HomeMy WebLinkAbout14-15605 �
`._ r CITY OF ZE HYRHILLS
' S335-8T STREET
(sis)� 0-0020 156
BUILDIN PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15605 Address: 38624 5TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-17000-0080
Improv. Cost: 2,952.00 OWNER INFORMATION
Date Issued: 9/25/2014 Name: TILLMAN LANCE & MARLENE
Total Fees: 75.00 Address: 38624 5TH AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 9/25/2014 Phone: (813)713-0220
Work Desc: REPLACEMENT 7 WINDOWS SIZE/SIZE
CONTRACTOR S APPLICATION FEES
WI DOW WORLD OF TAMPA AY LLC BUILDING FEE 75.00
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Ins ections e uired
FOOTER 2ND RO GH PLUMB MI C INSULATIO CEILI G
FOOTER BOND DUCTS INSULATED S WER MISC.
ROUGH ELECTRIC LINTEL MI C MISC.
1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC.
DUCTS INSTALLED WATER MI C DRIVEWAY
PRE-SLAB SHEATHING MI C. MISC.
CONSTRUCTION POLE FRAME MI C. MISC.
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following rea ons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not ade when inspections called d)work not ready for
inspection when called e) permit not posted on job site fl plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this property that
may be found in the public records of this county, and there ay 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 o commencement may result in your paying twice for
improvements to your properly. If you intend to obta n financing,consult with your lender or an attorney
before recording your no ice of commencement."
Complete Plans,Specifications Must Accompany Appli tion.All work shall be pertormed in accordance with
City Codes and Ordinances. O OCCUPANCY BEFO C.O.
� CONT TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD ROM WEATHER
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City of Zeph rhills
BUILDING PL.AN REVI W COMMENTS
ContractorlHomeowner: /�t�`�(}CR(� � � ��
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Date Received: ~` 2�--t
site: � ��P�- ` `�-�.- ,
Permit Type: � (�'�. j.t)����.5 S�S �
Approved w/no comments. Approved w/the below co ents: ❑ Denied w/the below comments: ❑
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This comment sheet shail be kept with the permit andlor pl s.
Gr.��zM � t,,�i�,
��f �U
Kalvin Switzer-Plans Examiner ��at ontractor andlor Homeowner
� (Required when camments are present)
813-780-0020 City of Zephyrhil s Permit Application Fax-813-780-0021
� Buildin Department
Date Received ��� �
PhoneContactfo Permitting �� �G� -- ���
-.*.-
Owner's Name Q�y y�. '��tirG Owner Phone Number
Owner's Address � b Z �� �H Owner Phone Numbei
Fee Simple Titleholder Name Owner Phone Num6e�
Fee Simple Titlehalder Address
J08 ADDRESS J�6 Z J T`� �[�c LOT# �
SUBDIVISION ��T�s e� 2t.��y��,��l � PARCEL I # � " a7`�-1/- �0/U - /70Q 0- !�d v
/ (OBTAINED FROM PROPERTY TAX NOTICE)
_ WORK PROPOSED _ NEW CONSTR ADD/ALT �_ SIGN � _ 0_ _ DEMOLISH __ _ _
~ . � B INSTALL �v REPAIR �
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WOi2K �lvN6 /' a 7 6v� �,/o,v fi z.� 7�/' f�°
BUILDING SIZE SQ FOOTAGE HEIGHT
OBUILDING $ �� VALUATION O TOTAL CONSTRUCTION
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY � W.R.E.C.
�PLUMBING $
�
�� 5
OMECHANICAL $ VALUATION O MECHANICAL INSTALLATION I �
� ` .
OGAS 0 ROOFING Q SPECIALT � OTHER
FINISHED FLOOR ELEVATIONS FLOOD Z NE AREA DYES NO
BUILDER � • v COM ANY ��,''ro.'d!,/ �a/� o/ /� /l �
SIGNATURE ��'' ` REGIS RED Y N FEECURRE� /N
Address �} 0 i�a^/�� � " License# ��G ���/�9
ELECTRICIAN COM ANY
SIGNATURE REGIS RED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER CaM ANY
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COM NY
SlGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
OTHER COM NY
SIGNATURE REGIST RED Y/ N FEE CURRE� Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of nergy Forms;R-O-W PeRnit for new construction,
Minimum ten(10)working days after submittal date. Requ red onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilikies 8�1 dumpster;Site Work Permit for sub ivisions/large projects
I COMMERCIAL Attach(3)complete sets oF Building Plans plus a Life Safe Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10j warking days after sut,mittal date. Requ red onsite,Con�truction Plans,Storniwater Plans w/Sil4 Fence installed,
Sanitary Facilities& 1 dumpster.Site Work Permit for a(I n w projects.All commerciai requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""'PROPERTY SURVEY required for all NEW conslructio .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrad s over$7500)
** Agent(for the contractor)or Power of Attorney(for the owner)would be s meone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Appiication Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PI USurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
\
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 witli any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to'what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors; he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and;is not entitled to permiEting privileges in Pasco
County ;
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply;to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordii�anc� number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,,as may be due, wili 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 fnal power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and:Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as'indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads,;Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, C,ypress Bayheads, CNetland Areas, Altering
Watercourses. �
- Army Corps of Engineers-Seawalls, Docks, Navigable VVaterways.
- Department of Health & Rehabilitative Services/Environmental Fiealth 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"unfess expressly permitted.
- If the fill material is to be used in Flood Zone "p", it is understood that .a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use; of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is'required.
If I am the AGEN� 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 sepa;rate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inclt�ded in the application. A
permit issued shall be construed to be a license to proceed with the worK and not as authority to�violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any c,odes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after;the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (9b) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IPV YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFC�RE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 117.03) �
OWNER OR GENT _ CONTRACTOR
Su s rib an sworn to(g�affir ed) efore me this Subscribed and sworn to(or affirmed)before me this
n
G r by /�. � by
Wh is/are personally known to m or ias/have produced Who is/are personally known to me or has/have produced
as dentlfication. as identification.
Notary Public Notary Public
Commissi n No. Commission No.
/ 11�f / .. O1PRY.:"Bi•. IAN DOLBY
Name of Notary typed,printed r st p . � M`(COM F 078521 Name of Notary typed,printed or stamped
'k��, EXPIRES:February 18,2018
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2014129000 "
Rcpt:1622313 {tec: 10.00
Permit Number DS: 0.00 I7: 0.00
PropertylDNumber , -� �- r ,i,�� � 08/12/14 K. Kraengel , Dpty Clerk-
r�AULR S 0'NEIL,Ph D PqSCO CLERK & COMPTROLLER
� '� �� C'� � � � � ���� �'F�� � 08/12/14 01:07 m 1 of 1
State of Florida OR BK ���� PG ��4�
County Of ----------- ______
THE UNDERSIGNED hereby gives nolice that improvements will be ma e to certain real property,and in accordance with Section 713.13 of ihe
Florida Statutes,lhe following information is provided in this NOTICE OF OMMENCEMENT.
4.Description of property(lega!descriptionJ:GC�/�(U� /�(�1-� � QG- � L67 �h Z..d�(°Z � xZj
a.)Slreet Qoh) Address: � d� n,,,-� �,�� -3 ' �Z
2.General description of impro�ements: Replacement Window Ins allatian.
