public
Commission No. �� `,�1 l�O— Commission No. ����"l rI � �
Name of Notary.typed,,printed or stam ed r __Name of Notary typed,printed or stamped
I�.�������„ � ASHLEE CALLAHAN �- �^ '
� :;�S�RvrL��c'g NOtery PubIIC-St2t9 01 Flofiu�. ` �ot�a�"�e�s,
; �� � � ASHLEE CALLAHAN
: ; ;•_My Comm.Explres Nov 30,2018 ' =_+ +�: Notary Public-State of Flori�a
r '� : ;•=My Comm.Expires Nov 30,2018
�"r' o;= Commission�fF 179732 � -
� �'%%°����P��, Bonded through National Notary Assn. '•.�'F oa�;.' C o m m i s s i o n#FF 179732
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Bonded through National Notary Assn.
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� 2016146316
Rcpt:1801166 Rec: 10.00
DS: 0.00 IT: 0.00
IPermitNumber 09/15/2016 L. K. , D t Clerk
Property ID Number 02-26-21-0080-00100-0040 p y --
N O T/ C E O F C O M M E N C E M E N T PAULR S 0'PJEIL,Ph D PASCO CLERK & COMPTROLLER
09/15/2016 02:15 m 1 of 1
State of Florida �•H�;;qr:E;�, OR BK ��,� PG ���
County Of Pasco
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the
Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
1.Description of property(legal description): TYSON SUB PB 4 PG 109 Wi/2 LOT 4 BLK
a.)Street Qob) Address: 38436 New Case Ave. Zephyrhilis, FL 33542
2.Generai description of improvements: Replacement Window Installation.
3.Owner Information or Lessee information if the Lessee contracted for the improvement: -
a.)Name and address: Stan Roseman 38436 New Case Ave. Zephyrhills FL 33542
b)Name and address of fee simple titleholder(if different than Owner listed above)
c.)Interest in property� Owner
4.0�ntractor Information
a.)Name and address: Joseph John Pogash 5910-B Breckenridge Parkway Tampa,FL 33610
b)Telephone No.: (866)946-3189 Fax No. (optional)
5.Surety(if applicable,a copy of the payment bond is attached)
la.)Name and address:
b.)Telephone No.
'c.)Amount of Bond: $
6.Lender
a.)Name and Address
b.)Telephone No.
7.Person within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713 13(1)(a)7.,Florida Statutes:
ia.)Name and address.
Ib.)Telephone No: Fax No. (optional)
8.a.lin addition to himself or herself,owner designates of
ito receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
Ib.)Telephone No.. Fax No..(optional)
9.Eipiretion date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the date of recording unless a different date is specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES AND CAN RESULT IN YOUR
PAYING TWICE�FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMNfENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice ef commencement and that the facts stated therein are true to the best of
my owledge,a,nd bel/ief.
o ,
i/1.�✓ Stan Roseman
(Signature f Owner or Lessee,or Owner's or Lessee's(Aulhorized OfficeNDirectoNPartner/Manager) (Prinl Name and Provide Signatory's Title/Office)
The�foregoing instrument was acknowledged before me this 12 day of August 2016
by I Stan Roseman as (type of authority,e.g.trustee,attomey in facl) �
for I ,as
I (Name of Person) t e of authority,e.g.trustee,atlomey in facq �
fOf � (name of party on beha whom i strum nt wa�d) ,
Personally Known � Produced ID X� � ;
Type of ID DL Notary Signature
IPrint Name Ron Morrison
�
� :��r��,s ROMMIE J,MORRISON
_•: +; MY COMA�ISSION M FF 215532
I �' ��:' 6XPIfiES:Jlity 28 2019
��lf�t�� Bmde1 Ti�ru PN
tary PuYlic Unrerwritors
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�'+��'�{�F' �L��,ID�A, COU�lTY(�F PA�CO �°� o �'� . ���
T�IIS IS"fG CERTIFY THAT THE FOREGOlNG IS A �•- ` � '�
TRUE HlVb CORRECT CUPY OF THE DOCUMENT � 5rr�� �
ON f=1LE OR OF PUBLIC f�ECORD IN THIS OFFICE � � info��e o � .{�
P U�WITN Y HAND A FF CIAL�SqEAL THIS '° � . � �
���bF a �2 O � � ' x��!
O'NEIL CL �`
, E K& COMPTROLLER � �. . o • �,��0 �
B Y c-�"-Q.—� �r�$�0��\.
DEPUTY CLERK
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BUILDING PLAN REVIEW C4MMENTS i
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Contractor/Horneowner: ��r/1G�G�%G/ l.E(lG�Ut � `.
Date Received: l Q` ��'"��
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Site: � `3�'��'�a �r�Gt} ���� ��7"�.�
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Perrnit Type: ��(G'C.C�°, � Gr.���""�ll/�tlJ' `��-�
Approved w/nQ comments; Approved w�the below comments: ❑ Demed wlthe belaw cQmments: ❑ �
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This comrnent sheet shall be kept with the permit and/ar plans.
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Ka1vi ,� z - s Examiner Date Contractor a.nd/or Homeowner
(Required when comments are present)
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Profes��i ��a! '�' �►usER PutiiAPP�aval
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��,� Product Aqoroval Menu>Prodockor�pplicatlon Search>Aoolication Lis �Appliwtion DeWil
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� _a FL# FL23.72d-Ri3
Applic�ition Type Revision
� Code i'arsion 2414
Appiic�i:ion StatuS Approved
Comments
Archived ' ❑ At����,�
Product Manufacturer Associated Materials Inc. F'OR p�'�NG COp��Q���Y�fl'FW
Address/Phone/Ernail 3773 State Road NAT�pNA B�1LDtl���Q��.
(330)922 2108�H 44223 ���,��2EPHYRHILf,S ORDjNA�
� mfernbaugh@alside.com
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Authorized Signature Vivian Wright
rickw@rwbl dgco nsulta nts.com
Technical Representative REVIEW��T� � -��..-�/
AddressJPhaneJErnaiI ���h����� ��
' Q�'�c �H���
Quality Assurance Representative ��V G:�t����
AddressJPhoneJEmail
� � Category Windows
� Subcategory Dou61e t{ung
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Compliance Method Evaluation Report from a Florida Registered Arcnitect or a t�censed Elorida
Professional Engineer
' � Evaluatian Report-Hardcopy Received
I
, Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
Evaluation Report
� Florida�icense PE-43404
Quality Assurance Entity Architectural Testing,Inc.
Quality AssuranCe Cantract Expiration Date 12/31J2Q18
ValidaCed ey � Ryan J.King,P.E. '
� Valid,3tion Checklist-Hardcopy Received
i
� � CertiFlcate of Ir t�ependence FL11720 R13 COI CERTIFICE TE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard} Standard Year '
I .4NSI/AAMaJNWWDA 101/I.S.2/A44� 2008
I , ASTM E1886 9 2005
, ASTM E1996 2005 '
Equivalence of Product Standards
Certified By
Sections from the Code
�
product Approvai Method Method 1 dption D
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� Florida Buildin€;Code Online Page 2��f�4
i .
� Date Submitted 04/14/2015
I � Date Validated 04/26/2015 �
; Date Pending FBC Approval 04/29/2015
Date Approved 06/22/2015
� Date Rr.vised OS/09/2016
� � �
' Summary of Products
� �
IFL�F N'odel,Number or Name Description
� 11720.1 a:Model 0201 Extrude�d Vinyl Double Hung Window"Non-ImpacY'
Limits of Use InsKailation Instructions
Approved for use i�HVHZ:No FL11720 R13 II INST 11720.1.odf
Approved for use uutside HVHZ:Yes Verifi°d By: Lyndon F.Schmidt,P.E.43409
i Impact Resistant:No Created by IndependentThird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.1 for Design•�ressure Ratings,any FL11720 R13 AE EVPL 11720.1.odf
additional use limitations, installation iistructions and product Created by IndependeiitThird Party:Yes
particulars.
