HomeMy WebLinkAbout17-18573 „. � - � CITY OF ZEPHYRHILLS
� 5335-8TH STREET
(813)780-0020 18573
BUILDING PERMIT
PERMlT INFORMATIOfd � LOCATION INFORMATION �
Permit Number: 18573 Address: 39772 MEADOWOOD LP
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: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-0040
Improv. Cost: 5,358.00 OWNER INFORMATION
Date Issued: 6/16/2017 Name: JONES, JR RANCE & PAMELA
' Total Fees: 97.50 Address: 39772 MEADWOOOD LP
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/16/2017 Phone: (813)476-1862
Work Desc: REPLACE PATIO SLIDER & 4 WINDOWS S/S
CONTRACTOR S APPLICATION FEES
WINDOW WORLD OF TAMPA BAY LLC BUILDING FEE 97.50
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Ins ections R i e
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement.”
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
- OCCUPANCY BEFORE C.O.
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,/%O �'� SIGN E PERMIT OFFI R
,' ;�, / ERMIT EXPIRES IN 6 MONTHS WITHOUT,APPROVED INSPECTYON
� � CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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I:LOIIIUP
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �'���o� /���'��� ��
Date Received: � "� ����
Site: � % ��� �����`�'yY`"
Permit Type: � ,e �iG�� �i���
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�����
— Date Contractor and/or Homeowner
kA C��h �.` t��r-- ���n nev- (Required when comments are present)
_ � e�a-�aaoozo City of Zephyrhills Permit Applicatiori � ��F�-a�aasaoo2�
' Building Departrnent \
Date Received
Phone Contact for Pertnitti /. �27 — (�jC�7 Z.
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Owners Name (�'� _/F/R�[J�-�j e one Number ''r�/(�� � .�'iz
Owners Address � � JQ� L p Owner Phone Number ��"' ���� C�'�
Fee Simple TiGehoider Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS .3 y�Z.. G��`�:� JiJrJs4 �Q � �� ,�s�� Z LOT# �
SUBDIVISION � , {� , � `� PARCEL ID# --Z/—Q Q—�
(OBTAINED FROM PROPERTI'TAX NOTIC�
WORK PROPOSED � NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER '
TYPE OF CONSTRUCTION � BLOCK Q FRAME 0 STEEL Q
L S�IA�.✓s� (}Y.0 LY��2. '—%Z.3�3.•%}�
DESCRIPTION OF WORK y'� lf"�/�+ `/ ' . /,v• — , . �� �
BUILDING SIZE S�FOOTAGE� HEIGHT
��UILDING $ �-�Sr�^/ VALUATION OF TOTAL CONSTRUCTION
Li
QELECTRICAL $ AMP SERVICE Q PROGRES$„E��Y Q W.R.E.C.
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QPLUMBING $ � � ✓/ j '
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QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
1 �
QGAS Q ROOFING Q SPECIALIY � OTHER � � ���
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO '� ���
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BUILDER /. �/ COMPANY dr/izJ,,:� 1//�
SIGNATURE �cis�a� Y/ N �cur� Y/N
Address License# �CC / f s��
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N F�curtrt�N Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGI57ERED Y/ N F�curtrt�N Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N �cuw�N Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y! N �cu� Y/N
Address License#
I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Pertnit for new construction,
I Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary FaciliGes 8 7 dumpster;Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new consWction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormvrater Plans w/Sitt Fence installed,
Sanitary Facili6es&t dumpster.Site Work Pertnit for all new projects.AII commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERIY SURVEY required for all NEW construction.
Directions:•
Fill out applica6on completely.
Owner&Contractor sign back of applicabon,notarized
If over a2500,a Notice of Commencement is required. (A/C upgrades over 57500)
" Agent(for the contrador)or Power of Attomey(far the owner)would be sameone with notarized letter from owner authorrzing same
OVER THE COUNTER PERMIll1NG (copy of contract required)
Reroofs if shingtes Sewers Service Upgrades A/C Fences(PIoUSurvey/Faotage)
Driveways-Not over Counter if on public roadways..needs ROW
Generalized Building Schematic
13-26-21-0140-00000-0040
Card: 001
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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 responsibitity for compiiance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. if the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Buiiding Inspection Divisior�Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. if you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buiidings, as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valua6on 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—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Af(airs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a pertnit 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 pertormed 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 govemment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, '
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly pertnitted.
, - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume°will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
, construction,I certiTy that fill will be used only to fill the area within the stem wall.
- If fiIl material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
' the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
' plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authoriiy to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonsVate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMAAENCEMENT.
FLORIDA JURAT(F.S.117.03) .�7
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OWNER OR AGENT CONTRACTOR �:�"-e''//
I Subscribed and swam to(or affirmed)before me this Subs ribed and swom to r affirtned)b fore me is
� by by �r _.0 �'Lr�tJ OG
Who is/are personally known to me ar has/have produced Who i are on ty nown to or haslhave produced
as idenbfication. � �� / ' s identification.
Notary Public �� Nota Public
Commission No. Com iss ';R,� v ' 22
:�. :;<: Ex ires December 12,2018
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Name of Notary typed,printed or stamped Name ota typ �p �1ted o d
� i isiiii iiiii iiiii iiiii iiiii oiiii iioii iiiii iie�i ti►ii�ii►�i�� �
2017076286 �
PermitNumber DSP�010053�2 Rec: 10.00
Property ID Number �T����� .p��q n- ��p o��_ C���1�� IT: 0.00 '
05/23/2017 K. K. , Dpty Clerk I
6d � 7 A �� � �' � O �b9�6B9�`�f ��i�i'�� �'
� StafeofFlorida i,•���s;=• �:rz_s•-.t:,�i.r.�,- iri=,,.�r;� :�- ii.��.�., i� � ..�.. � =:i,.. -
County Of Q�S�� i
j .THE UNDERBIGNED hereby gives nofice that improvements will be rnade to certain real property,and in accordance with Section 713.13 of the ,
Florida.Stafutes,the following information is provided in this NOTICE OF COMMENCEMENi'.
1.Description of property(legal description):_ il.(�����L G`� � �� •�� �Cy•(G� (_� �- � I
a.)Street(job) Address: '3 Cj��,� ,���„ _f,1,a l �_����.��.�L��'�_ 33 s�Z
� 2.General description of improvements: Replacement Window Installa4ion. �
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; 3.Owner Information or Lessee formation if the Lessee contracted for the improvement: '
� a.)Name and address: ��l�� `� �'c��,�5 ���G77� �,�f �.w �ic c�c�l f%��� rl-� 1 L ��S��'�
b.)Name and address of fee simple titleholder(if different than Owner listed above).
c.)Interest in propetty: Owner •
4.Contractor lnformation •
� a.)Name and address: Joseph John Pogash 5910-B Breckenridge Pkwy.,'Tampa,FL 33610 •� '
b.)Telephone No.: (866)946-3189 Fax No.:(optional) ' -
S.Surety(if applicabi�,a copy of the payment bond is attached) PRULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER,
a.)Name and address: 05/23/2017 08:38am 1 of 1 ;
b.)Telephone No.: OR BK �543 P� ���� �
c.)Amount of Bond: $ , •
6.Lender
, a.)Name and Address •
_ b.)Telephone No.:
7.Person within tf�e State of Florida designated by Owner upon whom notices or other.�ocuments inay be served as�provided•by Secfion
713.13(1)(a)7.,Florida Statutes:
a.)Name and address:
b:)Telephone No: Fax No.:(optional) •
8.a.ln addition to himself or herself,owner designates of .