3.Owner lnformation or Le'sse�e'information if the Lessee contrac�d or the' pr�ove ent: �' � � �
a.)Name and address: `CZ'LLu2.o�/ �'r''f 3 C�'4
' b.)Name and address of fee simple titleholder(if dif(erent than Owne Iisted.above)____ _
�— c,)(nEe�esfin property: - �Owner f -- � � `
' 4.Contractor Information
a.)Name and address: Steven Irwin Rogilllo 59'f0-B Breckenr dge Pkwy Tampa,FL 33610
b,)Telephone No.: (866)946-3189 Fax No.:(optiona)
5.Surety(if applicable,a copy of the payment bond is atfached)
a.)Name and address:
b.)Telephone No.:
c.)Amount of eond: S ,
6,Lender
a.)Name and Address
b.)7elephone No.:
7.Person within fhe State of Florida designated by Owner upon whom otices o�other documenis may be served as provided by Seciion
713.13(1)(a)7.,Florida Statufes:
a.)Name and adciress:
b.)Telephone No: Fax No.:(oplional
8.a.in addition to himself,or herself,owner designates oF
to receive a copy of the L'�enor's Nolice as provided in Section 713.13( )(b),Florida'Statutes,
b.}Telephone No.: Fax No.:(optional)
9.Expiration date of notice of commencement(the expiration date may ot be before the completion of consfruction and final payment to ihe
contractor,but will be 1 year from fhe dafe of recording unless a differe t date!s specifled):
WARNING TO OWNER:ANY PAYM�N7S MADE BY THE OWNER AFTE THE EXPIRATlON OF THE NaTiCE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SEC710N 743.13,FLORIDA STATUTES AND CAN RESULT(N YOUR
PAYING TW10E FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTIC OF COMMENCEMENT MUSI"8E RECORDED AND POSTED�N
7HE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSUL7 OUR LENDER OR AN ATTORNEY SEFORE COMMENCING WORK
OR RECQRDING YOUR NOTICE OF COMMENCEMENT.
Under penalry of perjury,I declare that I have read the foregoing notice of c mmencement and that the facts stated therein are true io the best of
my kno dga and be ef. ` �'�V �v-C-�.� ��t �� �l�-(�
e.�^-
(Signat o(Owner or Lessea,or Owners or Lessee's(Authorized O�cer DireclorlPartner anager) (Prin[Name and Provide Signatorys TillelOKce)
The foreg ing instru-m�ent was acknawledged before me this Z�'1.,'�i day of �Gi���,� �F�!�-�
by �/'�I�GG �1/l�'t tF69 2S (type of authority,e.g.lrustee,attomey in fact)
for ,as
(Name of Person) / \ (type o(aulhority,e.g.lruslee,a�lomey in fact)
for (name o arty�n behaJt of whom instrument was execuled)
Personally Known Q Aroduced ID 0 � ,�/�
Type ot ID • " ��� Notary Signa( e ' "'""��`"`J�j`,�ilL-G� O—�Gt—�—
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Print Na e /�l�j C(� S;G•.� /�j�G�--v�ql f� _
*'"''• �+IELISSA ANPI YA('siJE
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='' :`= MY COMMISSION#EE201017
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(407)398�0163 FlaldeNotLrySerwce.com
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TNlS!S T�GrR i i;=Y TH,�i 7HE FOPEGOiNG IS A � �'
T�UE Atv�t CC.�,R�CT GC?PY O!=TNE D�CUU1`NT �' ° �,. "' '��� ��� ���
ON Fit_E Oi�Ur=PuBL1t'RcGC�F�D IN THlS(?FFlCE �. � ?��"_ . °�� , �
WlTPlESS fVIY i-I���i�AN[3 QFFICiAL EAL TtilS I+s�jadlYeR"rttst �
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8Y-(����— �// C?E?UTY CLEF�K �.�'��' a ����u�,�'�
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� ���¢�Bay,LLC � pa�i� p�or Contract
��Su�P�y � �e�� e��� Showroom Location:
FL Contractor's License#SCCi 1 9 5910 Suite B Breckenridge Prkwy Tampa, FL 33610
Name• . �� 1.866°iNIND.189 (866-946-3189)
Address: tomer ID#: Home Phone: C 0�2�
City: Z- ' T. FL ZIP:� �Z.._ Work Phone:
E-MAIL: - rG 5 Cell Phone: �
Windows O tions
� Double Hung Half Screen $io
Series# Model# Full Screen $22
6000 DH Weld/Weid 0501 $240 Double Locks(>30"wide) $9
6000 DH Weld/Weld 0501HP $260 Argon Gas $21
� (Oversized Windows) Foam Insulation Wrap $12
4000 DH Weld/Weld 0201 $200 � DP Rated Glass N/C
(Premium Grade) Beige Color Vinyl $32
Other Styles ��¢¢ Wood Grain-Inside Surface $90
Picture Window-0204 $329 � SolarZone Low-E-Glass (SHGC�.30) $45 ��
2 Lite Slider-0202 $329 SolarZone Elite LE-Glass(SHGC�.21) $65
3 Lite Slider-0203/0209 $520 Tempered Glass Sq Ft. $7/Sq.ft
Casement/Awning(Add Upharge,,Belo ) $289 � Obscure Glass $30 �
Non 4000 Series Windows-Add 40 $40 Lifetime Giass Break Warranty $25
Special Shape W/Operating Sash $559 Oriel/Cottage Style 60/40 $26
Specialty Windows Colonial/Contoured Grids $37
Er.terior Color $150
� $ $
$ Value Pius Package-VPP $59
$ �Energy Star Package-ESP $79
�- � AMI-Oualllfed Partner
� � Additional Labor Charqes
PRE 1978 BUILT HOMES(Federal Lead Con ai � Remove Aluminum Window $50 �S�
My Home Was Built In The Year/ Initi Is: Remove Steel window $70
L���� � Concrete Block Bore/TapCon Set d'rJ�($99 �
Slidinq Patio Doors Remove Alum-Wood Frame In Stucco $i io
Vinyl Rolling Patio Door 5'-5205-6'8" $1,420 Remove Steel-Wood Frame In Stucco $130
Vinyl Rolling Patio Door 6'-5206-6'S" $1,490 � Structural Mullion for multi-unit $90 �
Vinyl Rolling Patio Door 8'-5208-6'S" $1,675 Custom Jamb/Sill Cutback $80
$ Door Jamb/Concrete Sill Cutback $110
$ Instail E�erior Capping $125
$ Instail Custom InUExt Trim/J-Ch $40
$ Repair Sili OR Jamb $15/Ft
$ � 2nd Story Charge $10 �
$ Bay Window Finish&Trim $300
$ � _. •i
$ -��`'� —
The buyer is responsible for the removal and re-installalion of an existing security system,burglar oa�a or A/C units and for removing all window coverings and/or obsWc' ' to
installation. Additional char es for removin items are at the Foll win rates:A/C Unit-$50;CurtainslBlinds-$25/Window;Fumilure-$tOAtem;Shutters-350 ea I1111T'
m ow or agrees to insta win ows an oors a note a ove an on t e attac e or er orm an to pe orm ot er services as spea ie a or
the price quoted on this form. No other promises,ex ressed or implied,are made except those expressed in writing on this agreement.
'If Window World seeks legal counsel to enforce obli ations under this contract,Customer agrees to pay reasonable attorneys fees and costs.
You the buyer may cancel this trans ction at any time prior to midnight of the third business day after the date of this
transaction. Notice of cancellation mu be in writing postmarked no later than midnight oi the following third business day
TF11S S A CUSTOM ORDER NOT FOR RESALE!
o ex ra wor i no m wr�inq. Customer Agrees to the terms of payment as follows:
Total List Price $
`� Trip Charge!Set-up&Administrative Fee$ 100 $ �
\ /j��� ��� Site Specific Engineering$200 $
JC
Fire M�h�ll Plan Review(St.Pete Oniy)-$55.00 $ — `T
` , ���'�-l���Y $ %. Permit+5119 Acquisition Fee $
��• � � Total Amount $
CK# Custom Order Deposft 50% $
Balance Paid to Installer upon Completion $
WINDOW WORLD Amount Financed $
C��� Round Up&Contribute to St.Jude $ �-�"
Loan Approval# ��� ��� �`�� ��
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VISA AMEX M/C DISC# E�.Date Sec.Code
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Emp.# Estimator Date O er D'ate
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Wro�a�-o��� �a����-���mtt Owner Date
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,,y?m� ProAuc[An�roval Menu>Produd or Aoolication Search>A lication Li >Application Detail
��"`'',° '�»:'`^ ' ' FL# F 11720-R10
__.._�_,.;..�__._�.:.. s Application Type vision
Code Version 2 10
Application Status A proved
Comments
Archived
Product Manufacturer A sociated Materials Inc. R , � ,.� �„j;, ,�,_7
Address/Phone/Email 3 73 State Road
f.�,Z, .��;�������-��.LL COMPLY WITH A.LZ
C yahoga Falls,OH 44223 FI�,V�iILING CODES,FLORIDA EUILDII�TG
( 30)922-2108 CODE P�ATIONAL ELECTItIC CODE AIdD
fernbaugh@alside.com �
crrYOF���s-��T��r���.t��i���;.,����;�t:�
Authorized Signature V vian Wright
ri kw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
���;/(��,:,, �,,..;v�.; �
Quality Assurance Representative �°��'�� !-2,
Address/Phone/Email �r������"T �,.,�i�, ''L.; ��� �G-Z 6-Z014
�' �;A r,_.�r`.,'":'�i,:;Y't'�r�r i t��
'���`�� '��.�z
Category indows �9 �°''�'`�� f�������
Subcategory D uble Hung """'z�_r�
Compliance Method E aluation Report from a Florida Registered Architect or a Licensed
FI rida ProFessionai Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed L ndon F.Schmidt,P.E.
the Evaluation Report
Fiorida License P -43409
Quality Assurance Entity A chitectural Testing,Inc.