11720.2 b.Model 03C'1 Extruded Vinyl Double Hung Window with Naii Fin-"Non-
' ImpacY'
i Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.2.odf
I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
i Impact Resistant:No Created by IndependentThird Parly:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.2 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720.2.odf
additional use limitations,installation instructions an�i product Created by IndependentThird Party:Yes
particulars.
11720.3 c.Model 0401 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST Product Offerina odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by IndependentThird Party:Yes
Design Pressure:N/A Evaluation Reporks
Other:See INST 11720.3 for Design Pressure Ratings,any FL11720 R13 AE EVAL Product Offerina odf
additional use limitations,installation instructions and product Created by IndependentThird Party:Yes
particulars.
11720.4 d.Model 0501 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.4.odf _ '
Approved for.use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Re;sistant:No Created by IndependentThird Party:Yes
Design Pressure:N/A Evaluation Reports
� Other:See INST 11720.4 f'or Design Pressure Ratings,any FL11720 R13 AE EVAL 11720.4 odf
additional use limitations,installation instructions and product Created by IndependentThird Party:Yes
particulars.
i 11720.5 e.Model 0501 HP Extruded Vinyl Double Hung Window-"Non-Impact"
� Limits of Use Installation Instructions
P.pproved for use in HVHZ:No FL11720 R33 II INST 11720.S.odf
, kpproved for use outside HVHZ:Y�:s Verified By: Lyndon F.Schmidt,P.E.43409
, Impact Resistant:No Created by IndependentThird Party, Yes
� Design Pressure:N/A Evaluation Reports
Other:See INST 11720.5 for Design?ressure Ratings,any FL11720 R13 AE EVAL 11720 5 od�
additional use limitations,installation instructicns and product Created by Independent Third Party Yes
particulars.
11720.6 f.Mode,0601/0601HP Extruded Vinyl Double Hung Wirdow-"Non-Impact"
Limit.of Use Installation Instructions
Approved for use in HVHZ:No FLl V20 R13 II INST 11720.6 odf
Appr•�ved for use outside HVHZ:Yes Ver?fied By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Cre,3ted by IndependentThird Party:Yes
:Design Pressure:N/A Evaluation Reports �
Other:See INST 11720.6 for Design Pressure R�tinS s,any FL11720 R13 AE EVAL 11720 6 odf '
additional use limitations,installation instructions and product Created by IndependentThird Party:Yes
particulars.
11720.7 g.Model 8001 Extruded Vinyl Double Hung Window-"Nor,-Impact"
i
� �Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.7.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.4340Si
Impact Resistanl::No Created by IndeFendentThird Party:Yes
Desi�n Pressure:N/A Evaluation Reports
Other:See INST 11720.7 for D,;sign Pressure Ratings,any FL11720 R13 AE EVAL 11720.7.odf
Created by IndependentThird Party:Yes
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� Florida Building Code Online Page 3 of 4
I �
` .� . '
�
� additional use limitations,installation instructions and;�roduct I I
` � particulars. 1
� � 11720.8 h.N.odel 9001 Extruded Jinyl Double Hung Window-"Non-Impact"
i
, ' Limits of Use Snstallatioti Instructions
, i Approved for use in HVfIZ:No FL117Z0 R.13 II INST 11720.8.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by IndependentThird Party:Yes
j Design Pressure:N/A Evaluation Reports
j Other:See INST 11720.8 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720 8 odf
� additional use limitations,installation,nstructions and product Created by Independent Third Peirty:Yes
� particulars.
I
� 11720.9 i.Model"i"201/"i"201HP Ex:ruded Viny "TiIY'Doubl�;Hung Window-"Non-Impact"
I
i , Limits of Use In;taliation:instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.9.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Creai.ed by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.9 for Design Pressure Ratings,an� FLll�20 R13 AE EVAL 11720 9 odf
additional use limitations,installation instructions and prodiict Crea'ed by IndependentThird Party•Yes
particulars.
i
11720.10 j.Model"i"201 Extru�led Vinyl"Tilt"Double Hung Window-"ImpacY'
Limits of Use Installation Instructions
I Approved for use in HVHZ:No FL11720 R13 II INST 11720.10.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Imp�ct Resistant:Yes Created by IndependentThird Party•Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.10 for Design Pressure Ratings,any FL11720 Ri3 AE EVAL 11720 10 odf
additionai use limitations,installation instructions and product Created by IndependentThird Party:Yes
particulars.
` 11720.11 k.Model V101 Extruded Vinyl Double Hung Window with Nail Fin-"Non-
Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720 11 odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Vtesistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
O�ther:See INST 11720.11 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720 11 oJi
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.12 I.Model V121/V331 Extruded Vinyl Triple Double Hung Window with Integral �
Mullion and Nail Fin-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVH2:No FL11720 R13 II INST 11720 12 odf
Approved for use outside HVHZ:Yes Verified By•Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluatinn Reports
Other:See INST 11720.12 for Design Pressure Ratings,any FL1172.0 R13 AE EVAL 11720 12 odf
� additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
I
11720.13 m.Model 3001/3B01/3A01/3.481 Extruded Vinyl Double Hung Window-"Non-Impact"utilizing
the"Sm-Sm"Sash
Limits of Use Insta.lation Instructions
Approved for use in HVHZ:No FLil.'20 RS? II INST 11720.13.odf
' Approved for use oi�tside HVHZ:Yes ��erified By:Lyndon F.Schmidt,P.E.43409 �
Impact Ri:sistant:No (:reated by IndependentThird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.13 for Design Pressure Ratinc.s,any !'L11720 R13 AE EVAL 11720 13�df
additional use limitations,installation instructions and nroduct r:reated by Independent Third Party:Yes
particulars.
� 11720.14 n.Model 30(1/3601/3A01/3AB1 Extru jed Vinyl Double Hung Window-"Non-Impact"utilizi ig
the':;m-Med"Sash
Limcts of Use Installation Ins.:ructions '
Approved for use in HVHZ:No FL11720 R13 II INST 11720.14.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A IEvaluation Reports
Other:See INST 11720.14 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720.14.odf
addi[ional use limitations,installation instructions and product Created by[ndependent Th�rd Party:Yes
particulars.
1 L720.15 o Model"i"301/"i"301hIP Extruded Vir,yl"T It"Double Hung Window-"Non-Impact"
� I
I
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` .i .
�
Limits of Use Installat.on Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.i5.odf
. Approved for use outside HVH;::Yes Verified!y: Lyndcn F.Schmidt,P.E.43409
! ` Impact Resistant:No Created by Independent Third Party:Yes i
i ' Design Pressure:N/A Evaluation Reports
Other:See INST 11720.15 for Design Pressvre Ratings,any FL11720 R13 AE EVAL 11720.15.odf
additional use limitations,installation instructio�is and product Created by Indepen,jent Third Party:Yes
particuiars. �
i
11720.16 p.Model"i"301 Extruded Vin��l Double Hung Window with Nail Fin-"7mpact"
Limit;�of Use Installation [nstructions
� /lpprcved for use in HVH2:No FL1172(1 Rl:i II INST 11720.16.odf ,
� �lpprcved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Tmpact Resistant:Yes Createj by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.16 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720.16.�df
additional use limitations,installation instructions and product e;reated by Independe�t Third Party:Yes
particulars. '
11720.17 ��.Model 060] HP Extruded Vinyl Double Hung Window-"Non-ImpacY'
Limits af Use Installation Instructions
Approved for use in HVHZ:No FL11720 R13 II INST 11720.17 odf
Approved for use outside HVHZ:Ye:; Verified By• L•mdon F.Schmidt,P.E.43409
' Impact Resistant:No Created by IniependentThird Party:Yes
i Design Pressure:N/A Evaluation Roports
Other:See INST 11720.17 for Design Pressure Ratings,any FL11720 R13 AE EVAL 11720 17 odf �
� additional use limitations,installation instructions and product Created by IndependentThird Party:Yes
� particulars.