to receive a•copy of the.Lienor's Notice as provided in Secfion 713.13(1)(b),Florida Statutes. • � I
• b.)Telephone No.: Fax No.:(optional) I
9.Expiration date of notice•of commencement(fhe expirafion date may not be before the completion of consfruction and f nal payment to the
•confractor,but will be 1 year from the date of recording unless a different date is specified): •• �
• WARNING TO.OWNER:ANY PAYMENTS MADE BY�FHE OWNER AFTER THE EXP�IRATION Of THE�NOTICE OF.COMMEN�GEMENT ARE
• CONSIDERED IMPROPER P/�1YMENTS UNDER CHAPTER 713,PART 7,SECTfOt�713.13,FLORIDA STATUTES AND CAN RESULT IN YOUR
PAYfNG TWICE FOR IfNPROVEMENTS TO YOUR PROPERN.A NOTICE OF COMMENGENIENT MUST BE RECORDED AND POSTED ON
' THE{NSPECTION.IF YOU IhlTEND TO 0B7AIN F.IMANCIPIG,CONSUL'T YOUR LENDER�OR AN•ATTORNEY BEFORE COMMENGING WORK
OR RECORDING YOUR NOTIGE OF COMMENCEMENT. ' � •
Unde�p.enalty of p�rjury,I declare that I have read the foregoing nofice of commencement and•that the facts sYafed therein are true to the best of
m �kno ledg��c7 belief.
y'` ��" %�/ � _� �1 r '—fi-� ��r
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r g'na�u�re of Owner or Les es e or 0 e�s Lesse��s.(Authorized Offcer/DirectorlPartnedManager) (Print Name and Provide Signatory's Title/Ofnce)
r
The fo, oing instrument ackn led d before me this _� day of �{.,�� � 20•17
bY CNI`�`— / -� �i� r!�� �y r SS (type of authority,e.g,trustee,attomey in fact)
for ,as
(Name of Person) � (type of authority,e.g.trustee,attomey in fact)
for (name o pa on behalf of whom instrumeri�w s executed)
Personally Known 0 Produced lD XQ
Type of ID Drivers License - Notary Signat '�— � ' I
Print Name ,S �' /
:O~�"'U�;: MELISSA ANN TAGUE
�_� � MY COMMISSION�FF 983�7
*��o`� D(PIRES:A�ey22,2029
�"'e°��:°p` Bonded ThN No1azy Public Urtd�nvri�ts
- - - - �
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�,������' �� �`��TE Qr �LC�i�E�A, CQU6�lTY OF PASC�
� ° . A�,,��,
�- . =��,�� THIS IS T0 CERT{FY THAT THE FC�R�GOING IS A
� • �' �` ;,�� TRUE AND CORRECT COPY QF THE DOCUMEiJT
ON FILE OR 0�PUBLIC RECORD IN THIS OFFICE
� ` '� ' � , .�c WITNESS MY HAND AND OFFICIAL SEAL THIS
In God'1ve 7rust
� ' •,•"A',^, � �_DAY OF 2 O
� � PAULA S. O'NElL C�ERK& 011�PTROLL R
� ` , :� 1887 '� •� ' ' r_ -r
gy D�PU�Y CLE�2K
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_ �r��c�r�cu�A� Window and Sliding
%`__� ��L� Bay,LLC ��__�. Patio Door Contract
'S�� � ���"''"'�� Showroom 5910-B Breckenridge Prkwy.
FL Contractor's License#SCC131151663 Location: Tampa,FL 33610
1.866.WIND.189 866-946-3189
Name (J, �,1.�, h'�o,-n -5o n� e-n�ni�. Home Phone (�i 2 i �+�h-/K 6:.
Address �,cl��� ,c,c{�„�-.,�.�s l, Customer ID#: ;�,„�;�;t Work Phone /g��?�a r _64 SR
City/St/Zip .-,��.��.,���.� FL 2zc N1 Cell Phone
Windows O ta ions
Series Modei# �Half Screen $10 Ql�
Double Hung - �uP ro�ta u.i.> Fuil Screen $22
6000 DH WeldlWeld 0501HP $285 � Double Locks(>30"wide) $9 k,�
8000 DH WeIdlWeld 8401 $250 � Argon Gas $21 �d�
� 3000 DH Weld/Weld 3001 $200 j h�J(� $' Foam Insulation Wrap $12 ��5
6000&5000 Series DH>114 UT Add $35 �'if DP Rated Glass N/C INC.
Other Styles Model# Beige or Tan or Clay Vinyl Color $37
Picture Window $329 Wood Grain-Inside Surface $90
2 Lite Slider-(up To i�a u.�.) $329 Exterior Color w/Full Screen $175
2LiteSlider-(t�57o�3eu.i.) $389 `' Low-EEIiteGlass(App-.21) $65 Ql�
2 Lite Slider-(>isa u.i.) $479 Tempered Glass Per Sq Ft ONE Side $7.50 �
Casement/Awning $329 Obscure Glass Sq.Ft. $6
3 Lite Slider-(up To��a u.i.) $520 Tinted-Grey or Branze Sq.Ft. $6
3 Lite Slider-�tis 70�aa u.i.� $580 G,� Colonial/Contoured Grids $47 �7�,
3 Lite Siider-(>iaa u.i.� $670 Oriel/Cottage Style 60/40 $26
3100/6000 Serles Add $40 I
Specialty Windows
$
$
$ r Energy Star Pack-ESP $79 ��1
$ Additional Labor Charqes
' $ � Remove Window/Opening Prep $11 LT r
OWindow World continues to maintain the Good e Remove Steel Window $40
•c000
POO�E.EEPI� Housekeeping seal of approval,and all our f Additional Window Removal $50 ,
' windows are Gold label certified, ensuring � M�A r �l Installation-Standard $82 (.,s(,
ourwindow systems are of the highest quality. All of our �GOLD I Recess Opening $50 II
I windows have Double Strength Glass and DP rated gtass. ��aBe�� Size Jamb 8 Trim $50 �
PRE 1978 BUILT HOMES(Federal Lead Containment L W Install J-Channel $17
My Home Was Built In The Year (��7� Initials '�_�� � L,�' Concrete Cutout/Cutback $17 j,
I DOORS � �Install Custom Int/Ext Trim $40 ��
51 i Series Patio Door 5'-51 i5-6'8" $950 2nd Story Charge $10
f 51i Series Patio Door 6'-51i6-6'8" $1,011 J r i/ Install Exterior Capping $125
51 i Series Patio Door S'-51i8-6'S" $1,195 Bay Window Finish&Trim $300
',�, Low-E Elite Glass w/Argon Per Panei $90 J!{�> Header Flashing(Req.for Siding) $12
Grids-Patio Door Per Panel $60 Repair Sill OR Jamb Per Ft. $15
Beige-Patio Doors Per Panel $75 J SVuctural Mullion for mufti-unit $90 ry'(�
� Sliding Door Installation-Peraanel $60 � Replace Interior Marble Sill $110
$ Replace Exterior Concrete Sill $335
$ Install Pocket Door $S00
$ $
The buyer is responsible for: Window World agrees to install windows and doors You the buyer may cancel this
•securing,identifying,and completing all hioa and sub as noted above and on the attached order form and transaction at any time prior to
division rules,requirements,and applications. to perform other services as specified above for the mldnight of the thlfd busines5 day
•Removal and re-installation of any existing security price quoted on this form.No other promises, afte�the date of this t�ansaction.