Quality Assurance Contract Expiration Date 1 /31/2014
Validated By R an J. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence F 11720 R10 COI Certificate oF Inde endence. dF
Referenced Standard and Year(of Standard) S andard Year
1 1/I.5.2 1997
A SI/AAMA/NWWDA 101/I.S.2/A440 2005
A SI/AAMA/NWWDA 101/I.S.2/A440 2008
A TM E1886/E1996 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method M thod 1 Option D
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Florida Building Code Online Page 2 of 4
� , , •
. „ ,
Date Submitted 3/OS/2014
Date Validated 3/06/2014
Date Pending FBC Approval 3/08/2014
Date Approved 4/18/2014
Date Revised 5/O1/2014
Summary of Products
y FL# Model,Number or Name Description
` 11720.1 a. Model 0201 Extruded Vinyl Double Hung Window"NOn-Impact"
/ Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II INST 11720.1.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 Evaluation Reports
Other:See INST 11720.1 for Design Pressure Ratin s,any FLi177_0 R10 AE EVAL 11720.1.odf
additional use limitations,installation instructions an Created by Independent Third Party: Yes
product particulars.
11720.2 b. Model 0301 Extruded Vinyl Double Hung Window with Nail Fin-"Non-
Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II INST 11720.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409.
Impact Resistant:No Created by Independent Thlyd Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.2 for Design Pressure Ratin s,any FL11720 R10 AE EVAL 11720.2.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product 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 R10 II INST 11720.3.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 Evaluation Reports
Other:See INST 11720.3 for Design Pressure Rating ,any F�11720 R10 AE EVAL 11720.3.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product 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 R10 II INST 11720.4.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 Evaluation Reports
Other:See INST 11720.4 for Design Pressure Rating ,any FL31720 R10 AE EVAL 11720.4.odf
additional use limitations,installation instructions and Created by IndependentThird Party•Yes
product particulars.
11720.5 e.Model 0501 HP Extruded Vinyl Double Hung Window-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 A10 II INST 11720.S.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
impact Resi'stant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.5 for Design Pressure Rating ,any FL11720 R10 AE EVAL 117ZO.S.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
11720.6 f. Model 0601 Extruded Vinyl Double Hung Window-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No F�11720 R10 II INST 11720.6.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 Evaluation Reports
Other:See INST 11720 6 for Design Pressure Rating ,any FL11720 R10 AE EVAL 11720.6.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
11720.7 g. Model 8001 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II INST 11720.7.pdF
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p am=wGEVXQwtDquzHEnMXJwex... 6/4/2014
FloridaBuilding Code Online Page 3 of 4
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 11720.7 for Design Pressure Ratin s,any FL11720 R10 AE EVAL 11720 7 odf
additional use limitations, installation instructions an Created by Independent Third Party: Yes
product particulars.
11720.8 h.Model 9001 Extruded Vinyl Double Hung Window-"Non-Impact" -
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II INST 11720 8 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 Evaluation Reports
Other: See INST 11720.8 for Design Pressure Ratin s,any FL11720 R10 AE EVAL 11720 8 odF
additional use limitations,instailation instructions an Created by Independent Third Party: Yes
product particulars.
11720.9 i. Model"i"201 Extruded Vinyl"Tilt"Double Hung Window-"NOn-Impact"
Limits of Use Installation Instructions
Appraved for use in HVHZ:No FL11720 R10 II INST 11720.9 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 Reports
Other:See INST 11720.9 for Design Pressure Ratin ,any Fl_11720 R10 AE EVAL 11720 9 odf
additional use limitations,fnstallation instructions and Created by Independent Third Party: Yes
product particulars.
11720.10 j. Model"i"-201 Extruded Vinyl"Tilt"Double Hung Window-"Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 R10 fI INST 11720 10 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:See INST 11720.10 for Design Pressure Ratin s, FL11720 R10 AE EVAL 11720.10.odf
any additional use limitations, installation instructions and Created by Independent Third Party:Yes
product particulars.
11720 il k. Model V101 Extruded Vinyl Double Hung Window with Nail Fn-"Non-
Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II INST 11720 11 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 Evaluation Reports
Other: See INST 11720.11 for Design Pressure Ratin s, FL11720 R10 AE EVAL 11720 11 �df
any additional use limitations, installation instructions nd Created by Independent Third Party: Yes
product particulars.
11720 12 I. Model V121 Extruded Vinyl Twin Double Hung Window with Integrel
Mullion and Nail Fin-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 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 Evaluation Reports
Other: See INST 11720.12 for Design Pressure Ratin s, FL11720 R10 AE EVAL 11720.12.ndf
any additional use limitations,installation instructions nd Created by Independent Third Party:Yes
product particulars.
11720 13 m. Model 3001/3801/3A01/ Extruded Vinyl Double Hung Window-"Non-ImpacY'utilizing
3AB1 the"Sm-Sm"Sash
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R10 II Inst 11720.13.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 Evaluation Reports
Other:See INST 11720.13 for Design Pressure Ratin s, FL11720 RSO AE Eval 11�20.13.odf
any additional use limitations,installation instructions nd Created by Independent Third Party: Yes
product particulars.
11720.14 n. Model 3001/3601/3A01 Extruded Vinyl Double Hung Window-"Non-ImpacY'utilizing
3AB1 the"Sm-Med"Sash
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 R10 II Inst 11720.14.�df
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 Evaluation Reports
Other:See INST 11720.14 for Design Pressure Rating , FL11720 R10 AE Eval 11720.14.odf
Created by Independent Third Party:Yes
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Florida Building Code Online Page 4 of 4
any additional use limitations,installation instruction and
product particulars.
9ack Next
Contact Us::I 40 North M nr re t Tallaha FL 32 phone:850-487-1824
The State of Florida is an AA/EEO employer C i h 07-2 1 a of FI r' :;privacv Statement: Atcesslbilitv Statement Refund Statement
Under Florida law,email addresses are pu6lic recards.If you do na wan[your e-mafl address released in response to a pubtic-records request,do no[send
electronic mail to[his en[ity.Instead,contact the office by phone or by Vaditional mail.If you have any questions,please contact 850.487.1395.�'PUrsuant to
Sec[ion 455.275(1),Florida Stdtutes,effec[ive October 1,2012,Iicen ees licensed under Chapter 455,F.S.must provide[he Departmen[with an email address if
they have one.The emails provided may be used for official commu Ication with the licensee.However email addresses are public record.If you do no[wish to
supply a personal address,please provide the Department with an ema I address which can be made available to the public.To determine if you are a litensee under
Chapte 455,F.S.,please click here
Pro ud Approval Acceptr:
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srcuri[�•t.n:r��ur.,
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� R W �uildin Consultants, Inc.