I � Back Next
I
Contact Us;:1940 IJorth Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
� The State of Florida i�an AA/EEO employec Copvrloht 2007-2013 State of Florlda.:.Pnvatv 5[atement r AccessibiliN Sta[ement.:Refund Statemen[
Under Florida law,emall 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
�' mall to thls 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),Florlda Statutes,effec[ive October 1,2012,licensees Ilcensed under Chapter 455,F.S.must provlde the Departmen[with an emall'address if they have one.The r
emails provided may be used for offic(al communiwtion with the licensee.However emall addresses are publlc record.If you do not wfsh[o supply a personal address, �
please provide the Department wlth an emall address which can be made avallable to the public.To determine if you are a licensee under Chap[er 455,F.S.,please
cllck here.
� Product Approval Accepts:
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�� : R R W Building Consultants, Inc.
� � Consulting and Cngineering Services for the 13uilding Indiistq�
I B ' P.O.Box 230 Valrico.FL 33595 Pl�onc813.G529197 ' ,
� � Fl6ridal3oardofProfessionalEnpincersCertifcn�cofAuthorizuion�o.9813
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Product Sub Category Manufacturer Product Name
Category
Associated Materials Inc. Model 3001/3B01/3A01/3A61
Window Doub le Hung 3773 State Road Extruded Vinyl
Cuyahoga Falls,OH 44223 Uouble Hung Wlndow
Phone 330.922.2108 "Sm•Med"Sash!"Non-Impact"
Scopel Product Evalua6an r2porE issued by R W Building Consultants,Inc.8�Lyndon F.Schmidt,P,E.(System ID#1998)for
Associated Materials Inc.,based on Rule Chapter IVo.61G20-3,Method 1D of the State of Florida ProductApproval;Dept.
of Susiness&Professional RegulaGon.
� RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire fnancial interest in the company
� manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
�
�
Limitationsr
1.Thisl product has been evaluated and is in compliance with the 5ih Edition(2014)Fl6rida Building Code structural requirements
excli ding the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3.Wh In used in areas requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that
complies with Section 1809.1.2 of the Florida Building Code.
I
4. For 2X stud construction,ar�choring of the assemblies shall be as shown for 2X buck masonry construction.
5.Site Iconditions that deviate from the details of drawing FL-1172Q.14 require further engineering analysis by a licensed engineer or �
registered architec�
6. See ldrawing�L-11720.14 for size and design pressure limitations.
Suppo�l ing Documents:
1. Test Reaort No. Test Standard Testinq Laboratorv Siqned bv
ATI D2492.01-501117 AAMAlVNDMA/901/t.S.2/A440-08 Architectural Testing,Inc. Lynn Geo�ge
ATI D3073.01-109-47 AAMAlWDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel,P.E.
ATI D4961.06-501-47 A/�MAIWDMA/101/I.S.2/A440-08 Architectural Tesking,lnc. Lynn Geo�ge ,
ATI,D3479.06-501-47 AI.IMAIWDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Lynn George �,
MT 3-0128-03-B AI�MAIWDMA/101/I.S.2/A440-08 M`f Group Wayne Breigtiner �
�
' 2. Drawinq No. Prepared bv ' Siqned&Sealed bv
No.FL-11720.14 RVV Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,I?.E:
3. C�Icu(afions Preaared bv Sianed 8 Sealed bv � '
Pr�ductAnchoring RIN Buildirtg Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. �
Bi c i Anchoring RW Building Consultants,Inc.(CA#9813) Lyriddn F.Schmidt,P_E. '
4. t�ualitvAssurance �� �'�u�����'���,
�j'�^� ��`'i-!l�r; P -'p
Certificate of Participation issued by Architectural Testing,Inc.,certifying that ���°�,�..�;,�:�.��•.., �<J�.�,��
Associated Materials Inc.is manufacturing products within a quality '� `` °• �r;�`�°=�,� �i '
�ssurance program that complieS witF ISO/IEC 17020 and Guide 53. �' y°`���, � � � �i
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G; .�;°_ �._.,-;; `.,s� e;����� Lyndon F.Schmidt,P.E.
�,;;°a "'' ' " a ..t�, FL PE No.43409
•`;l`.`o! �;`1;.;f`��o`' 4/23/2015
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� � ` I N .. - v K P O R A T E� D ��:�••o .�`11: �•
3773 STATE ROAD _�: p * °'Q==",�
CUYAHOGA FALLS, OH 44223 � =�':�� Z ��o� �°'
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C�ENERALNOTES �� ^� /� m � ¢w�
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� i. fhis product hus been evaluated and is in compliance with the 5th Edition ' _ - o � ��
� (2014J Florida Building Code(FBCJ structural requirements excl��ing the � al al a
�3 "High Vefocity Hurricane Zone"(HVHZI. /,�� _. __ _ _
o � ����Sm
; 2. Product anchors shali be as listed and spaced as shown on details.Anchor ._ _ �
� embedment to base material shall be beyond wall dressing or stucco. W W
� v - _ _ ..--.-. : . ..-:.-.._ .- - - - - --"- - --
-`"-.OVERALI._:`;,-=.:p.:MAX::.=:_-:- :' .=:=_MAX I '' - , _-' ..rDESIGN.PHESSURE't(P$_h)::. o t�n v�i
� 3. Wher�sad in areas requiring wind bome debris protection this product is ' � - - � ' �' " _ -
- . .... -
GG4S5`
- N
' ;.';:,>E::_.. .D-�.�_---t..�2.-":_._: .. .:��. ,_�:.,. .- . .,_,- . �:,._......-�....::::-:::r-::-�;-;:�d=..: v�m
a :;,_.:.F.RA,ME,..,. :::.._: ,.LO.,::-.,,, ;.. D.LO. .:.._:... 'TYAE:.�:_:::: w w �
o fBqUlf@CI tO b6 pfOf@C1'8d Wlfh dIl If1lpOCt f2Sl5taflt COV@fIf19 fhQt COR1p118S ' ;DI/v1ENS10N':'::',:,','_'',(TOP):=;=,,,_i.;"_',"(BOTTOM) _;;; .:; -: ,,;;,.,,P.OSIT/VE;`,NEGA7NE. W a a o
_ _.. ,.: _.._.... .. �
with 3ection 1609.1.2 of the FBC. �;N N
� 36.0"X 60.0" 29.12"X 25 75" 29 62 X 26.5" G7 +50.0 -60.0 �n h�n�n �
r ww
� 4. For 2x stud framin construction,anchorin of these units shall be the same " ���� �
g g 36.0"X 72.0" 29.12"X 31.75" 29.62"X 32.5" Gl +50.0 -55.0 µi i,�,�
� as that shown for 2x buck masonry con:`��c.;or. Q.�¢
0000
0 36.0"x 78.0" 29 12"X 34.75" 29.62"X 35.5' G7 +45.0 -45.0 >>>� ?
a 5. Site conditions that deviate from the details of this drawir,g require furfher �,�^^ �
e engineering analysis by a lic2nsed engineer or registered architect. aa.o��x�s.o^ s�i2��X 33.25^ 37.62��X 34.0�� ci +35.0 -35.0 ��� �W Z
a
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o rna1F OF CON1ENiS 52.0"x 62.0" 45.72"X 26.75' 45.62"X 27.25' Gl +35.0 -35.0 .r M N^Z �
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� 48.0"x 84.U" 41.12"X 37.75' 41.62"X 38.25" G7 +30.0 -30.0 �A�71/12 13 ?