system,burglar bars,A/C units,window coveririgs,and/or expressed or implied,are made except those
obstructionspriortoinstallation. Notice of cancellation must bein
expressed in writing on this agreement. writing postmarked no later than
Additional charges for removing items are atthe following midni ht of the followin third
rates:A/C Unit-550;Curtains/Blinds-525�ndow;Furniture- If Window World seeks legal counsel to enforce B g
510/Item;Shutters-$50 each. ,,(//� obligations under this contract,Customer agrees to business day. /�
INITIALS:���`.."� / Pay reasonable attorneys fees and costs. INITIALS � '�h.�
�
No extra work if not in writinq! Customer Agrees to the terms of payment as follows:
Total List Price $ (�L/(.,cj
Trip Charge and Administrative/Site Setup Fee$�00 � 100.00
Site Specific Engineering Fee$200 $
Fire Marshall Plan Review(St.Pete Only)$'125 $
$ ��th Permit+$�49Acquisition Fee $ a-��j
Total Amount $ i;�i�
CK# Custom Order Deposit 50°/ $ 1�j�f
Balance Paid to Installer upon Completion $ ��,h 7( �
WiNoow WoR�o� Amount Financed $ �
CARE��
Loan Approval#
-��a+^���-\ Round Up 8 Contribute to St.Jude$
VISA AME�/y M/C ISC# Exp.Date Sea Code
��� _�r.c���` �'.r<k,� r(�l�'7 ���f�--�'��4. -- �-- t�_ _ ' �/�(l%
Emp.# Estimator �� Date Owner �� � Date
Windvw WoAE o/7ampa Bay,lLC tl161a Winda.v Wo�id,Wodd of WiMw,s
,.,.w.._. .,a_�_� .._„_...._. ...�_. nw„P� narA
HT ta Highest Sill- �j j YR BLT- ��7�"✓' Wall Thickness- -!'j" ��
��
._ - �I�D��A�D PA�IO I�O�R �R�ER �OR:�
�� � � Window World of'i'ampa Bay-5910-B Breckenridge Pkwy- Tampa-FL-33620
,__._�..b ___--___�__�..___�___ ._— ��-----:�
i PO# ACGT# $5039 FAX DATE:
C i 4 �
�" ,� � �t:�*1��. Phone: �13 --�j'7,�/`�G.�.
Customer: "' Phone:
j ;�. � �� �'s i.�- /�c=�'�...� �c� Le%c i? .2�n�-�;-h;T i.ti �3`.Szt2,
� �_Tw��.r'',��__��� ; Address City Zip
-�� Estimatar: �;..-�. (`�;,'1'�t Phone: �',/"7, "�v'7"�.�`'t S�'
QTY MODEI VINYt WOGRN PAiNT MFGS7ZE WtNDOW HAND GtASS GtA55 OP IMP GRIDpPTtOHS OBSC 08SC TEMP TEMP INSIDH BOhI FULL ORIEI HDR �PE TYPE TYPE TYPE TYPE Repair ;
COLQR INT IXT WIDTH X HEIGHT NUMBEft MNGE OPTtON SIREGT}i RAT7NG GtASS STYLE PA7TERN FULL BOTT FUIt BQTT dHLY SIDES SCREE DtM FIASH EXfeC Tdt» RBtItOVe W9II Snst2l 4 enirn
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F'lorida Building Code Online Page 1 of 4
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BCIS Home � Log In � User Regis[2tion � HotTopits.� Submi[Surcharge � Stats&Fac[s � Publiwtions � FBC Staff ! BCIS Site Map ; Links j Search ;
Florida �
� ��; �I Product Approval
� � USER:Public User
:'�1�':a^.'i�L%+�r
Producc Aooroval Menu>Product or Aoolication Search>Aoolicatfon list>Application Detail
FL# FL11720-R15
� M f ,
Application Type Revision
Code Version 2014 ��� �/�/
Application Status Approved �oFvq°Nk�aq<<
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A7'I pN�BU/CD/O�FS �19p��,�l
Archivedts ❑ ry��2EpHYR��C�, �
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Product Manufacturer Associated Materiais Inc. OR�IN�
Address/Phone/Email 3773 State Road ��s'
Cuyahoga Falls,OH 44223
(330)922-2108
rickw@rwbldgconsulta nts.com
Authorized Signature Vivian Wright a
rickw@nvbidgconsultants.com /��vl��
Technical Representadve p��QTM�F ZEp�E�l )
Address/Phone/Email �"��E�As'Ar;C��1
��q �YC ���
Quality Assurance Representative
Address/Phone/Email
Category , Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
' Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architedural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan].King,P.E.
- � Validation Checklist-Hardcopy Received
Certificate of Independence FL11720 R15 COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/NWWDA 101/I.S.2/A440 2008
ANSI/AAMA/NWWDA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2005
I
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
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, .
�Florida Building Code Online Page 2 of 4
Date Submitted 08/18/2016
Date Validated 08/22/2016
Date Pending FBC Approval 08/25/2016
Date Approved ` 10/13/2016
Summary of Products
FL# Model,Number or Name Description
11720.1 a.Model 0201 6ctruded Vinyl Double Hung Window"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.i.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 Ratings,any FL11720 R15 AE EVAL 11720.S.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.2 b.Model 0301 6ctruded Vinyl Double Hung Window with Nail Fin-"Non-
Impact" ,
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.2.pdf
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 11720.2 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.2.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. '
11720.3 c.Model 0401 Extruded Vinyl Double Hung Window-"Non-ImpacY'
Limits of Use Installation Instructions
Approved for use in HVH2:No FL11720 R15 II Inst 11720.3.pdf
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:This Product is No Longer Offered by Associated FL11720 R15 AE Eval 11720.3.odf
Materials,Inc.(See 11720.3-2010 FBC version for Historical Created by Independent Third Party:Yes
Documents regarding this Approval)
11720.4 d.Model 0501 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 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 Ratings,any FL11720 R15 AE EVAL 117Z0.4.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
, particulars.
11720.5 e.Model 0501 HP Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.S.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Im act Resistant:No Created by Independent Third Party:Yes
P
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.5 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.S.odf
additionai use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.6 f Model 0601 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.6.pdf
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 Ratings,any FL11720 R15 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-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.7.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 11720.7 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.7.odf
Created by IndependentThird Party:Yes
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�Florida Building Code Online . Page 3 of 4
additional use limitations,instaliation instructions and 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 Ri5 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 Ratings,any FL11720 R15 AE EVAL 11720.8.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.9 i.Model"i"201/"i"201HP Extruded Vinyl"Tilt"Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 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 Ratings,any FL11720 R15 AE EVAL 11720.9.odf
additional use limitations,installation instructions and product Created by IndependentThird Party:Yes
particulars.
11720.10 j.Model"i"201 Extruded Vinyl"TiIY'Double Hung Window-"ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INSI"11720.10.pdf
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 Ratings,any FL11720 R15 AE EVAL 11720.10.�df
additional use limitations,installation instructions and product Created by Independent Third 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 R15 II INST 11720.il.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 Ratings,any FL11720 R15 AE EVAL 11720.11.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.12 I.Model V121/V131 Extruded Vinyl Triple Double Hung Window with Integral
Mullion and Nail Fin-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 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 11720.1Z for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.12.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
\ 11720.13 m.Model 3001/3B01/3A01/3AB1 Extruded Vinyl Double Hung"ReplacemenY'Window-"Non-
j "ST" ImpacY'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.13.pdf
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 Ratings,any FL11720 R15 AE Eval 11720.13.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.14 n.Model 3001/3A01"ST" Extruded Vinyl Double Hung"New Construction"(Nail Fin)
Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 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 Evaluation Reports I
Other:See INST 11720.14 for Design Pressure Ratings,any FL11720 R15 AE Eval 11720.14.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes i
particulars.