� � YV . ' � Consulting and Engineeri g Services for the Building Industry
B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
CFlorida Board of Professional� gineers Certificate of Authorization No.9813
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-
Product
Category Sub Category Manufacturer Product Name
Associated Materiais Inc. Model 0201
Window Double Hung 3773 State Road Extruded Vinyl
Cuyahoga Falls,OH 44223 Double Hung Window
Phone 330.922.2108 "Non-Impact"
Scope: Product Evaluation report issued by R W Building Consu tants, Inc. & Lyndon F. Schmidt, P.E. (System ID#1998)for
Associated Materials Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Dept.
� • of Business&Professional Regulation.
' RW Building Consultants and Lyndon F. Schmidt, P.E. d not have norwill acquire financial interest in the company
manufacturing or distributing the product or in any other ntity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2007 010 Florida Building Code structural requirements excluding the
"High Velocify Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. nchor embedment to base material shall be beyond wall dressing
or stucco.
3 When used in areas requiring wind borne debris protection, this prod ct is required to be protected wifh an impact resistant covering that
complies with Section 1609.1.2 of the Florida Building Code.
4. Site conditions that deviate from the details of drawing FL-11720.1 require further engineering analysis by a licensed engineer or
registered architect.
5. For 2X stud construction, anchoring of the assemblies shall be as sh wn for 2X buck masonry construction.
6. See drawing FL-11720.1 for size and design pressure limitations.
Supporting Documenfs:
1. Test Report Mo. Test Standard Testinq Laboratorv Siqned by
ATI 97028.02-501-47 AAMA/WDMA/CSA 101/I.S.2/A440-0 Architectural Testing, Inc. Lynn George
2. Drawinq IVo. Prepared by Siqned &Sealed bv
No. FL-11720 1 RW Building Consultants, Inc. (CA#981 ) Lyndon F. Schmidt, P.E.
3. Caiculations Prepared bv Signed &Sealed bv
Product Anchoring RW Building Consultants, Inc. (CA#981 ) Lyndon F. Schmidt,P E.
Buck Anchoring RW Building Consultants, Inc. (CA#981 ) Lyndon F. Schmidt, P.E.
4. Qualitv Assurance
Certificate of Participation issued by Architectural Testing, Inc., certi ing that Associated Materials Inc. is '
manufacturing products within a quality assurance program that comp ies with ISO/IEC 17020 and Guide 53.
� 1
'=%�-��
Lyndon F.Schmidt,P.E.
FL PE No.43409
3/6/2014
PF 1273 Sheet 1 0 1
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CUYAHOGA FALLS, OH 44223 � �P '
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GENtRAL NOTES i/ �
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1. This product has been eva�uated and is in compliance with the 2007/2010 s, w ,'
Florida Building Code(FBC)structural requirements excluding the"High � � i'
Velacity Hurricane Zone"(HVHZ). ///
� o �
2. Proc�ucfi pn h r
i � `
embedment to base material shall be beyond wall dressing or stucco. _ �J_
3. When used in areas requiring wind bome debris protection this producfi is a
req�ir�d to be protected with an impact resistant coverina that com lies " "`'`" "' ' • - -_ -
p -.-.;:--..--;- ..................._ ......_........._..............,,__ •
.. .. _ ...:. .......__. o
, _.._.,_..=.._.:.....:::.:........:.. .-:::,:..._.:-:._
.. : _:�.V.ERa!t..:..; ._:;�.?V��2A'EC .: , OVERAE.«--t:;.;:;.:..:�:;�;:-::.::'`;::`.,;:=;:.i:'��,....'T% TSASH: .,. _ , : .. .,. .. . -
with Section 1609.1.2 of tha FBC. Gta;ss ,�to of p������R�sSUR�(PsF� �W�
FRAME.- '':::: . D L O,::, , :. • D E O 4EI,'dPURCfMENi� �N_
�r�tenrsrar�.;:. �rciP�• ;(sc�rr�aM1 TYE'E 1.�7�KS REQUIREA P05lFlVE �I��Ai"lU,,� o��
4. �or 2x stud framin g construction,anchoiin g of these uniTS shall be the same � � � ' ' ' ' N�o
as thafi shown for 2x buck masonry construction. s2.00��x 96.00' d6.05^x 43.6T a�.os°x aa.�2�� �� 2 YES +20.0 -20.0 0��
�
5. Site conditions that deviate from the details of ihis dravring require furfher 52.00��x s2.00^ a6.os'x 26.67�� a�.os��x 2�.�r� �� 2 YES +35.0 -35.0 �°�
engineering analysis by a licensed engineer or registered archifiect. as.00°X sa.00�� a2.os"x��.sr� aa.os•x ss.�2° c� 2 Y�S } °�<
30.0 -30.� ���
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\
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44.00"x d0.00" 38.05"x 25.b7" 34.05"x 2G.7t' G7 2 PtQ �25.0 -25.� ��c
1 Typical elevafions,design press�ures&general notes - - aar 1;��;
2 Horizontalcrosssection
3b.00"x 78.Q0" 30.05"x 34.67" 31.Q5"x 35.77' G7 2 y[g ���r�p _4r�� sa�; N '
3 Vertical cross sections p��, �Y,
A Buck and frame anchorfng t36.04">;77.00" 30.p5"x 31.d7" 31.05'`x 32.72"- - Gi - 2 YES +50.d -50.A y cHK, ar: I
5 8iil of materials,components ond glazing detail ' .- ----- - - - " - ,
DRAIStMC NO,:
36.00"x d0A0" 30.QS"x 25.67" 31.05"x 26.72" Gl 2 NQ .����,O _�Q,(� FL-11 i III
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Q 2. Anchors Iqcated above the meetin;7 (1�l HfJRIZOMLQI CRpS$SEC71C1V `-=' � ;
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s v° "x o �" A PRODUCT: Documente Preparad By. ,
� �.�. z � � � � G�7 BUILDING CONSULTMfTS, INC. • r
� � � ,°-�, "' 4 09/73/11 UPDA7E0 FOft 2090 FBC JK OOUB� NUNG Vt9N00V1 J1.�P•o. eox 23o vao-�co FL. 33595
IG� ; c-, \ 3 12 8/70 REVISED FRAME SIZES D.P. LFS anana No.: 813.659.9197
n �i '� ��:� 9 0.; 1R �n aur.Nna rnaacr.rinti .ue onor nn eeeruoi v. flor(da Board of Pro(easional Enofnears
m i
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OPENING OPEMING /j/ ._ OPENING ��� �">
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BlJCK,4NCHORtF3C� F����S�FyM�N��Jy� TRACK FRAry9�ANCNt?RItdG 7RACK ��g
(2 X Buc k) {1 X[i u c k,D i r e c t t o t v l a s o n ry,S t e a!S t u d J 4 c
CONCRETE ANCH�R NC>TES: `'��'y c
1.Substitvtinn of equal cancrete anchors from o differen'r supplier may have Gifferenf edge o"t
distance and cen#er disfcrr�ce reqvirc;n�ents. ��<
2.Concre��anchariocafians at the comers may be adjusted to maintain fhe min,edc�e "°�
distonce to mortarjoints.lf concrete anchorlacafions noted as"MAX.�N CENTER"musi be �4 a
adjusfed to rr�in#ain fhe min.edge d+stance ta rnartarjoinfs,addittonat concr�te anchors �
may be recyvired ta ensure the"MAX.ON CeidTER"dimensipris ore not exceectad. �^�
�. ConcrePe c�nchor fabie: w r�o
,,.,.,.,........;,..................................... .........................,.,.,,.._.............................,.... ., ...: ..._ ..... . ................
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:.
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l �WG BY:
STYb� ����".� ���t�v: �_�72o s�n CHK.HY:
1
URANING N0.