1 Typical elevations,design pressures&general notes
sruE: N.rs. °
2 Horizontal cross sections 44.0"x 96.0" 37.12"X 43.75' 37.62"X 44.5' G7 +25.0 -25.0 owc.er: �K m'
a 3 Vertical cross sections _
a 4 Buck and frame anchoring cxK.ar: Lf5 3
� DRAWING NO.: �
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�„ �+ N0. DATE VER71CAl CRpSS SEGTIONS 44
, BY Phone No.: 813.659.9197 • I
REVISl4NS FBPE G.A. No, s813 �
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� TAPCON� 1/4" 1-1/4" s - 4" , oare:•. �,�••3 0
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ULTRACON �/4� ����4" ��• � owc.er: ,/K m
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C 1/4"MAX.SHIM SPACE _ � o 0.06" 0 j 0.04" � � ��? z 1"c,:O�� �m
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N � 1 � i ���i����''•••.. ...••'�y�` �_o�'m
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F #10 X 2-7/2"PFH WOOD SCREW STEEL 3.95' I �9 � %z�
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K #10 PFH SELF-DRILLING SMS STEEL a � �
L #10 X 2-1/4"PFH WOOD SCREW STEEL 1.55' E o Z
X STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 Ksi Min,Fu=45 Ksi Min) STEEL � � o ��'6 � �-{ �0.36" o `� �
1 EXTRUDED VINYL HEAD AND JAMB* RIGID PVC � � J a ��
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4 EXTRUDED VINYL M��TINv rchi�` - RIGID PVC � IL� J -�—� o �¢
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0 9 EXTRUDED VINYLTOP PULL RAIL RIGID PVC w y �a
^ 10 BALANCE COVER - m ¢ �o
� 11 IXTRUDED VINYL SASH STILE'(TOP SASH) RIGID PVC ` 2•04� _ G o 0 0¢
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A 14 REINFORCEMENT-MEEfING RAIL STEEL D ��� ^ � a a m
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= 17 REINFORCFMENT-MED.STILE STEEL � I� � D � �
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" 18 WEATHERSTRIP(FIN PIIE) _ 0 2.04"
0 19 WEATHERSTRIP-�VINYLBULB) - BOTiOMIfffRA1L 70PPUILRAIL SASHSiILE a��
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9 •THE APPROVED WHRE RIGID PVC IXTERIOR EXTRUSION�'�R";IN��!'.S 4RE TO BE PRODUCED BY EXTRUDERS n�R y ?
o LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC IXTRUSIONS". x���N �
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111I111R��lfA� Product Aonioval Menu>Product or Aoolication Search>Aoolication L S>Application Detail
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'I�: I � �.x.e�..-.•,r,��,•+, FL# � FL12078-R4
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' ' Application Type ' ' ' � 'Revision ' ' ' ' ) ' ' ' ' ' ' '
� � � I Code Version 2014 � ,
� Application Status Approved y �
i Cs ; •f
�� I (.
;� Comments ,
' yq � � Archfved - : . . . �.� : _ . � . . : . . .
. { . � . . . � . , . . . 7 � . � . . . . . � �.
� � Product Manufacturer Associated Materials Inc. �
Address/Phone/Email 3773 State Road
i Cuyahoga Falls,OH 44223 '
� (330) 9Z2-2108
� mfernbaugh@alside.com �
�
Authorized Signature Vivian Wright �
Irickw@rwbldgconsultants.com �
i �
Technical Representative , �
Address/Phone/Email '
Quality Assurance Representative �
Address/Phone/Email . I
�
Category Windows �
Subcategory Mullions .
I
i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ,
Florida Professional Engineer
L�i Evaluation Report-Hardcopy Received ,
�
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. �
the Evaluation Report ,
Florida License PE-43409 �
Qualfty Assurence Entity Architectural Testing,Inc. i
Quality Assurance Contract Expiretion Date 12/31/2016 ` �
�� ', . . . , . , . .
Validated By � � � � � Ryan J.King,P.E. � !
� � � ;J Validation Checklist-Hardci�py Recc•ived �
, � �� � � � �
�. � ,i
�� � . .Certificate of.Independence ,�� FL12078 R4 COI CERTIFII�ATE OF INDEPENDENCE.odf , ` � ��� �,
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Referenced Standard and Year(of Standard) i
= I
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� Certified By , .
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Sections from the Code �
1710.5.3 i
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ProductApproval Dlethod Method 2 Option B
! I
http://www.floridabuilding.or�,/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 7/1/2015
� Florida Building.Code Online Page 2 of 3
� ; , . . • .
� ,
' �. �1. �Date'Submitted ' ' 03/04/2015 ' } ` ' '
' � ' �Date Validated ' � 03/16/2015 ' �. ' � ' �
� ', fDate Pendfng FBC Approval 03/18/2015f h
�
tDate Approved 06/22/2015
� Summa of Products
I FL# Model,Number or Name Description
12078.1 a.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or �
i Wood Opi'�nings utilizing the Goai Post(at head and sill) '
` � _ Style Mo�nting Bracket
Lir iits of Use Installation Instructions '
Aj.proved for use in HVhiZ:No FL12078 R4 II Inst 12078.1.pdf
' " � � ' AFproved for use outside HVHZ:Yes � � ' Verified By: Lyndon F.Schmldt,P.E.43409 1� ' ' � '
• � Impact Resistant:Yes Created by Independent Th�rd Party:Yes
� Design Pressure: N/A Evaluation Reports !
F� Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12073.1.odf '
(' window size.Refer to EVAL 12078.1 and INST 12078.1 6x Created by Independent Tti rd Party:Ye=c
� Mullion Design Pressure Ratings,any additional use �'
4 limitations,installation instructions and product particulars. . . r _
. . t . . . . . . _ . . _ .
' ' ' � 12078.2� � � b.3100 St�uctural Mullion ' Extruded Aluminum Clipped Mullio'n for u+se on Wood ` ' ' '
I '. � OpeNngs utilizing the Goal Post(at Sill)'and the Bull Nose
(at head)Style Mounting Breckets
I Limits of Use Installation Instructions
� Approved for use in HVHZ:No FL12078 R4 II Inst 12078.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.2.odf
window size.Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product particulars.
12078.3 c.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or
Wood Openings utilizing the Goal Post(at head and sill)
Style Mounting Brecket
Limits of Use Installation Instructions
' Approved for use in HVHZ:No FL12078-R4-TI Inst 12078.3.odf
Approved for use outside HVHZ:Yes Verffied By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
� Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.3.odf
window size.Refer to EVAL 1Z078.3 and INST 120783 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use ,
limitations,installation instructions and product particulars.