11720.15 0.Model"i"301/"i"301HP Extruded Vinyl"TiIC'Double Hung Window-"Non-Impact"
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Florida Building Cod�Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.15.odf
Approved for use outside HVHZ:Yes Verified By: Lyndan F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.15 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.15.odf
additional use limitations,installation instcuctio.ns and product Created by Independent Third Party:Yes
particulars. -
11720.16 p.Model"i"301 - Extruded Vinyl Double Hung Window with Nail Fin-"Impact"
Limits of Use Installation Instructions
� Approved for use in HVHZ:No FL1ll20 R15 II INST 1172016.pdf
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 1172016 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.16.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720.17 q.Model 0601 HP Extruded Vinyl Double Hung Window-"Non-ImpacY'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.17.pdf
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 11720.17 for Design Pressure Ratings,any FL11720 R15 AE EVAL 11720.17.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
11720:18 r.Model 8001 HP Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R15 II INST 11720.18.�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 11720.18 for Design Pressure Ratings,any FL11720 R15 AE Eval 11720.18.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
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�Contact Us 2601 Blair Stone Road.Tallahassee R 32399 Phone:850-487-1824
The Sta[e of Florida is an AA/EC-0 employer.Copvriqht 2007-2013 State of Florida.;:Privacv Statement::AccessibiliN Statement::Refund Statement
Under Florida law,email addresses are public retords.If you do not want your e-mail addrnss released In response to a publfc-records request,do not send electrontc
' mail to this entity.Instead,contact the office by phone or by treditlonal maii.If you have any questions,please contact 650.487.1395.'Pursuant to Section 455.275
(1),FloAda S[atutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department wi[h an email address if they have one.The
emails provided may be used for o�ctal communicatlon with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provfde the Department with an email address which can be made available to the publfc.To determfne if you are a licensee under Chapter 455,F.S.,please
tlick here.
Praduct Approval Accepts:
�� EChcsl: �
Credit Card
Safe
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R R W Buildirzg Consultants, Inc.
uj Consulting nnd Engineering 5ervices for the Building Industry
B P.O.Box 230 Vnlrico,6L 33595 Phone S 13.659.9197
CFlorida Board of Professiona]Engineers Cectificate of AuUiorization No.9813
� � � , ,�� ' i� � l
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�
I •
Product Sub Category Manufacturer Product Name
Cafegory • �
Associated Materials Inc. Model 3001/3B01/3A01/3AB1"ST"
Window Double Hung 3773 State Road Extruded Vinyi ,I
Cuyahoga Falls,OH 44223 Doubie Nung"ReplacemenY'Window
Phone 330.922.2108 "Non-Impact" I
Scope: Product Evaluafion report issued by R W Building Consultants,Inc.8�Lyndon F.Schmidt,P.E.(System ID#1998)for ii
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.do not have nor wiil acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
LimitaSons: ,
1. This product has been evaluated and is in compliance with the 5th Edition(20'14)Florida Building Code structural requirements '
exciuding 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. When used in areas requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that
complies with Section 1609.1.2 of the Florida Building Code.
� 4. For 2X stud construction,anchoring of the assemblies shall be as shown for 2X buck masonry construction.
5. Site condifions that deviate from the details of drawing FL-11720.13 require furthe�engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-11720.13 for size and design pressure limitations.
Supporting Documents:
j 1. Test Report No. Test Standard Testinq Laboratorv Siqned bv
ATI D2492.01-501-47 AAMAlWDMA/10111.S.2/A440-OS Architectural Testing,Inc. Lynn George
ATI D3073.01-109-47 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Michael D.5tremmel,P.E. , -
ATI D4961.06-509-47 AAMA/WDMA/101/I.S.2lA440-08 Architectural Testing,Inc. Lynn George �
ATI D3479.06-501-47 AAMAIWDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Lynn George
MT 13-0128-03-B AAMAIWDMA/10111.S.2/A440-08 MT Group Wayne Breighner
2. Drawinq No. Prepared bv Siqned&Sealed bv �
No.FL-11720.13 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared bv Siqned&Sealed bv
ProductAnchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
BuckAnchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
0Qe�99�998 B9y'�+p�B
4. Qualitv Assurance oo`��� �•.c.'�•C��'�'O�✓s,,
Certificate of Participation issued by Architectural Testing,Inc.,certifying that mm° �;�•'�G��S� • so�
�o ; �' F �''• �.
Associated Materials Inc.is manufacturing products within a quality b ; Pvo 4'3409 �
assurance program that complies With ISOIIEC 17020 and Guide 53. 4=}; •;�r �
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"�p . o
a�' STAiE OF "
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osacr''�• �R� � ,�
opB tss ' r� �� Lyndon F.Schmidt,P.E.
BOAO,�OMA��e0�� FL PE No.43409
7/26/2016
Sheet 1 of 1
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� � ASSC3�IATED MATERIALS SEECHARTFOR ,,.� ��,
. �; � FRAME WIDTH � �.` ��� f.� �
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� I N C O R P O R A T E D O�••• � �
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3773 STATE ROAD ' _czi:� e i� �;_^���
CUYAHOGA FALLS, OH 44223 / "�'' �y°;`"gN
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I�ODE1300T/360 i'/3�1�1/3A�� "ST" .- X � e�a 9 m oa
EXTRUDED !/IRlYL m " � LL� m�a�
� _ �° �
; DOIJ�LE HUNG "Replccc�men�" WINDOLlV � ;i! � `�
0 3`d �
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GENERALNOTES � � � ��
` 1. This product has been evaluated and is in compliance with the 5th Edition � �I � � �4 I
� �2 0 1 4)F l o ri d a B u i l d i n g C o d e(F B C�s t r u c t u r a l r e q uirements excludin g the a a
� "High Yelodty Hurricane Zone"(HVHZj. ��/ x x�y y r '
»`S`�`�m
� ,'�2. Produ�t anchors shall be as listed and spaced as shown on details.Anchor �
�
o embedment to base material shall be beyond wall dressing or stucco. ��,W�
1:•:<;- :.�,:..,-_ . _ . : . ��
-OVERALL;;�,.�:,',,•MAX:'•"�::;��'=',;,):,i;'�AAAX�",:'% ' ':_';":.';(:`..;;:DESIGN'FRESSURE;(PSFJ=' °o v�i v�i
; __ . _ ., .. .....; : . .._,:,- :�.GI:ASSr..:s;.,.:_'."�,: :`� _ -;• o+fnin
��- .,__ . .. ,. . :. ...
a . ..n wind bome debris rotection this fOdUCf I5 }:%,.b'..FRAME,___=,'==;�.D:L:O}-==:;_%.::._:':,:'%D:L;O.._:_:r.:'".'_:..- ---. _,_ ...-_-_:..-_._-.:.-,-.,:
� S. Wh6f1 USBd I�a�BaS f2GUl(1 CJ . . P . P . =:'DIMENSION-_-�'_"':'_ OP__'-='?-<_=':;BOTfO/v1.;tr`,;_::TYPE:�_.: __._sPOSRIVE�;'NEGA'.�E� °a o a� Z
� required to be protected wrfh an impact resistant covenng that comphes --=.-- -• :-- - - �-� -_=-. --�� �--- • �--:�- ==-:==• •- - - - m � a a
-.....,...... ,_ - - _.-:.. w
_, -- ' �t zzw �
�U U N
� with Section 1609.1.2 of the FBC. 3c.o�•x 60.0" 29.12"X 25.75' 30.72"X 26.75" G7 +50.0 -60.0 ��v��n v� �
mpoow �
� 4. For 2x stud framing construction,anchoring of these units shall be the same 36.0��x�z.o^ 29.�r�X 31.75�• so.iz^x az.�5� ci +50.0 -55.0 �����
a as that shown for 7x buck masonry constructlon. o 0 0 0 0
� 36.0"x 78.0" 29.12"X 34.75' 30.12"X 35.75' G7 +Q$.Q -Q5.� >>>>a i
6 5. Site conditions that deviate from the detaiis of this drawing require further ���*'�� �
engineering analysis by a licensed engineer or registered architect. na.o��x�s.o^ s�.t2"x ss.2s' 38.72^x aa.2s^ �� +35.0 -35.0 �ry h N N Q �
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52.0"x 62.0" 45.12"X 26.75" 46.12"X 27.75" G7 +35.0 -35.0 =
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�-`���""`���'�`—�'""'w�' Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived s"_i
R R��¢-��"�
Product Manufacturer Associated Materials Inc. �� L,q�`'p�.p�
Address/Phone/Email 3773 State Road �qj�R�0���(/ "�°
Cuyahoga Falls,OH 44223 C����/��e�CO���
(330)922-2108 0�.'9(�. ��Q���S O,tI_
mfernbaugh@alside.com ��A��C �/C -`�A(y
R� yyRy������F ��Tti
Authorized Signature Vivian Wright �VeF� 4s QO�
rickw@rwbidgconsultan F
�l,�N 0,�;; �.q� �'�o/N NO
Technical Representative ��A��A ��� z �NCF
Address Phone/Email °'°f � J.. � S'
� �iN����j
Quality Assurance Representative '
Address/Phone/Email "�`
Category Exterior poors
Subcategory Sliding Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
��� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E.