E�cta �/�„ �,���., i�. �o, Fz-7�;
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Bf Lt OF AdAiERLALS
' ltFM N DESCRfPT/0N MATERIAL 1.6T' �°�'—1.35��—>-I 1.44"—
A 1XBUCKSG>=0.55 WOOD �-- I —{� � � ;
B 2X BUCK SG>=0.55 WOOD 0 � ° � I ?�� �
C 1/4"MAX.SHIM SPACE �"� 4
D 1/4"X 2-3/4"PFH ELCO OR IiW CONCRETE SCREW STEEL � � O.OT' � _I �o� `
E MA50NRY-3,192 PSI MIN.CONCREfE CONFORMING TO ACI - "' N'" d
CONCREfE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 � 0.07" ^ O.OT' m � N m a
F 1/4"X 2-3/4"P F H f TW C O N C R E T E S C R E W S T E E L � ' o ? o z �
G #lOx2"PFHWS STEEL °m ` �
6 J� O C
H 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL ���T ~ a 'm d a a�
NA�JDlE RAIL SASN SflLE KEEPEP.RAIE � �
K #10 PFH SELF-DRILLING SMS STEEL 6�---- 1 S 4�-- _
X S T E E L STUD Min.Thk.0 33" (ASTM A653 GRADE 33 F y=33 Ksi Min,Fu=45 K si Mi n) S T E E L E � LL
1 EXTRUDED VINYL SILL"` RIGID PVC o
0
2 EXTRUDED VINYL HEAD&�JAMB' RIGID PVC
1 a2"-- �
3 CXTRUDED VINYL LOCK RAIL• RIGID PVC �21. 0.89" I
4 EXTRUDED VINYL KEEPER RAIL° RIGID PVC �-°—�•a9"� r �,
5 EXfRUDED VINYL GLAZING BEAD* R1GID PVC � � o 0
6 EXTRUDED VINYL HANDLE RAIL'" RIGIU PVC w o.OT' � _ � °z_
7 IXTRUDED VINYL SASH STOP* RIGID PVC ° - 5 GE,4ziNG EE.4D �
8 SASH STIIE AND RAIL REINfORCEMENT STEEL ' " °? — �
9 LOCK RAIL REINFORCEMENT 0.06" s �
STEEL
11 GLAZING TAPE(1/16"X 3/8") - �"0.88"�`'� �� m `
12 STE[LINTERCEPTSPACER STEEL 1 I 1—L � o c
13 GLAZING•SHIM1/8"THICK BUn� LOCKRA7! � � 0.05'--+ � o ° `
14 MEfAL BUTfON CAM LOCK(ASHLAND) _ a� � ' SA H STUP o � �
16 PIVOTfRUE PIVOT BAR STEEL —� '��
9 tOCK RAii
0.06" REinforcemeni
•�-IE APPROVED WHRE RIGID PVC EXTERIOR EXTRUSIONS FOk WINDOWS ARE TO BE PRODUCED BY EXfRUDEP.S
LICENSEES IN"A,4MA CER71FlCAilON PROGRAMS FOR RIGID PVC IXTRUSIONS". I
t-�—0.8T'�
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U p
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3.59" — - 3.59" I �$Q
o Q
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GL4SS BI3E 13/15"GLASS THICKNESS �°w°c
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2 �! GLIZING DElilfl
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' �';��o-=;,%;'j�� �"'�'� FL# F 12078-R3
�;f,. ,z:�;.:.�...__.�__:�%3
Application Type R vision
Code Version 2 10
A lication Status
PP
A r v
p o ed
Comments
Archived
Product Manufacturer A sociated Materials Inc.
Address/Phone/Email 3 73 State Road
C yahoga Falls,OH 44223
( 30)922-z108
m ernbaugh@alside.com
Authorized Signature Vi ian Wright
ri kw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emafl
Category W ndows
Subcategory M Ilions
Compliance Method E luation Report from a Florida Registered Architect or a Licensed
FI rida Professional Engineer
x� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Ly don F.Schmidt,P.E.
the Evaluation Report
Florida License PE 43409
Quality AssuranCe Entity Ar hitectural Testing,Inc.
Quality Assurance Contrect Expiration Date 12 31/2014
Validated By Ry n]. King,P.E.
;� Validation Checklist-Hardcopy Received
CertiFcate of Independence FL 2078 R3 COI CERTIFICATE OF INDEPENDENCE. df
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
CertiFed By
Sections from the Code
17 5.5.5
Product Approval Method M thod 2 Option B
Date Submitted 09 OS/2013
Date Validated 09 05/2013
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pa =wGEVXQwtDquJEQf8P6a6F... 12/30/2013
Florida Building Code Online Page 2 of 3
Date Pending F8C Approval 0 /11/2013
Date Approved , 1 f18(2013
Summar of Products
FL# Model,Number or Name Description
12078.1 a.3100 Structurel 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 Iristructions
Approved for use in HVHZ:No FL12078 R3 II INST 12078.1.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 ulled FL12078 R3 AE EVAL 12078.1.odf
window size. Refer to EVAL 12078.1 and INST 12078. for Created by Independent Third Party: Yes �
Mullion Design Pressure Ratings,any additional use
limitations, installation instructions and product partic lars.
12078.2 b. 3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post(at Sill)and the Buli Nose
(at head)Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R3 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:Muliion Design Pressure varies according to m Iled FL12078 R3 AE EVAL 12078.2.odf
window size. Refer to EVAL 12078.2 and INST 12078. for Created by Independent Third Party: Yes
Muilion Design Pressure Ratings,any additional use
limitations,fnstallation instructions and product partic lars.
12078.3 c.3100 Structurel Trensom ullion Extruded Aluminum Clipped Mullion for use on Masonry or
Wood Openings utilizing the Goal Post(at head and sill)
Style Mounting Bracket
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R3 II INST 12078.3.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 m Iled FL12078 R3 AE EVAL 12078.3.odf
window size.Refer to EVAL 12078.3 and INST 12078. for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product partic lars.
12078.4 d.3100 Structurel Trensom 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 HVHZ:No FL12078 R3 II INST 12078.4.�df
Approved for use outside HVH2: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 m Iled FL12078 R3 AE EVAL 12078.4.odf
window size. Refer to EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product particu ars.
12076.5 e."i"Series Structurel Mullion Extruded Aluminum Cllpped Mullion for use on Wood and
Masonry Openings utilizing the Goal Post(at Head and Sill)
Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R3 II INST 12078.S.qdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by IndependentThird Party: Yes
Design Pressure:N/A Evaluation Reports
Other: Mullion Design Pressure varies according to m Iled FL12078 R3 AE EVAL 12078.5.odf
window size.Refer to EVAL 12078.5 and INST 1Z078.5 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product particu ars.
12078.6 f. "i"Series Structural Transo Extruded Aluminum Clipped Mullion for use on Wood and
Mullion Masonry Openings utilizing the Goal Post Style Mounting
Brackets
Limits of Use Installation Instructions
, Approved for use in HVHZ:No FL12078 R3 II INST 12078.6.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par m=wGEVXQwtDquJEQf8P6a6F... 12/30/2013
Florida Building Code Online Page 3 of 3
Design Pressure: N/A Evaluation Reports
Other:Mullion Design Pressure varies according to ulled FLiz078 R3 AE EVAL 12078 6�df
window size.Refer to EVAL 12078.6 and INST 12078 6 for Created bv IndenendenE Th7rd va.tv:vas
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product parti ulars.
12078.7 g. "C-Class"Series Structur I Clipped Steel 2.0",2.25"and 2.5"Bar Mullion for use on
Mullion Wood and Masonry Openfngs •
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R3 II Inst 12078 7 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 ulled FL12078 R3 AE EVAL 12078 7 odF
window size. Refer to EVAL 12076.7 and INST 12078. for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations, installation instructions and product parti ulars.
Back tdext
Con[ac[Us::1940 North Monro Street Tallahas ee FL 32399 Phone:B50-487-1824
The State of Florida Is an AA/EEO em0loyer.Co ri h 20 7-2 ta e of Flori ::Privacv Statement r AccessibitiN Statement Refund Statement
Under Florida law,email addresses are public records.If you do no want your e-mail address released in response to a public-records request,do no[send
electronic mail[o this entity Instead,wnWCt[he o�ce by phone or y traditional mail.If you have any questions,please conWCt 850.487.1395.•Pursuant to
Section 455.275(1),Florida S[a[utes,effective October 1,2012,licens es Ilcensed under Chapter 455,F.S.must provtde the Departmen[w(th an email address if
they have one.The emails provided may be used for official commun ation with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an emai address which can be made available to the public.To determine If you are a Iicensee under
Chapter 455,F.S.,please click here
Pro uct Approval Accepts:
'°�..' � e:h�V �
�C[u C i t V h t]:I'!1 f t;+'
r.r�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par =wGEVXQwtDquJEQf8P6a6F... 12/30/2013
° � � R W. � • R W Buiiding onsultants, Inc.