12078.4 d.3100 Structurel Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post(at Sill)and the Bull Nose
(at head)Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVH2:No FL12078 R4 II Inst 12078.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndan F.Schmidt,P.E.43409
� Impact Resistant:Yes Created by Independent Third Party: Ye�
� � � '^ Design Pressure: N/A � � Evaluation Reports � � }, �
. , ,, Other:Mullion Design.Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf F, ,
win iow size.Refer to EVAL 12078.4 and INST 12078.4 fo� Created by Independent Third Party:Ye�
� t Mulifon Design Pressure Ratings,any additional use ;� � t � �
, � , � r � limitations,�installation Instructions and product particulars. . � �. � � • � �
� � � 1�078.5 � e. "i"Series Structural Muliion Extruded Aluminum Clipped Mullion or use on Wood and�
� Maisonry Openings utilizing the Goal r�ost(at Head and Sill) '
� � � St�le Mou iting Brackets �
� ., Installation Instructions ' I
� Limit_'of Use ,
; Appr�)ved for use in HVHZ:No � FL12078 R4 II I�st 12078.S.odf �� I
Apprl'wed for use outside HVHZ:Y�s ' Verified By: Lyndon F.Schmidt,P.E.43409 I�
' Impa�:t Resistant:Yes , Created by Independent Third Party:Yes
Desigri Pressure: N/A Evaluation Reports,
(lther:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.S.odf
window size.Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any ad�iitional use
lirnitations,installation instructions and product particulars.
1.!078r.6 f. "�"Series Structural Transom Extruded Aluminum Clipped Mullion for use on�Nooc and �
Mullion Masonry Openings utilizing the 6oal Post Style�Nour'�ting
' i Brackets _ - I
I
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 7/1/2015
� Florida Building•Code Online �'age 3 of 3
` •� � � �
; . � � ,
: � Limits of+4Jse ' ' � Installation Instructions , � 1 .
' , App�ove I for us�in HVHZ:No FL12078 R4 II Inst 12078.6.odf ' : � � � �
� , i Approve I for us;�outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 , S
, Impact Aesistant:Yes Created by Independ2nt Third Party:Yes �
i Design Pressure: N/A Evaluation Reports
Other:Mullion Desiyn Pressure varies according to mulled FL1Z078 R4 AE Eval 12078.6.odf
� window size.Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party:Yes
� Mullion Design Pressure Ratings,any additional use
i limitations,installation instructions and product particulars.
, 12078.7 g. "C-Class"Series Structural Clipped Steel 2.0",2.25"and 2.5"Bar Mullion for use on
Mullion � Wdod and Masonry Openings;.
' Limits of Use Installation Instructions � �
Approved for use in HVHZ:No FL12078 R4 II Inst 12078J.odf ;
Approved for use o�tside HVHZ:Yes Verified 8y: Lyndon F.Schmidt,P.E.43409 �
' ' ' � ' Impact Resistant:Yes ' � ' ' ' Created by Independent Thfrd Party:Yes ' ' ' '
Design Pressure:N/A Evaluation Reports ;
0 ther:Mullior.Desfgn Pressure varies according to mulled FL12078 R4 AE Eval 12078.7.odf
wi idow size.fL�:fer to EVAL 12078.7 and INST 12078.7 for Created by Independent Thfrd Party:Yes � Ef
Midlion Desig�Pressure Ratings,any additional use ' }
� limitations,in �'allation instructions and product particulars. I;
, : - . ; s : . . . . : . " ` . . . . � - '
. . , , � . . j . . . . , Back �Next • � , . � �� . . .
, I � i
Contad Us::�Qan ru�rtn M�nroe Sheet.Tallahassee Fl 32399 Phone:850-467-1824
I The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv S[atement::Accessibllicv Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mafi address released in response W a publfc-records request,do not send
electronic mafl to this entity.Instead,contact the office by phone or by daditional maii.If you have any questions,please contact 850.487.1395.*Pursuant to
Sectlon 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department wlth an email address if
they have one.The emalis provided may be used for o�cial communiotion with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Departrnent with an email address which can be made avallable 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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� ' R���r R �W Building Consull:ants, Tnc. �
.�; � • VV D� Consuyting and�Engineering Services for the Building Industry � � • ' �3
1 � � , � i. D , , , , ,
I /� P•0:'Baa�230Valrico,FL'33595 Phone813.659.9197 ` � �
tJ y I: 1
I' Florida Bc 6td Of Pro:essionel Bngineers CertiScate of Authorvation No.9813 �;
�
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� / / � !/ � ' / / / '
,! J I. , . .. . . _ � �
�
Product. sub Categbry ManufacturF r Product Name
Categ'ory �
� � �Associatetl Mater'ials;Inc. 3100 Structural Mullion
' 3773 S".�te Road
Wind I w .Mullions ; ! '
f Cuyahoga F'alls,OH 44223 � � !
' Phone 33�J.922.5350 I;
�
, ; . . : ` : : : i �s : : i : ; : i : : : : , . . y
, ;Scopes , Tiiis is a Product Evaluation repo�t issued by R W Buildfng Consultants,.Inc.and Ly,ndon F.Sctimidt,P.E.(System ID#, , , �
� ; 1998)for Associated Materials,lnb.bas�:d on Rule Chapter No.6.1 G20-3;Method 26 of tk�e Sta:e of Florida Product �
� Approval,Department of.Business&Professional Regulation.
_ I RW Building Consultants and Lyndon F,.Schmidt, P.E.do not have nonvrill acquire financial interest in the company
manufacturing or distributing the product or in any ofher entity involved in the approval process of the product named
herein.
Limitafilons:
1, This product has been evaluated and is in compliance with the 5th Edition(201•4)Florida Building Code(FBC)exeluding the"High
Velocity HurricaneZone"and conforms to the requi�ements of FBC Ghapter17.
2. Wood bucks by othersr must�be anchored.properly to transfer loads to the structure and be reviewed by the building official.
3. Nlullil n anchor embedment to base.materia!shall be bey�nd wall dressing or.stucco.
- 4. Whelr+tiszd in areas requiring uvind bome debris.protection,fhis product does not tequire protection with an impact resistant cove�ing
. when used in Wind Zones 1,2 and 3 as defined by ASTM E 1996;in Wind Zone 4 as defined by ASTM E 1996,this product must be �
protected with an impact resistant covering comp(ying with Section 1609.1.2 of the FBC. _
5. Sep I rate product appcovals for each glazing product used with these mufGons musf be submitted along with this mullion product
approval. '
fi. Anc i oring of each glaiing product to fhe mulfion shafl be as shown in each individual glazing product.approvaL �
7. Any i onditions not covered in this evaluatioii are subject to separate er�gineering evaluation. ,
8. Mullion design pressure rating,'see load cating table sheets 2 and 3 of drawing FL=12078.1.
9. The Idesign pressur�:rating of fhe asserribly shall be#he lesser of the load capacity of the mutlion as determined usirtg this approval or
the�design pressure rafing of the individaal glazing Froducts used. .
�
10.Bounding box.dimensions for geometric,shapes mu;;t be equal to or less than the rectangular dimensions shown herein. , , ' �.
i
' 11�See drawitig FL'1207$.1 for"size and design prE�ssure limitations. � ' ;' , ' � ' �j �
� �" `' f
� � 3appoi�ting�oc�menfs: � � , � � . � � ` , �i " ; � � `� � .
� ; , ; /� , . . .Fr,�r,;�;il�C�(,G?:a,.� �
1.,Drawirlq No. , Prepared bv =;`�,�' *`"�" Sipned &Seal�d by r
c\�j'V^`., _ �i S�
oFa , , . — �
� . ' ,
?'r',
�. . iidt P.E.
No.FL-12078.1 � RW Building Consultai�ts,Inc.(CA�9813) ,,.,, �:a' ` ,. . �Lyndon h.Schr� ,
I • ; . `,;> 9_ , . . ,_ , ,, '• , ,
2.. Calculatic'ns Prepar.ed bv ; f, � fS'aned&Sealed bV �
MullionlAr��horing � RW Buitding Consultants,Ina(C,A#9813) :¢ � � �� ` ;fL'�;�don F.Sclimidt,P.E.
i �,
� 3. Qu Ilitv Assurance - �> . �
Certificate ofi Participation issued by Acchiteotural Testing Inc.,certifying 4""`��. .. ;� ": � - ,
, that Associated Maferials,Inc.is manufacturing products within a quality ��r�'-�, :. , ' .,� .
assurance program that complies with.IS.OAEC 17020 an�i Guide 53. . , . �
� � Lyndon F.Schmidt,P.E.