tfie Evaluation Report
Florida License PE-43409
Quality Assurence Entity Architectural Testing,Inc.
Quality Assurence Contract Expiretion Date 12/31/2016
Validated By Ryan J.King,P.E.
'�� Validation Checklist-Hardcopy Received
Certificate of Independence FL12323 R4 COI Certificate Of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2005
AAMA/WDMA/CSASOI/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 200Z
ASTM E1996 2004
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
R12323 R4 Equiv Equivalenct Of Standards.odf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj gJSy£.. 7/1/2015
, Florida Building Code Online ' � Page 2 of 5
Product Approvai Method : Method 1 Option D
Date Submitted 04/30/2015
Date Valfdated 04/30/2015
Date Pending FBC Approval , OS/10/2015
Date Approved 06/22/2015
Summary of Products
Go to Page � '� � �$ Page 1/2'� �
FL# Model,IVumber or Name Description
12323.1 a. Modei 6105/6106/6175 Extruded Vinyl Sliding Patio Door-(XO or OX Configuretion-
Nominal 6'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12323 R4 II Inst 12323.1.pdf
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 12323.1 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.1,�df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
12323.2 b.Model 5105/8106/8175 Extruded Vinyl Sliding Patio Door-(XO or OX Configuretion-
Nominal 6'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.2.pdf
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 12323.2 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.2.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
12323.3 c.Model 9105/9106/9175 Extruded Vinyl Sliding Patio Door-(XO or OX Configuration-
Nominal 6'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.3.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 12323.3 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.3.odf
additional use limitations,installation instructions and Created by Independent Third Party,Yes
product particulars.
12323.4 d. Model 6108 Extruded Vinyl Sliding Patio Door-(XO or OX Configuratfon-
Nominal 6'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.4.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 12323.4 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.4.vdf
additional use limitations,installation instructions and Created by IndependentThird Party:Yes
product particulars.
12323.5 e.Model 8108 Extruded Vinyl Sliding Patio Door-(XO or OX Configuretion-
Nominal 6'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL123Z3 R4 II Inst 12323.5.pdf
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 12323.5 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.S.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
12323.6 f. Model 9308 Extruded Vinyl Sliding Patio Door-(XO or OX Configuretion-
Nominal 6'0 x S'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.6.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2AezuarjgJSyf... 7/1/2015
. Florida Building Code Online Page 3 of 5
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 12323.6 for Design Pressure Ratfngs,any FL3237_3 R4 AE Eval 12323.6.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. -
12323,7 g. Model 6109 Extruded Vinyl Sliding Patio Door-(OXO Configuration-
Nomfnal 9'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.7.�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 12323.7 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.7.odf
additional use limitations,fnstallation instructions and Created by Independent Third Party:Yes
product particulars.
12323.8 h.Model 8109 Extruded Vinyl Sliding Patio Door-(OXO Configuretion-
Nominal 9'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.S.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 12323.8 for Design Pressure Ratings,any FL12323 R4 AE Eval 12323.8.odf
additional use Iimitations,fnstallation instructions and Created by Independent Third Party:Yes
product particulars.
1Z323.9 i.Model 9109 Extruded Vinyl Sliding Patio Door-(OXO Configuration-
Nominal 9'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.9.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 1Z323.9 for Design Pressure Ratings,any FL123Z3 R4 AE Eval 123Z3.9.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
12323.10 j.Model 6122 Extruded Vinyl Sliding Patio Door-(OXO Configuration-
Nominal 12'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLSZ323 R4 II Inst 12323.10.pdf
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 12323.10 for Design Pressure Ratings, FL12323 R4 AE Eval 123Z3.10.pdf
any additional use limitations,fnstallation instructions and Created by Independent Third Party: Yes
product particulars.
12323.11 k. Model 8122 Extruded Vinyl Sliding Patio Door-(OXO Configuration-
Nominal iZ'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.1i.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 12323.11 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.Si.odf
any additionai use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
12323.12 I. Model 9122 Extruded Vinyl Sliding Patio Door- (OXO Configuration-
Nominal 12'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.12.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 12323.12 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.12.pdf
any additional use limitations, installation instructions and Created by IndependentThird Party:Yes
product particulars. ,
12323.13 m. Model 11"i"5/11"i"6/11"i"8 Extruded Vinyl Sliding Patio Door with Nailing Fin-(XO or
OX Configuration-Nominal 8'0 x 6'SO)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.13.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qtF2Aezuarj gJSyf... 7/1/2015
__-- _"-_-' _f __"
Flarida Building Code t)nline Fage 4 of 5
Imp�ct Reststant:No Created by Independent Third ParCy:.Yes
Design Pressure:NjA ' Eva[uatian Reports
Other:See INST 12323.13 for Design Pressure Ratings, - FL12323 R4 AE Eval 12323.13.odf
any additional use limitations,installation�instructions and Created by Independent Third Party:Yes
product particulars.
12323,14 n.Model 51"i"5/51"i"6/51"i"8 Extruded Vinyl Sliding Patio Door-(XO or OX Configuration-
Nominai 8'0 x b'10}
Limits of Use Tnstallation Instructions
Approved for use in HVHZ:No FLi2323 R4 II Inst 12323.14.odf
Approved for ase outside HVHZ.Yas Verified By: Lyndon F.Schmidt,P.E.43409
Impac#Resistant:No Created by Independent Third Party:Yes
•� Design Pressure:N/A Evaluation Reports
Other:See INST 12323.14 for Desig�Pressure Ratings, F�i2323 R4 AE Eval 12323.14.pdf
any additional use t'smitations,Enstallation Instructions and Created by independent Third Party:Yes
product particulars.
12323.15 0.Model 11"i"9 Extruded Vinyl Sliding Fatio Door with Nailing Fin-{OXO
Configuration-Nominal 9'0 x 6'iq)
Limits of Use Ittstaila#ion Instructions
Approved for nse in tiVHZ:No FLI2323 R4 II nst 12323.i5.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:NjA �vatuation Reports
Other:See.INST 12323.15 for Design Pressure Ratings, F1.1Z323 R4 AE Evat 12323.15.odf
any additional use IimfYations,installatfon instructions and Created by Independent Third Parky:Yes
product particulars.
12323,16 p. Model 51"i"9 Extruded Vinyl Sliding Patio Door with Nailing Fin-(OXO
Configuration-Nominal 4'0 x 6'10)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12323 R4 II Tnst 12323.16.odf
Approved far use outside HVHZ:Yes Verified By: Lyndon F.Sthmidt,P.E.43449
Impact ResistanE:No CreaYed By Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 12323.16 for Design Pressure Ratings, F�12323 R4 AE Eval 12323.16.odf
any additional use(imitations,installatiost instructions and Created by Indepandent Third Party:Yes
produck particulars.