B Consulting and Engineering S�rvices for the Building Industry
� P.O.BoX 236 VaJrico,FL iS95 Pltone St3.G54,4797
Florida Eioard ofProfessional Enbineeis Cenificaie ofAinhorization No.9$13
� t / � i
' tt e l �
I �'
Praduct Sub Category Manufacturer Product Name
Category
Associated Materials,Inc. � 310o Structural Muilion
Windaw Mutttans 3773 State Raad
Cvyahoga Fatls,OH 44223
Phone 330.922.5350
Scope: This is a Product Evaluation report issued by R W Buildin Consultants,Inc.and Lyndon F,Schmidt,P.E.(System ID#
1998)for Associated Materials,Inc.based on Rule Chapt r No.9N-3,Method 28 af the State of Florida Product Approval,
Department af Cammunity Affairs-Ftorida Building Commi sion.
RW Building Gonsultants and Lyndan F.Schmidt,P.E.do not have nar will acquire financia!interest in the company
manufacfuring or distributing#he product or in any other e tity invalved in fhe approvat process of the product named
herein.
Limftationsr
1. This product has been evaluated and is in compliance with the 2Q07 2Q10 Florida Building Code(FBC)excluding the"High Velocity
Fiurricane Zone".
2. Waod bucks by others,must be anchored properly to transfer loads to#he structure and be reviewed by the building officiai.
3. Mullion anchar embedment to base material shal!be beyond wait dres ing or stucco.
4. When used in arEas requiring wind borne debris protection,this produ i does not require protection with an impact resistant covering
wtren used in Wind Zones 1,2 and 3 as defined by ASTM E 1996;in ind Zone 4 as defined by AS7M E 1996,this product must be
pratected with an impact resistant covering complying with Section 16 9.1.2 of the FBC.
5. Separate praduct approvals far each glazing product used with th se rrrutlions must be submitted atang with this muliion product
approval.
6. Anchoring of each glazing product ta the muAian shaEl6e as shawn in ach individual glazing product approval.
7. Any conditions not covered in this evaluation are subject to separate e gineering evaluation.
8. Mullion design pressure rating,see load rating table sheets 2 and 3 of rawing FL-12078.1.
9. The design pressure rating af the assembty shall be tFie lesser of the 1 ad capacity of the mullion as determined using fhis approval or
the design pressure rating of the individual glazing products used.
10.Bounding bax dimensions for geometric shapes musf be equai to or Ie s than the rectangular d9mensions shown herein.
11.See drawing FL-12078.1 for size and design pressure limitations.
Suppartinq Documenfs:
1..Drawinq No. Prepared by Sipned&Sealed bY
No.F1-12478.1 RW Building Cansuttants,I�c.{CA#981 Lyndon F.Schmidt,P.E.
2. Calculations Preaared bv Siqned&Sealed bX
MullionlAncharing RW Building Consultanfs,{nc.{CA#9813 �yndon F.Schmidt,P.E.
3. Qualitv Assurance /
Certificate of Parficipation issued 6y Architecturat Testing,Inc.,certifyin that Assaciated Maferials,Inc.is J���� _
manufacturing praducts within a quality assurance program that compli s with ISO/IEC 17020 and Guide 53. G
Lyndon F.Scfimidt,P.E.
Fl.PE No.A3409
9/5/2Qt3
PF 13d9 Sheet 1 af
.., A�SC3�IATED MATE�IALS `,g},
v e :�
.�" F` � -^'��'•';`,:' t �d f' f3 2 F C: E k 'F E D � �� -`��*
3773 STATE ROAD �-'�p � `
CUYAHOGA FALLS,OH 44223 MAX. COMBINED MAX, COM8INEQ ���_� W
}.Y Cf�
DtMEN5JaN t5 !48" DlMENStON tS i08" ��„ m� "
3100 STF3UC`�UFiAL MULLIC)N w�----I1--w2 w�—�---1�---w2 �, ��m a� E ,
I I I a q �o.�,��
� �
' so��Q �
y , da m�
GLAZING GIAZlNG Z GLAZING GLAZING ? � �� �
PRODUCT PRQDUGT a� PRODUCT PROQUC7 � �
�n $
MULUON GOAL POSTSTYLE BRACKET GL4ZfNG o 11
(AT HEAD AND SILL� PRODUCT
3�
GENERAL NOTES: � � �,�
1. THlS PROPUCT NAS BEEN EVALUATEp AND IS IN COM?LIANCE WIT7i 7HE 20Q7 & 2010 � � Q`�-`�
� FLQRtDA BUtLD1NG CODES (FSC} E?CCZCIDlN� 7HE Nl�aN VELOCtFY Nt1RRtCANE 20NE". -J ,��°z
2• WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPE:RLY TO TRANSFER LOADS 70 � ��
THE STF2UG'TURE AMD BE REVIEWED BY THE BUILDfNG pFFfC1AL. � �w�
� 3. MULLION ANCHOR EMBEDMENT TO 9ASE MATERfAL SWALL.8E BEYOND WALL DRESSINC � ��
�� OR STUCCQ. - � vc�
4. WHEN USED tN AREAS'REQUlR(NG WtNO 80RNE DEBRlS PRdTEGT10N, TNIS PRODUCT
� DOES NOT REQUIRE PRO7ECTlON W17H AN IMPAC7 RESIS7AN7 COVFJ2ING WHEN USED IN �� �
� WIND ZONES 7,,2 AND 3 AS DEFlNED,BY ASTM E 1996; W WIND ZONE 4 AS a�
t7H AtJ tt�iPAC7 R MAX. CQf.4$lNED a,
� REStSTANT COYERtAIG COMPIYtN� WITN SEC7lON t8Q9.t.2 OF THE FBC. DtMENStON t5 10&" DtMENStON 75 tQ8"
� 5. SEPARA7E PRODUCT APPROUALS FOft EACH GLAZING PRODUC7 USED WffH 7FIESE �yy 4Y2 �{ry�!� �y2� u�
c'� MULLIDNS MUST BE SUBMITfED ALpNG WRH 7HI5 MULIION PRODUCT APPROYAL ���� _~��� ! �
�� 6. ,0.NCt{ORlNG QF EACN GLAZ7NG PROOUCi_70 7NE MULL/ON SNALL 8E AS SHOWN tN
�v EACN tNDMDttrtt GlttZtNG PRODUCT APAR4YAt_.
� 7. ANY CONDIiIONS NOT COVEf2ED IN THIS EYALUATION ARE SURIEC7 TO SEPAFZ4TE
ENGINEERING EVALUATION.