1• ^y�''�. FL PE No.43409 �
� 3/4/2015
� , Sheet 1 of 1 '
� �
�
.. ----- � .`````���t►* �i���'';--_- ---
��� ASSC3�IATE D..MAT�RIALS - �� �,,,� ������� : _. N ,
.`.� C;=•• •!�-i
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I�.. N C O R P�O�R ^A T� E D ,_, "�_�� m •��=�^
3773 STATE ROAD __ :_- � - �_�`� �� �'z'Z��
CUYi�HOGA FALLS, OH 44223 '�';• Z ��°'� °�
.. .. _ �i �••, •��` J O fNo m �
.... .__ - �/�'''' '••.�....••�\�` N 1.�Ol
��/11111111 � O e��l m Z
3100 STRUC2URAL MULLION - �. �oMB�NEo - �� . M�. �oMB�NEo �.. ""o
- - --- •- DIMENSION IS 108" DIMENSION IS 108" 9 Z o'Z v
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Wl W2 .. . W���W2 e ° 9 °�
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MULLION GOAL POSTSTYLE BRACKET GLAZING GLAZING Z GLAZING GLAZING
(ATHEADANDSILL) PRODUCT PRODUCT � 'a�- PRODUCT PRODUCT Z
• �� � _ z
GLAZING z u � ¢v,
GENEHi��ivOTES_ _ - PRODUCT 'j� - � ¢o
1. This product has been evaluated and is in compGance with the 5{h Edition(2014�Flodda Building � Z
Code�FBC)excluding the"High Velocily Hurtfcane Zone"and confortru To ihe requiremenfs of FBC � —�, � m w� -
Chapter 17. ; - � � �z
_ _'_ � a cQi�
2. W000 oucks by others,must be anchored propetiy to hansfer loads to the shucture and be reviewed . �o o �
by ihe Buldng O�cial. ��_,µ, k.;,
- - - � �- -
- o M �
3. Mulllon anchor embedment to base matedal shall be beyond wall dressing or sfucco. - , „ _---�__� ° a��
c 4. When used in areas requUing wlnd bome debris protection;this pidduct does not require protection '�"'
from an fm���+�Q4�+n�t cn�arin�+when used fn�nd Zones 1,2 and 3 as defined by ASTM E 1996;in . ., MAX. COMBINED
Wind Zone 4,as defined by ASTM E 1996,this product must be protec`^�!with-an'impact resirtant MAX. COMBINED
_ rnvPr�ng comolving with Section 1609.1.2 of the FBC.
_.. . DIMENSION IS 108" DIMErvawri i� 108" � -
- - W���W2 . ., W���WZ `�
5. Separate product approvals for each gla�ng product used wlih ihese mullfons must be submitted
along vAth thls mullion product approval. - ' o� o
� z
wo �
� 6. Mchodng of each glazing product to the mullfon shall be as shown in each individual gla�ng �N �
productapproval. -"� ' GLAZING GLAZING GLAZING GLAZING o� �
PRODUCT PRODUCT PRODUCT PRODUCT �
" 7. Any condiiions not covered In thls evaluation are sub]ect to separate engineedng evaluaflon. ���`�° - ¢�
' --' ' '�a�a a
8. MulRon Design P�Ps����RaHng,see Load Rating Table Sheeh 2 and 3 af this drawfng. GLAZING o �i - ��....- _
. - PRo�ucr -•� .. ^� �
9. The design pressure ratfng ot the assembly shall be the lesser of the load capacity of the mulfion as �� GLAZING GLALING -o o¢ �
datermined using ihis approval orthe design pressure rating of the indivlduai glazing producis used. GLAZING GLAZING ,,,,, PRODIICT PRODUCT M�� m
- PRODUCT PRODUCT � _
- 10. Bounding box dimenslons for geomeMc shapes must be equal to or less than fhe rectangulo� N^Z �
dimenslonsshownherein. ���p ���pg i
� � ` s�: NTS �
s TABLE OF CONTENTS ' '-' ' m
SHEEf // DESCRIPTION owo.er: DWS
, nP��A� E��Ar�oNs & �ENE�� NOTEs _ - TYPICAL.MULLION CONFIGURATIONS CHN.BY: LFS 3
2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS ' oruvnNc uo.: �
a 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS _ _ ., FL-12078.1 �
_ N
4 MULUON SECi1C�: ��.����JRING DEftGC3- sH�r 1 oF•4 �
a , _. _.
, . - - - .
�--.�-�<-ti .
---Y--. -- ...,.-r.-'._-_� .�
-------- '
... _
- -- -- --------
� I� � _. . - ��l\ ll/� -- -- -------
w� WZ ... 3100 STRUCTURAL MULLfON LOAD TABLE(PS�• ��.�`�� � „ ,�;'�,
TRBUTARYWIDTH ��� � ••• • �''�'�� ��
�Q� � �
� •- zs• �o• rr u• ss• se• w• 4r u� �s^. � r� u• =Z'�' � o�"o�
76' 64.43 fi0.82 5729 54.36 51.77 49.45 47.35 45.42 43.65 42.00 40.48 39.06 36.51 _(,: a iC a�=��.•
GL4ZING GLAZING .. _.. •_ 72' 7625 77.78 67.87 84.43 61.39 58.fi4 56.14 53.83 57.71 49.75 47.93 4624 . ..a320 �N,�7 Z ��0� - °i
N^ _PRODUCT PRODUCT- 7p- 83.� 78.39 T4.75 70.41 67.10 64.08 81.3:i 58.et 5s.48 _Si.33, 5234 50.49 a7.�e %W�. ' �� `�'' �
� �: �'c oi.�
68" 91.15 BS.BS 8123 T718 73.52 7020 fi717 64.40 61.84 59.48 S/.29 5526 51.fi0 ������'••...........•�jg�� �o m m
�� --� ' &{' 110.20 1�03?88 98.33 93.42 88.97 84.92 81.23 7T.&5 74.73 _71.8fi. 69.20 66.73. 6228 ','�����II*111 ��```` ._.Z o m o
�� - 62' 120.00 114.78 108.� 10323 98.30 93.81 69.71 85.96 ,6251 79.32 76.38 73.84 68.71 � �9 �-N Z 4
� - -' ' 60• 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.22 91.38 B7.B4 84.5T 81.53 76.08 � o E�- z m o v
68• 120.00 120.00 120.00 120.00 120.00 115.58 110.48 105.63 101.55 9T.60 93.95 90.58 84.4fi � e�a 9 p t a
- - 66" 12(1.00 120.00 120.00 720.00 120.00 120.00 120.00 118.05 11284� 108.03 103.53 99.38 9202 (ti a N� 'm�d a�
- -` ' 2 �{" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.18 iN.34 106.88 98.96 � LL �
- � R 62" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 _120.00 120.00 115.28 108.72 E o z