12323.17 q.Modet 1105J1106 Extruded Vinyl Siiding Patio Door wtth Riaili�g Fn-(XQ or
OX Configuration-Nominal 6'0 x 6'8)
L9mits of Use InstallaYioe Znstructions
Approved for use in HVHZ:No �L12323 R4 II Inst 12323.17.odf
Approved for use outside MVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409
ImpaCt Resistant:No Created by Independent 7hird Party:Yes
Design Pressnre:NJA �valuatian Reports
Other:See INST 12323.17 for Design Pressure Ratings, FL12323 R4 AE Eval 12323.17.pdP
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulers.
12323.18 R.Model S1i5/51i6/Sli8 Extruded Vinyl Sliding Patio Door-(XO or OX ConFlguration-
IVominal 8'4 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Inst 12323.18.adf
Approved for use autside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impac#Resistant:Yes ' Created by Independent Third Party:Yes
Design Pressure: N/A Evaluatian Reparts
Other:See INST 12323.18 for Design Pressure Ratings, FLi2323 R4 AE Eval 12323.18.�df
any additionat use Simitations,installation instruc�3ons and Created by Independent Third Party:Yes
product particulars.
12323,59 s.Model b2Q0 Extruded Uny[5liding Patio Daor-{XO or OX Conffguratio�-
Nominal 6'0 x 6'8)
Limi#s of Use ZnsYatlatian Znstructians
Approved for use in HVH2:!Vo Fl.12323 R4 II Inst 12323.19.odf
Approved for use ouYside HVHZ:Yes Verified By: Lyndon F,Schmidt,P.E.43409
Impact Resistant:No Created by Ind�pendent Third Party:Yes
Uesign Pressure:NJA Evaluation Regotts
Other:See INST 12323.19 for Design Pressure Ratings, FL12323 R4 AE Evai 12323.19.ndf
any additional use limitations,Installation instructions and Created by Independent 7hird Party:Yes
product particu(ars.
12323.20 t.Series 5200 Model 5202,5205, . Extruded Vinyl Sliding PaCio Door-(XO or OX Con�guration-
5206,5208 Nominat 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12323 R4 II Tnst 12323.20.odP
Approved far use outside HVCiZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
http:llwww.floridabuilding.arg/pr/pr app_dtl.aspx?param=wGEVXQwtDqtF2AezuarjgJSyf... 7(1/2015
, Florida Building Code Online Page 5 of 5
Design Pressure:N/A Evaluation Reports
Other:See INST 12323.20 for Design Pressure Ratings, FL12323 R4 AE Evai 12323.20.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
Go to Page � '� � � Page 1/2� �
�
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Contad Us'::1940 North Monroe Street.Taliahassee FL 32399 Phone:850-487-1824
The State of Florida is an Aq/EEO employer Coovriqht 2007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address reieased in response to a publ(c-records request,do not send
electronic mail to this entity.Instead,contact the o�ce by phone or by t2ditionai mail.If you have any questions,please contact 850.467.1395.•Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department wi[h an email address if
they have one.The emails provided may be used for o�ciai communication with the Iicensee.However email addresses are publlc record.If you do not wish to�
suppiy a personal address,please provide the Department with an emafl address which can be made available to the public.To determine if you are a Iicensee under
Chapter 455,F.S.,ptease click here.
Product�Aprp�froval Accepts:
� �� E.�.�E:1 �
tiL`l'UCI�\'SII[f Itli t
. ��
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2Aezuarj gJSyf... 7/1/2015
� R ,W R W Building Corlsultants, Inc.
BConsulting and Engineering Services for the Building industry
� P,O,[3ox 330 Vnirico,FL 33595 plib�te 813:659.9197
FloriJa Doard of Profcssion�l Enginecrs Cenifica�e ofAuthori�atioh No.9813
� / / � 'I/ � I 1
� � �
Proiiuct Sub Category Manufacfurer Product Name
Category
Sliciing�xferlor Assoctated Materials,fr1c. Mod�l 51"i"5/51"i"6151"i"8
Exterior poors 3773 State Road Ext�uded 1l(ny!Sliding Patio Door
Doors ,qssemblies Cuyaf�oga Falls,OH 44223 "Noo-lmpacY'
Phone 33tl.922.2108
Scope:• Froduct Evaluation report issued by R W Buifdirig Consuitants,1nc_�Lyndon F.Schmidt,P.E.(System ID#1998)foF
Associated fvlaterials Inc.,based on Rule Chapter IVo.61G20-3, MethocJ 1 D of the State of�Ftorida Product Approval,Dept.
of Business&Professional Regulation.
�1N Building Consultants ai'id Lyndon F.Sehrriidt,P.E.do nox f�ave nor will aequire financial interest in the company
manUfacturihg or distributing the product or in any other entiry involved in the approval.process of the product named
herein.
Limitafions:
'I. Tiiis product has been evaluated and is iri compliance with the 5th Edition(2014)Fforida Building Code{FBC)structural reguirements
excluding the"High Velociry Hucricane Zone"(HVHZ).
2. Product anehors shail be as listed and spaced as shown�on details.Anchor embedment to base material shall be beyond wall dressing
or stucco:
3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
4: For2x$tud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of'drawing FL-'12323.14 require further engineering analysis_by a licensed engineer or
reQfstered architect.
6. See drawing FL-i2323.14 fotsize and design pressure limitations.
Sopporting Documentsc -
1. Test Report No. Test Standard Testinq Laboratorv Sictned bv
ATI 74476.07-501-47 AAMAlWDMA/CSA•101II.S.21A440-05 Architectural Testing,lnc. Lynn George
2. Drawinq No. Preaared bir Siqned 8 Sealed bV
No.EL-12323.1�{ RW"Buittling Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E.
3. Calcufations Prepared 6V Sl4ned&Sealed bY
Product Anchoring RW Building Consultants, Inc.(CA#9813) Lyridon F.5chmidt, R.E,
Buck Anchoring RW Building Consultants,Inc.{CA#.9813) Lyndon F.Schmidt, P.E.
4, QualitV Assurance�
Certificate of Participation issued by A�chitecfural Testing,lnc.,certifying
thatAs'sociafed Materials,Ine.is.manufacturing products within a quality •
.,.c,�"� .
assurance�prog�am that complies in�ith IS071EC 17020 andGuide 53. . ' _ ,
. . - �
� , , , ' Lyrtdon F.Schmidt,P.E.
_ ' , , ' FL PE No,43409
, . ' 4/29/2015
Sheet 1 of 1 '
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� MODEL 57 ► 5/51 r 6/51 � 8 � h a � z oz�
a 96.OD"MAX.OVERALL FRAME WIDTH (�� ° r o s m c w
m EXTRUDED VINYL �'�a �� mda�
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� 1. This product has been evaluated and is in compfiance with the Sth Edition�2014� � Wo � ��
v Florida Building Code(FBC)structural requirements excluding the"High Yelocity LL � n o ��
`� Hurricane Zone'(HVHZ). Q o �/ o � ��
a
o « /� a a
` 2. Product anchors shall be as listed and spaced as shown on details.Anchor p Y x}
� embedment to base material shall be beyond wall dreuing orstucco. � ''m • "
= 3. When used in areas requiring wind bome debris protection this product is required $ �
� to be protected with an impact resistant covering that complies with Section �
0 1609.1.2 of the FBC. N m
/ / v'
� 4. For?x stud framing conshuciion,anchoring of these units shall be the same as j j W o 0
that shown for 2x buck masonry consiruction. /� �� =N �
, . ��
� � � �4 �
'' S. Site conditions that deviate from the details of this drawing,require further �o
� engineering analysis by a licensed engineer or registered architect. o`o
a
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LL SHEET# DESCRIPTION .... ........ .................. . ,.. .. ................ . .. .. ... N--Z r°�
z ` OVERALL :_:;. �•7V(AX:. - M'A,;X; ' �DESIGN`PRESSURE;'(BS�'.: tl
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Q � Typical elevaHon,design pressures&general notes � � •� °� ._. �- ' :GL4S5;:; oaTE: 3/11/09 �
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� 2 Horizontal and verfical crosssections • 'DIAAEfJSIOIV�' ' •DIMENSION• �. :DltilEfJ$ION: '�"'NPE ;�`':P.QSIi/YE;.:NEGi4TIVE`. 5� N.rS. �
a 3 Harizonfai and verfical cross sections " `"`". . ..' ' ` : . :' . . ` owc.ar: -AL m
d 4 Buck and frame anchoring 96.00"x 82.00" 48.75"x 79.00" 44.00"x 74.72" G1 +50.0 -50.0 cHK.er: LFS ?