8. MUl.LtON DESIGN PRESSUftE R477N�, SEE l.OAD RAT1tJG TABLE SHEETS 2 ANQ 3 pF GLAZING GLAZING GLAZlNG GZ.AZI(JG
� �ls o�aw�rrc. P�ooucr P�onucr � �nQ�ucr �ROOUCr Z
� 9. THE DESIGN PRESSUFE R411NG OF 7}iE ASSEMBLY SHALL BE TNE LESSER OF 7HE N i,`A„ o �
�, LOAD CAPACIIY OF THE MUI.LION AS DEfERMINED USING THIS APPROVA4 OR THE
r DESlGN PRESSURE R.4ANC OF THE IMDMOUAL GL4ZING PRODUCTS USED: GLAZING 6 11 �+ �
w t0. BOUNDIN� 80}C D!M£NSF4NS FOR GEOMETR�C SNAPES MU57 SE EQ{ittL 70 OR LESS F'ROCIUGT .,.�
°-�' THAN 7HE' RECTANGULAFt DIMENSiONS SHOWfJ HEREIN. j� �
�°�. GLAZING GL,4ZING � GIAZING GLAZING ; �
� SuPPORrtNG DoCUMEN7s & Et�DENCE PRODtJCT PRRDttCT � PRQDUC7 PRODUCF 5 =
o m
M t, i'HIS PRODUC7 HAS BEEN ENGINEERER �OCtOW(NG ACGEPTED ENGINEERiNG �
PR4CTICE CONFORMING TO TNE REQUIREMENT5 OF CHAF'TER 17 OF THE FBC. � �
o .
i i
� TYPiCAL MULLION CONFlGURATIOIVS �� °
�i; 7ABLE OF CON7ENTS °�`�2����� n
,{, SliEET QESCRtPTtON � �� �
° t 7YFtCAt ELEVATtONS& GEtJERAL NOTES �
owo.a�: p� m
°�^" 2 . RIULLION LOAD TABl.E FOR WO00 SGREW.4trfCHORS �wc.s�: 115 3
�' 3 MULLION LOAD TABLE FOR CONCREfE.SCREW.ANCHORS °FA`''Q'0 N0• �
a „
� 4 AlUL!!QN SEG7J4N AND ANCFtDRtN6 BEfAtLS �--�2��• � o
srt�r 1 or 4„�,_ �
�S.
cC
��t 3900 STRUCTUF2AL.MULLl4N LORD TABLE(PSFJ
TRfBUTpRY W(UTH
�Wi�� W,2-�--^� �� 28° 3Q" 32° 34" 36^ 38" qp�� qZ^ » �
! 76° 64.43 fia.62 5729 51.36 5i.77 49.dS. �• �� A8" 50" 5¢^ �4 0� �$
� '72" 76.25 71.78 67,87' Ed.43 d7.35 Q5.42 d3.65 42q0 40.48 39.08 36.57 �
� 70" 83.26 78.39 74.15 7D.4� �t.3� 58.� �.y$ �'�.� 5t,71
3 -`� �r
6i�Q 64.� 49.75 4�.93 46.24 43.26 v�'�'�°i� �'_
�8rc `�Y.i� $5.85 81.23 77 76 6i.�3 58.&� �.�8 54.33 . 523C ' ,Sfl.49 47 15 �g m`o z
¢c Gl.AZlNG GLAZING 65" 700.U8 9q.28 89.23 73.52 70.20 67.17 &5.40 6t84 59.d8 � 57.29' � �$.� r 3� � "'
a h PRODUCT PROpUCT �.7$ 80.76 77 t1 73.77 .70.7•1 67.89 57.s0 �o�; p;
� G4" 410.20 103.86 98.33 53.42 SS.gj 65.,(,^.9 6288 6Q.64 " 56.fi1 w>ri
� h 62" 120.00 114.78 1Q8.69 54.� $1.23 T7'.85 T4.73 z o'm Q� �
103.23 98.30 93.81 71.86 6�.2Q 66.�3
� 6�° T20.00 i20.00 12U.00 t14.44 �p6.95 1D3.95. 89.7i 82.61 73.6q �7.� m �'�=a� E
�.`�' ?9.32 76.38 ' g
58"` 99.39 .95.22 91.38 87.8A Bd.57 76.OG a S m o v Q v 4
� i20.66 f20,00 ' t20.Op' i20.00 120.00 1'15.56 8'1:53
5fi" t20.00 t24.04 32p.pQ 110.49 105.93 10Y_55 �J7.60 93.95 � cJp.,� g,t.,�
� 12A.OQ 120A6 120.00 120.00 118.05 112.fl4 °
� 54"� '720.0� 120A4 420.00 724.04 920.q4 YOB.Q3 tOS.53 99.88 g a ��a m� o
a 52" 12Q.00 120.00 ' 120.00 120.00 7�O.pQ i��0� I�.�D '120A0 120A0 2'QZ�
y '!_000 124.00 924.00 116.i8 111.34 100":88 98.96' .7 0_°_ �
�2 �0" 120.00 120.Q0 � '120.Op 720.00 720.40 �20.�. iZi}.06 120.06 t15.26 iQ6.12 E � LL$
48" 120,Op f26.00 1 0:06 12�.� �20.Q0 ��O.tlO i24.Q0 S2{l.qp 120.pp ' f20.60 1t5.q3 p
� � ��.QO 120.00 120.00 120.00 120.00 120.Op 120.40 120.�0 0
45" 12Q.4p 424.00 124.Otl 120.6p �20.66 i20.00 120.00 120.p0 120.00 120.00 120.04 120.Q0 1 O.QO.
� 44" 120.00 120.00 124.4Q 720.40 120.04 120.60
d2" 120.Q0 120.00 120.OD 120.00 120.00 120.00 �120.00 426.Q0 120.00 120.00 120.00 120.00 720.00
da" �2q.00 120.00 120.00 120.04 120.00 720.00 i20.60 120.60 120.00 12p.00 0 o�n
120.00 ;120.00 120.Q0 120.00 120,OQ
TRIBUTARY WIATH = w� f �2 �•• 120.00 120.40 i20.0i} 120.00 120.Op 120.Q0 ' 92tt.QD "t2f1:Q4' 126.00 12d.04 �`�
�6" 120.0Q 724.OQ 120.06 �2p.pp 120.00 Y20.00 120.Q0 120.OQ 120.00 �
2 '�Z�.dp i2a.a0 T20.00 120.00 . 120.00 120.00 12q,p 120:00 7 0.00 � m�
J4" '120,00 120.00 120.00 �120.00 i2Q.OQ �2p.pp
32" 120.00 120.00 120.00 _120,00 124.00' 120.40 . 12p.p0 120.00 i20.Op � ~a
12D.00 120.04 120.04 420.04 Y26.04 120.00 120.Op j o�
30" 120.00 Y20.00 120.00 120.00 120.00 12D.00 �2a.fl0 12Q.Op i20.00 t26.00 � m 's
� 2$"� ' �2a.�p ��fl.�a � �zo.00 120.OD 720.00 12Q.00 12Q_00 920.4U i2Q.Q6 t20.00 � N �
c�i
z6" i2Q.OQ 120.�0 t2Q.Op 220.q0 126.40 �72Q.60 �2i3.00 120.Otl 120.60 120.00 120.00 120.00 1 0.00 u o a �
�w����--"W2� 24" 120.00 120.00 120.00 72Q.00 720.40 120.4Q 120.tIQ i2Q.00 126.04 12iT.60 120.00 120.00 120.00 0� � ��
IN�TRtiC7t0iJS FOR tiSE aF TH 6�t+7 i taN t� TAB(� a n
�mY' 7. DE7ERM1i�lE THf DESI�N LOAO REQUtREMENT FOR 7HE PARTICULAR OPENING AS � �
° ROpUCT CtAZ7NG ?� SPE'CtFtED BY THE 8U1tD1N�, LiEStGNER (ARCHfTECT OR ENGINEER OR RECORD},
FR4DUCT a� �m
� �r, 2. FOR 7HE PAR7tCUtRR OFENtNG, DETERt,{�NE 'n.{�" 7f�i8i/TARY WiDTi-7 AND MULLfON
GLAZING z �t SPAN. REFERENCE 7yE SKEfCHES OM 7M(S SNEET FOR MUtL1QN SPAN ANp
PRC)DUCT q 7Ri8UTARY WfOiN DETERMINATION.