TRIBUTARY WIDTH = W1 + W2 _ Z � i20.00 120.00 12(1.00 120.00 120.00 120.00 120.OU 120.00 120.00 120.00 120.00 120.00 115.43 o c�I �
2 � j 18" 120.00 120.00 120.00 120.00 120.0� t20.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0° �d
, I6' 120.00 720.00 120.0) 120.00 120.00 120.00 120.00 120.00 120.00 .120.U0. _120.00 120.00 120.00
�-W1 W2 '- = f µ" 12q.00 120.00 120.00 120.00 12q.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 Z �
I �� _J - _.. ._ 4Y 120.00 120.00 120.00 120.00 1N1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0 ��
� I . .� �0" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 .120.00 120.00 120.00 120.00 j J=
9 3t� 120.00 120.00 120.00 120.00 120.00 120.00 12(1.00 120.00 120.00 12q.00 120.00 120.00 120.00 -� mQZ
m 36" 120.00 12(1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 ~¢
`�, GLAZING GIAZING ¢: _ 74• 120.00 120.00 120.00 120.00 120.00 t20.00 120.00 120.00 120.00 .120.00 120.00 120.00 120.00 � � o�
PRODUCT PRODUCT. ,a.� 92^ 120.00 120.00 120.00 120.00 12o.ao 120.00 120.00 1zo.o0 120:00 120.00 120.00 120.00 tZo.00 ._ c� � �c�
,.Q�, �� 30" 120.00 120.00 120.00 120.00 120.00 12b.00 120.00 12Q.00 120.00 120.00 120.00 120.00 120.00 � N z�'
PRODUCT - . . �X - - �' 120.00 120.00 120.00 120.00 120.OD 120.00 120.00 120.00 120.00 _120.00 120.00 120.00 120.00 F� � Jo
'° •� 26" 120.00 120.00 120.00 120.00 120.W 120.00 120.00 12D.00 120.00 120.00 120.00 120.00 120.00 � o o �3
� ��� 2{" 120.00 120.00 12q.00 120.00 120.00 120.00 720.00 120.00 120.00 12(1.00 120.00 120.00 120.00
o r%� �
o, ,� I NS T RUC TIO NS FO R US E O F T H E MULL ION LO AD TABLE: ' "' _ a ¢a
�3 - i. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ��m
o SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). _ ,
� 2. FOR THE PAR7ICULAR'OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION ' �
� SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND - �
�� TRIBUTARY WIDTH DEfERMINATION. a
� 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN 7HE FlRST ROW OF THE '-
o '"' ""` �" TABLE, LOCATE THE TRIBUTARY WIDTH. AT 7HE IN7ERSECTION OF THE ROW CONTAINING THE �" ��
a MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE�MULLION LOAD d� o
� ' ` " R.4TING GIVEN IN PSF. THE MULLION LOAD R471NG MUST BE EQUAL TD OR'GREATERMTHAN THE -_I I`I I�NI �
m - - • DESIGN LOAD REQUIREMENT DEfERMINED IN STEP 1 ABOVE. _
� . �
� � - - - ��
� _ ' "' �¢
� o� - - a a a
a ' ' - » ?
� FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF �a�� Q
� � � THE FOLLOWING: . ,., o�o �
� 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE _ N�o �
INDIVIDUAL �LAZING PRODUCT APPROVAL. Z
Q ' on�:12/11 08 ?
� .. ._ 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE �, MS o
� INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EiCn m
� - END AND AT 15" O.C. MAX. SPACING. _. . �Wo•�� DWS
- CHK.Bh -LFS ; �
'g - '"' '- NOTE: A MINIMUM OF 3 THREhDS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF in� oeavnNc No.: a
� MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTR.4TIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 0
y - SECTION THRU MULLION & FRAME - - WINDOWS BY ALSIDE WINDOWS CAN BE USED IN 7HIS FASHION. N
,�`w_, � - •- SHEET Z OF 4 �
d . .,
-- -- - -- - -- --- -.�= � - ---.-�- ,.
- - - - -- --- -
_ �- -- 3100 STRUC.TURAL fl?ULL/ON LQAD TA,BLE �__--=-- ```o��t�* u���';____ __ ____-
�W���W2� _ ��ri:��. _ .�` . N �.
TA(BUTARY WIDTH ��Q�• .. ��.v.�--
��• • •�j� �
�~_II �' ?�" 300 32" 34" 35' 38" 40" 42" 44" .46"..,. 48" 5p'+ SS' _r:� � tp�';'��M. ,
�� _ ._ ._� 76" 64.43 60.62 57.29 54.36 51.7I -09.45 47.35 45.42 43.65 4200 40.48 39.OB 36.b1 . _V:� .p�( �;Q=?��
7z" 70.94 673T. 64.29 61.60 59.26 57.14 b5.17 53.33 61.61 49.75 47.93 46.24 43.20 �ff1;� o 'z� m
z:' GLAZING �;I vuiNG-- z t'c'g`O� � dm
4� PRODUCT PRADUCT 70" 73.47 89.82 fi8.67 69.93 61.52 59.31 57.2A 55.32 5352 01.83• SU25 48.78 46.03 �V". =rij� �,u��;�
� ' 68" 76.19 7245 69.23 66,4q 63 93 61,60 59.44 5l.4J 55,54 53,78 52.13 $0.67 47.72 . �����''•.,,,,,,,,. ''�j��� �-o m m �
Q �� 66" 79.12' 75.29 7200 69.13 68.49 64.05 61.78 S�.6T 5Z.70 fiS85 54'.12 52.43 49.52 �4�� * � `��\�' � N>i.j m
J� 64" . 8228 78.37 75.00 7200 �69.23 �86.67 64.29 R.07 60.00 5&08�., 56.?S 54.55� 51.43 ��/(It �tt � o ro�i
�� _ _., , ' 62" 85.71 89.70 7823 75.07 72.t6 89:a6 6fi.96 &1.63 624fi 60.42 68.52 66,73 53.47 . � �` °N o
� 60" 89.44 85.33 81.70 78.37 75.29 7245 59.82 87.37 65.06 `6295 60.95 59.08 55.65 ��� � 9 "Z o=v
� ' _ 58" $3.51 89.27 85.43 81'.91 78.66 75.67 72.89 70.31 &7.90 8566�•. 63.56 61.59 57.99 .l. e�y�, 9 0`o a
56" 97.96 9351 H9.44� • 85.77 82.29 79.�2 76.19 73.4T 7094 68.57 66.36 6429 60.50 . h; a N p m"d a m
� 54" 102.S1 �8d08 93.77 • 89.,82 8620 92.85 78.75 7E,86 74.20 74.7t 69.38 67.19 -�C3.21 �4 �",,'�' � _.