- 5 Bll of materials and components na,�wwc No. �
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PRODUCT: Documants Pnpared By:� .A�
� � � � � � � EX7RUDED VINYL lyndon F. Sehmidt �'�.t��'•.�O�v!'.•'G����
IN � o � � Z� SLIDING PATIO DOORS P�E, No. 434as �/��SS'lp�A`,�`���
,a� N �' y -+ 2 1/27/15 PDATE TO STH E0. 2014 FBC JK pp�pR ASSEMBLY: @ 6UILDING CONSULTANTS, INC,
L+ � D iq� 1 9 21 11 UPDA7ED FOR 2010 FBG JK J L�P.O. Box 230, Valrico, FL 33595
I°i �. r `O NO DATE gY HORIZOMIAL & YERTICAL
CROSS SECTIONS Phona No.: et3.ss9.ets7
REVISIONS FBPE C.A. No. 9813
�20p9 R.W.Bl11LO1N0 CONBULTANT9INC.
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�' �, g PRO�UCT: �«�ma�tn Pnaaroa ey:� � '� `�
� r� � " � � EXiRUDED VINYL Lynden F. soh�„idt '����'`Rowop.•����°:
Iw
� � � � c., SLIDING PAT10 b00RS P•E. No. 43409 ''�ss�0(yA������
o N'�' � y -+ 2 1 27 75 PDATE 70 STH E0. (2�14)FBC � JK PART OR /SSEMBLY: ///�� BNLDINO CONSULTANTS, INC,
� W � �(n p 7 9 21 11 UPDATED�FOR'2010 FBC JK ✓��P,O. Box 230,Valrico, FL 33595
I�" .p, �' �O NO DATE gy NORIZONTf+L & VERTICAL
CR�$$$EC.n�N$ Pho�e No.; 813.659.9187
REVISIONS FBPE C.A. No. 9s13
�2009 R.W.Bu1L�ING CONBULTANTH INC.
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a edge dsfance}o moAarJoinh. �5 �� _
� 2.Concrete onchorlocatfons noted as"MAX.ON CENiER"musf be adusfed to g " N
maintain ihe mfn.edge disiance to morlarjoinh,addifianal concrefe anchors L� '�^ �
may be required fo ensure fhe"MAX.ON CENfER"d(merufon are not exceeded. MASONRY b U �^r ¢
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o ,:�:.-... ��::��:-;::: .:�.-..;.....'.:.�::...;�;.... .MIN.:CI,EARANCE::.Ju11N:CLEARANC� TYP.SILL �m m
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a ULTRACON� lf4" 1•1/4" 1' 4"
CHN.BY: �$ 3
'o WOODSCREWINSTALLATIONNOTES: , rc
"NOTE:These iwo 2 anchors o�^^�""�"�.
� I.Mafntain a mfnGnum 5/8"edge distance,l"end d(stance,8 i"o.c.spacfng of fRAME ANCHORING FL-12323.14 �
� wood saews to prevent thesplirnng oiwood. feqUfred fo[DP>35 PSF (1X 8uck SfeelSfu� o
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rr�nt� o�scwrnoN Mahwu. ��� •:``��� o
A 1XBUCKSG>_0.55 WOOD � "'��`af' � �
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B 2X BUCK SG>=0.55 WOOD 5/32"7EMPERED _v;,� �ic $c�¢_?�m
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C 1/4"MAX.SHIMSPACE - AIRSPACE - � ? F;'�=�' o�; .
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCREfE SCREW STEEL :�j'•.,, 'gy� ��u,�'
MASONRY-3,OD0 P51 MIN.CONCREfECONFORMINGTO ACI �'� �"�"'�� �`� ��M°
E 301 OR HOLLOW BLOCK CONFORMINGTO ASTM C90. CONCRETE o � 5/37'TEMPERED ���//���� �p����� o M m i
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F 1/4" 2-3/4"HWH ELCO OR IPN GONCRETE SCREW WOOD � a 9 � Z Q
� G 1/4"X 1-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ` z ° �
� K #10 PPH SELF-DRILIING SMS $TEEL �� GLAZING DefAIC �� a�,� �a;m
X STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 Ksi Min,Fu=45 Ksi Min� STEEL � m d a�
� � EXTRUDED Y�NYL HEAD/SILL&JAMB/fRAME (#PD1201) 'RIGID PVC 1.63" a � o z �
� 2 EXTRUDED VINYL ST1LE/RAIL SA3H (#PD25) 'RIGID PVC � o „ g w
-�`'- 3 EXTRUDED VINYL SASH INTERLOCK �#PD24J 'RIGID PVC 0 f �I--0.425"0 � �,2s �- 0 3`d �
rv 4 EXTRUDED VINYL FIXED INTERLOCK (#PD34] *RIGID PVC � � �--o.3s°
5 EXTRUDED VINYL EQUAL GLASS ADAPiOR �#PD39) •RIGID PVC � O � � —�o.t t^ nZ-,�
6 EXTRUDED VINYL 1"GLAZING BEAD (#BV22� "RIGID PVC � o N � �0.05' � gZ
J 7 GLAZINGSPACER ' `" � 30 HOLFPLUG � + Zo "o
.� 8 ALUMINUM SILL TRACK(#RD22) ALUMINUM � � >o ��
0 10 JAMB 9TICE(PD25)REINFORCEMENT ROLL FORMED STEEL(#RFPD03SOM� STEEL W� � ��
11 SASH INTERLOCK(PD24)REINFORCEMENT ROLL FORMED STEEL�#RFPD24SOMJ STEEL EQUA[GLASS ADAPfOR 6 GlAZING BEAD �� SASH IMER[OCK(PD24) �a � ��
� $ Fxhvded vinyl Fdruded vmyl RoU Fortned neel �Z N J
. 12 FIXED INTERLOCK(PD34]REINFORCEMENT ROLL FORMED STEEL(#RFPD34SOMJ STEEL �_ �
v 13 SLIDING PATIO DOOR HANDLE SEf#684 BY SASH COMROLS - 1•9T'� U wy ¢ oa
� 14 TANDEM ROLLER ASSEMBLY BY ULTRA#64266 STEEL � � =�
$ 15 #10 X 1-1/4"PFH(MORTISE LOCKJ SCREWS BYSASH COMROLS STEEL 1•9T' � � . � �21„ � � a m
� 18 PURFECT GLAZE 34-937A SEALANT BY NATIONAL ADHESIVFS SEALAM ° � �
� 19 WEATHERPILE.18T'x.270"BY AMESBURY - O � = N � � >>m
a 21 #8 X 7'PPH SMS BY MERCHANiS STEEL � � o m �'78 p�� �
° 25 #8 X 3/4"PFH SELF SELF DRIWNG SCREWS STEEL m �, � L ° � �,�2�� � �
� 26 #S X 2-1/2"PPH SMS(EQ.GLS.ADAPTORj SCREWS BY MERCHANTS STEEL � � �� u
q 28 EXTRUDEDVINYLSCREENTRACK (#PDT58) "RIGIDPVC ,�,1J 1 o m
, 29 SILICONE SFALANT(NOVAFLEX)BY NOVAGUARD SILICONE Slll 7RACK ``
� 3 0 H O L E P L U G S B Y A S H L A N D(I 3 0 3 4) s a s y i r r r e x�o c x FlXED INTERLOCK 8 �1 FIXED IMPRLOCK(PD36J �o Z
P L A S T I C 3 0-- 4�— E x h u d e d a i u m i n u m '` Ra ll tomied stee l d o 0
,� Fxhudedvfnyl Fxhudedvinyl w N �
'" 'THEAPPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETOBE PRODUCED �� �
� BY EXTRUDERS LICENSEES IN"AAMA CERi1FiCATION PROGRAMS FOR RIGID PVC EXTRUSIONS". o� �
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� 2 Exlrudedvinyl �� Refnforcement � CHK.BN LFS 3
.� Roll farmed steel SCREEN iRACK �
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Busines� �� 1:
Professibn�l '""�Product Approval �
1j,=� r"° USER:Public User
�ec�ulaiion
Produc[Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detafi
i��>:� "r:�s'=�;41_' � FL# FL12078-R4
i�=i;:=::.�'s:^:;��_____._.._3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ;_!