� �� 3. 1ht TNE FfRST COLUMN OF THE TABI,E, LOCATE TNE MULUON SPAN. !N 7FlE FlRS7 ROW 4F THE
FABtE, ZOCqTE TyE 7'�)��/�p}7}WtOTt-C AT THE IMIERSECTfON OF TyE ROW CONTAlNlNG THE
� A NG GIVEN IN SF.NETHELMULLION�OADNRA NG MUST BE QVAt� p R REq7'�ft 7�N TyE � z
� DES16N LOAD REQUtREMENI' DEiERMINED IN STEp 1 ABOVE. �
4 N
� N (�j
K
q ��O �_� p Ct
MW
�4
a Q
� y
� � O _,�_....�--1-"""FOR ANC}tORtiVG GLiZIN�, FRODUCTS 7p 17iE MUtLI01J, ANCHOR S2E AND SPACING SHALL 6E AS SPECfF/ED tN ONE OF � I
'� 7NE FQLLpWtN6: �
t� p� <
1, SUBSTffUTE (1 FpR �) ��4°_14 SFJ�F-DRILLING SCREWS FQR ThlE FASTEMERS SHOWM !N Ty� �� '
g � � 1ND1Vtpt1,4t, GtAZjNG PRODUCT APPRQUAG. �
� 'z° n°
'° 2. 5UBSTITUTE�8-}g pqN}�Eqp SELF-DR!lUNG SCREWS FpR 'f(�E fiAST[NERS SNpWN IN TNE
'Y tNDIVIDUAL GLAZ�NG PRODUCT APPROVAL. MA)Q1yUh! fAS7'ENER SPAClNG Af_LOWFD 7S 6"FROM E4CN �:t2/NT'SO$ °
� END ANO AT 15" p,C, bt4?f, SAACIN�.
a 4WG 8Y: (�yf$ p
NOTE; A MINIMUM OF 3 iNREAQS OF TyE SELF-OR7t1.ING SCREWS MUST FRQTRUpE THRpU�H 7}�� WALL QF THf
MULLtON. 'fHIS SEC71aN VIC•W IS SHOWN FOR II.LUST12A71VE PURPOSES; 07FlER FRqk}E SECRQNS OF FLORtDA APPRpyEp ���� ZFS �
'o �ECTlON 7HRU MU�tnN R �pdA1C DR4N7NC NO.: �
k WlNDOWS $Y ALSfdE W1NpOtyS CqN 8E USED iN THfS FASHION.
a FL-12078.9 o
sntFr o ur 4 N
' - �*
� 3100 STRUCTURAL M.ULLION LOAD TABLE(PSF)
I-4Y1--II--DY2---I � TRIBUTARYWlOTH
I �� � •- za^ so�� a2„ �.� �„ 38.. �,. 4z.. yy,. ,�,. �.. �:. y;.. � o �
� „
76" 64.43 60.62 5729 54.36 51.77 49.45 4�.35 45.42 43.65 4200 40.48 39.06 36.51 ti.^� _�� �
72" 76.25 71.78 67,B7 64.43 61.39 58.64 56.14 53.83 5'1.7'1 49;75 47.93 A6.24 43.20 = m °m
Q� GLAZfNG GLAZING 70" 83.26 78.39 74.15 70.41 67.'10 6A.08 61.33 58.81 56.48 54.33 �5234 - 50.49 47.15 �a a z°� Z
y n PRODUCT PRODUCi 68'• 91.15 85.85 �81:23 77.16 73.52 70.20 87 17 64.4Q 61.84 59.q8 57.29 55.26 '51.60 �t n=��' w
6G" 100.08 94.28 8923 84.78 80.76 �71 73.T/ l0.71 67.89 65.29 6288 60.64 .56.61 N>n ^° a
O n 64" '108.62 103.44 98.33 �J3.42 88.97 84.92 61.23 77.65 74.73 71.88 69.ZD 66.T3 6228 p,°�m o z S
�� 62" 113.14 107.85 103.2i 99,10 9525 91.69 88:38 85.3� 82.44 i9.32 i6.38 73.CrI 68.77 m �}o a`� t
� 60" 118.OG 112.f4 107.85 103.44 99.39 95.64 9216 88.93 85.9'I 83.'10 80.46 i7.98 i3.46 8 ?m m°��
58" 120.00 117.6:? 112.77 108.'i2 103_63 99.88 96.21 92.81 '89.63 86:67 63.90 81:30 �76.55 °oa 9 ` ° �
� ,oL� °
56" 120.00 � '120.� 1'18.06 713.'14 708.62 104.44 100.57 96.98 93.G4 90.51 &7.59 84.86 79.87 a` �a o
Q 54^ 120.00 �20.00 120.OQ 118.57 113.72 iQ9.36 '105.27 101.48 9J.95 94.66 91.58 88.69 -63.44 � '� �
4 �'C
N 52" 120.00 120.00 120.00 120.00 119.36 114.68 110.35 106.34 '10261 99.13 95.88 9264 87.29 V � 4�
2 50" 120.00 120.00 120.00 � �20.00 120.OD 120.00 1�5.8u 111.61� 107.� �03.98 100.54 97.32 - 91.47
� 48" 120.00 120.00 120.00 ' 120.00 120.00 120.00 120.00 117.33 113.14 109.24 105.60 102'19 95.00 0
j 46" •120.00 120.00 120.00 120.00 120.00 1^<0.00 120.00 ' 120.00 9'19.13 114.�J8 111.12 107.50 '100:94
g 44" 120.00 120.00 120,00 120,00 120.00 120.00 120.W 120.00 �2D.00 120.00 11715 1'13.31 106,34 y
W7 t W2 42�� 120.00 120.a0 120.00 ' 120.00 'I20.00 '120.00 120.00 120.OU "120.00 120.00 �20.00 '119,69 �1227 o po
TRIBUTARY WIDTH = q0^ 12p.p0 720,p0 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 �20.00 120.00 1'18.80 "
'1 � WU
38" 120.00 120.00 �20.00 120.00 120.00 120.00 120.00 120,00 120.00 120.0� 12Q00 '120.00 '120,00 � ��
36" 120:00 120.00' 120.00 120.00 120,00 120.O�J �20.00 120.OD 12D.00� 12U.00 120.00 � 120.00 120.00 F.3
34" 120.00 120.00 120.00 120.00 120.�0 t20.00 120.00 120.00 120.00 520.00 120.00 120,00 120.00 � � g�
32" 12D.W 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 '120.00 v � o v�i
30" 120.00 120.00 120.00 120.00 120.00 120.Op 120.00 120.00 120.00' 120.00, 12D.00 120.00 720.00 �'
�
„w
28" 120:00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00 120,C�0 � < oK
26" 120.00 120.00 120.00 120.00 '120.00 •120.00 �20.00 120.00 120.00 9z0,00 920.00 '120.00' 1i0.00 v o � �v
° �O
� I� � 24" 12D.Q0 12D.00 120.00 �2D.OD 120.00 120:OD 120.00 120.0� 120.00 120.00 120.00 120.00 120.00 0 °- �
W 1- W2 0,.� �
INSTRUCTiONS FOR USE OF THE MUI I ION LAAD TABL • a a
� i. DEfERM1NE THE DESIGN LOAD REQUIREMENT FOR 7HE PARTICULAR OPEfJING AS �m
m SPECIFIEO BY THE BUILDtNG DESIGNER (ARCNITEC7 OR ENGINEER OR RECORO).
N GIAZfNG GLAZfNG �c 2. FOR T1-IE FARTICULAR OPENING, DETERMINE THE iR(BU7qRY WIDTH AND MULLION
� PRODUCT PRQDUCT �^ SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AMD
G GLAZING - p TRIBUTARY WIDTH DE(ERMfNA710N.
� PROOUCT � 3. ItV THE FIRST COLUMN OF TNE TABLE, LOCATE THE MULLION SPAN. IN THE FlRST ROW OF THE
^ �� TABLE, LOCATE THE TRIBUTARY WfD7H. AT 7HE 1NTERSECTION OF 7HE ROW CONTqINING 7HE m �
� MULLION SPAN AND THE COLUMN CONTAfNING THE TRIBUTARY WlD7N, READ 7HE MULLION LOAD `` o
.� � RATING GNEN IN PSF. THE MULLION LOAD RA71NG MUST 8E EQUAL TO OR GREATER THAN THE ° �
� DESIGN LOAD REQUIREMEM DETERMINED IN STEP 1 ABOVE. c°.i �
0
V - �O �
�. �j
p O� O ¢
� � z
m
� FOR AIJCHOR(NG GIAZING PRODUCTS TO THE MULLIOfJ, ANCHOR SfZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF 'w =
S � ��- THE FOLLOWING: o Q F
,�O j
u
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