' y 52" 106:07 ' 103.Q4 96.a6 94.27 80.42 6.88 83.60 80.56 7Z73 75.t0• 72.&! ]0.33 68.t3 € o z° �
y�ry �. 4V2 , = 50" 11�,78 106.42 � 103.55 89.10 , 95.01 9f:25 87.77 84.55 81.56 7&77 78J7 73,73 69.28 . 9� p�
TRIBUTARY WIDTH = 0 48" 12P.00 'I14:29 109.Q9 1 4.35 100.00 86.0 9231 88.08 85.71 8276 80.00 77.A2 72.73 0 �d-'•b�
2 � 46" 120.06 120.00 11514 110.06 105.45 101.19 97.26 93.fi2 9Q25 87.11.. 84.18 81,44 78.47
�-'-�� _F � ' � 44" 12(1.00 t20.00 120.W . f16.36 11t.41 106.66 10287 9d.8Q 95.21 91,97 BB.75 85.84 80.56 . z ��
Wt -W2 42" ]?A.06 1ZQ.D0 12R.00 i2Q.OQ 117.97 t73.11 108.63 104.49 100.66 97.-09 93.P 90.87 85.0 0 00
�' . 4p" 12¢.00 120.U0 120.06 120.00 120.00 120.00 11520 110.77 106.67 10�.86. 99.31. .96.00 90.00 � �v
� 98" 120:00 120.00 120.00 120.0p 120.00 120.00 �120.00 117,T3 . 113,33 109.25 105.45 101.90 95.4H . � - mQ¢
7 36" 17f1.00 i20.00 120.pD� 120.00 120.00 120.OQ 12f1.00 120.00' 120.00 11&36 f12.28 108.47 101.59 - �-�
� , $4" 1a1.OD 120.00 120.00 120.00 120.OD 120.OU 120.00 120.00 720.OD 12Q.00• 119.94� 115.84 108.42 � � ��
'��' GLAZING GIAZING ,Q'; - � m ovvi
J PRODUCT PRODUC7• a� 32" ' 120.00 120.00 120.00 120.00 120.00 120.00 ia].00 120.06 120.00 120.00 120.06 120.OR 116.13 �, � �
a '�^ 30' �20.0o tzo.00 tzo.00 i2o.00 t2o.00 �zo.00 t�a.00 tzo.no tzo.ao i2a.oa i2o.ao t2a.00- i2o.Op � - N z�
c�aziNc z n ys�� �m.00 �zo.00 �zo.00 izo.00 �zo.00 �zo.ao �20.00 �zo.00 �za.00 �zo.00. �zo.00 �zo.00 �zo.00 � � ��
� PRo�ucr. - - - .�- - � o }z
- ,..�� 26" t20.ao tzo.ao 1zo.00 120.00 tzo.00 tzo.ao 120.00 12o.oa 120.00 12o.ao 120.00 120.oa 120.00 � o
� II �� za^ �an.00 izaoo �zo.00 �zo.00 �za.00 tzo.00 izo.oa izo.00 �zo.00 �za.00 izo.00 �zo.00 �zo.00 o� � �c�.,
m � INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: °' a
; 1. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PART(CULAR OPENING AS -��m
� SPECIFlED BY THE BUILDING DESIGNER (ARCHITECT OR ENGWEER OR REC'ORD).,.
� _ , 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON - - �
g SPAN. .RE'FERENCE 7HE SKETCHES ON THIS SHEET FOR MULLION SPAN AND '�
= TRIBUTARY WIDTH DETERMINATION. - - � �
� - 3. IN THE FlRST COLUMN OF 7HE TABLE, LOCATE THE MULLION SPAN. IN THE FlRST ROW OF THE y� I
o TABLE, I.00ATE THE TRIBUTARY WIDTH. AT 7HE INTERSECTION OF THE ROW CONTAININC THE �
� MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ.iHE„MUCLION LOAO w o o I
� - � RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE- N �
o "" ' DESIGN LOAD REQUIREMENT DETERMMED IN STEP 1 ABOVE --�N ,�i
"-�, , ,, _ o� � I
LL - �k'
'� o o "a� ri I
a � . - • �a z
_ � �'��� FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCNOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF v��w �
e � p' THE FOLLOWING: __ ��o �
a Y--.. - _.,...�r-.=.:_� o
o ' " ' 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE .��- ��� o
� � � INDIVIDUAL GLAZING PRODUCT APPROVAL � ` ��z o
. DAtE I2 I� OS Z
z 2. SUBSTiTUTE �8-18 PANFfEAD SELF-DRIl1.ING SCREINS FOR THE FASTENERS SHOWN IN THE o
� _- - -- . un�: ._MTS -+
INDIVIpUAL GLAZING PRODUCT APPROVAL MAX(MUM FASTENER SPACING ALLOWED IS 6" FROM EACH S
n'�. � ' H � _ END AND AT 15" O.C. MAX. SPACING. -. .••• owc.er� DWS m
_.. ._ cHK.er: LFS 3
•� NOTE: A MINIMUM OF 3 7HREADS OF THE SELF-DRILLING SCREWS MUST PR07RUDE 7HROUGH THE WALL OF 7HE oaAvnNa No: �
g MULIION. THIS SEC710N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER, F,RAME SECiIONS OF FLORIDA APPROVED FL-12078.1 �
5 SECTION THRU MULLION & FRAM�_ , - WINDOWS BY ALSIDE WINOOWS CAN BE USED IN THI$ FASHION. - N
` s+�r. 3 or 4 �
o -
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- .375° � 1.0" � R . - - _ =_.� � o;Q-Z •
.75 75, �- •- . : • i��`� Z* ��y��� o`m, ..
� � ��V N M
� � /��• �• �\ J O ID m
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� _ _.. ._ � � . _ _ � � V
oz°' 9m �W
0 og o oa
-. ��� - ANCHOR TO 2X STUD 6 10 x 1-1 2" a Na m da�
� . J27"�� �^^ -CENTER HOLE 1-1/4" MIN. � ) # �
EMBED. OR TO 2X BUCK WOOD SCREWS (3/4'� 9 �- �
°i. - � - " MUST NOT BE UM LLION � USING /�10 X 1.=1/2" - MIN. EDGE DISTANCE) E oZ
USED_WHEN USING MAT'L: 6063-T6 M WOOD SCREWS � �w �
�CONCREfE SCREWS o 2X MAT�L: (SPRUCE- o �`d
. .•� - - PINE-FIR) G=0.42
in OR BEITER Z
N
_ . _ O 33 J I
I .. ,_. '1-3/8.� MIN. � o�
Y J - - �
� � _ G�'BED. � � �,
nn111 LION ANCHOR BRACKEf 50-2722 1/4�� MAX.--I �'
_ MAT'L. 6063-T6 . ° - m v�iz
a Z
__ .. � (4) 1/4" x 2-1/4" ELCO ULTR.4CON �
N CONCRE�E SCREW .. - y a -_'�
� z
o _ _ (2.5" MIN. EDGE DISTANCE) c`'i o o �
¢
e •
^ -- • --- � ANCHOR THROUGH 1X BUCK o n �
� USING 1/4"' X 2-1/4" - a a
� _ CONCREfE SCREWS 3,000 PSI CONCRETE
CONFORMING TO ACI HORIZONTAL ALUMINUM MULLION ��m
�' ' a 301 OR HOLLOW ... (UNDER SEPARATE APPROVAL) -
�S a " BLOCK CONFORMING '
TO ASTM C90 �
% — ————————————— .t
� —— —
° - 7-7/4" MIN. �c�
f o " __ ;'� � EMBED. __ --- — — — - �m o
� � o N
� � - - � �" �
m "� 4) #10 X 3/4"' � � �a-x GOALPOST o0
¢ — DRACKEf
� - - � SHEET METAL SCREWS � � ��
� #8 X 3/4 SMS - -- 8 X 3/4" SMS ' (1/2'. MIN. E�GE DISTANCE) I I ^ o o �
I I 3100 MULLION �� Z
e j�4�� MAX.---{ "" �
a -
a a .' w
� � a � O�a J
MULLION TO�MULLION ANCHORING ,.��o m
z
a - . �`1^Z [�j
o � e .,,.. __,,.......�_�, Z
ANCHOR TO MASONRY on�:12 11/08
cF B USING 1/4" X i-3/4" a (4) 1/4" X 1-3/4" ELCO ULTRACON o
¢ � � CONCRETE SCREWS CONCREfE SCREW �E N7S �
� (2.5" MIN:'EDGE DISTANCE) _ owc.er:,_--9WS_ m
w . ,. o cHu.er: LFS �
a - •,.=-^'-ir"'. �
a o 3,000 P51 CONCRETE CONFORMING DRAWINC NO.:
'o ReciC MULLION BRACKET ANCHORING BASIC MULLION BRACKET' ANCHORING , TO ACI 301 Utt'lio�w`ro"o`�K _ FL-12078.1 0
� FOR CONCREfE SCREW CONNECiIONS AND FOR WOOD SCREN� APPLICATIONS CONFORMING TO ASTM C90 N
� ^ SHEEf 4 OF 4 �
� SMS SCREW (MULL TO MULL) CONNECTIONS
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