Product Manufacturer Associated Materials Inc.
Address/Phone/Email 3773 State Road
Cuyahoga Falls,OH 44223
(330)922-2108
mfernbaugh@alside.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative ����V�F
Address/Phone/Email �� '' o�.,�,q�.F
Quality Assurance Representative °V��`�pp'�7y !��
Address/Phone/Email �/'Y���I.B��
e��L
Category Windows
ISubcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engfneer
' ��� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report .9�
Florida License PE-43409 A�j�"f�
Quality Assurance Entity Architectural Testing,�Iy�' Q Vj����
Quality Assurance Contrect Expiration Date 12/31/2016 "•�T��Q � �,Q:
I Validated By Ryan J. King,P.E. ���/Q�/�e�(/��QD�C�
['� � �
�
.`�7 Validation Checklist-F�� y�j( S'
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A C
T C �
yr�Q R� op �,
Certificate of Independence FL12078 R4 COI CERTIFICATE OF INb�� .odf
�
� ���,��o
Referenced Standard and Year(of Standard) ti
'�N
cFS
Equivalence of Product Standards
� Certified By
i
Sections from the Code
II
1710.5.3
Product Approval Method Method 2 Option B
� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 7/1/2015
` Florida Building Code Online Page 2 of 3
Date Submitted 03/04/2015
Date Valfdated 03/16/2015
Date Pending FBC Approval 03/18/2015
Date Approved 06/22/Z015
Summa of Products
FL# Model,Plumber or ftiame Description
� 12078.1 a.3100 Structural Mullfon Extruded Aluminum Clipped Mulifon 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 R4 II Inst 12078.1.pdf
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:Mullfon Design Pressure varies according to mulied FL12078 R4 AE Eval 12078.1.pdf
window slze.Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product particulars.
12078.2 b. 3100 Structurel Mullion Extruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post(at Sili)and the Bull Nose .
(at head)Style Mounting Breckets
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.�df
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,fnstallation 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 Bracket
Limits of Use Instaliation Instructions
Approved for use in HVHZ:No FL12078 R4 II Inst iZ078.3.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 mulled FL12078 R4 AE Eval 12078.3.odf
window size.Refer to EVAL 12078.3 and INST SZ078.3 for Created by Independent Thfrd Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations, installation instructfons and product particulars.
12078.4 d.3100 Structural 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 R4 II Inst 12078.4.�df
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:Mullfon Design Pressure varies accordfng to mulled FL1Z078 R4 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, fnstallation instructions and product particulars.
12078.5 e."i"Series Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and
Masonry Openings utilizing the Goal Post(at Head and Sill)
Style Mounting Breckets
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12078 R4 II Inst 12078.S.�dF
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.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 additional use �
limitations,installation instructions and product partfculars.
12078.6 f,"i"Series Structurai Transom Extruded Aluminum Clipped Mullion for use on Wood and
Mullion Masonry Openings utilizing the Goal Post Style Mounting
ereckets
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 7/1/2015
` Floxida Building Code Online Page 3 af 3
Limits of Use Znstalletion Znstructions
Approved Par use in HVHZ:No P1.12078 R4 II Inst 120�$.6,odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409
Impact Resistant:Yes Created by Independent7hird Party:Yes
Design Pressure:NJA Eva[uation Reports
Other:Mullion Design Pressure varies according to mulled FLiZ078 R4 AE Evai 12078.6.pdf
window size. Refer to EVAL 12q78.6 and INST 12078.6 for Created by Independent Third Party:Yes
Mu4lion design Pressure Ratings,any additionai use
timitatians,instatlation instruckions and product particulars.
12d78.7 g."C-Ciass°Serles Structure! Ciipped Steet 2.0",2.25"and 2.5"Bar MullEon for use on
Muliton Waod and Masonry Openings
Limits of Use Installatian Instructions
Appraved for use in HVHZ:No F�12078 R4 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 Evatuation Reports
Other:Mullion Deslgn Pressure varies according to mulled FL12Q78 R4 AE Eval 12078.7.odf
window sfze.Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party:Yes
Mullipn Design Pressure Ratings,any additional�use
[imitatlans,installation instructions and praduct particulars.
[iack Next
' Contad Us::}444 Nortfi Monroe Street Tatlahassee Fi.32394 Phone;850-487-Z824
The State of Florida is an AA/EEO employer.Coovriaht 7007-2013 State of Florida.::Privacv Statement::AccessibiliN Statement::Refund Statement
Under Florlda Iaw,email addresses are pvbllc recards.if you do nat want your e-maiI address released In respo�se ta a pvbtio-rxords requesk,do not send
etectronfc mail to this eMiry.Instead,contact the office by phone or 6y traditional mait.if you have any questtons,piease mntact 856.487.1395.*Pursuant ko
Section k55.275(1),Florlda Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provtde the Department wRh an email address tf
they have one.The emaiis provided may be used for offidal communfcakion with the li�ensee.However email addresses are public retord.If you do not wish to�
suppiy a personat address,please provide the Department with an emait address whtch tan be made available to Yhe pu6lic.To dekermine if you are a licensee under
Chapter 455,F.S.,please clEck here.
Product Approvai Accepts:
e3'.� � E.Cc�`kk ��
sccuritv+ly�l;uc[c�
�,r��i�Cia1L"S
http://www.floridabuilding.orgJprlpr app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FA... 711/2015
R. � R �V Build�ng �ansultants, Tnc.
� Consulting and Engineering Services for tlze Building Industry
G P.O.Box 230 Vatrico,FL 33595 Phone 813.659.9197 �
Florida Bo9rd ofProfessional Engineers Certificate af Authorizatiqn No.9813
� t t �/ ' rt t l �
!
Product $��������� �lanufacturer Product Name
� Category
AssociaYed Materials,Inc, 3100 5tructural Mullion
Windou�t Mulftons 37T3 Stafe Road
Cuyahoga�alis,OH 44223
Ph4ne 330.922.b354
Scope: This is a Eroduct Evaluation repo�t issued by R W Building Consul#ants,lnc.and Lyndon F,Schmidt,P.E.(System ID#
'1998}farAssocia#ed Meferials,Inc:based ciri Ru1e Chapfer No.61 G20-3,Method 2B of the S#afe of Florida Product
Approval,Department af Business&Professianal Regulation.
RW Bui�cling Consuitar�fs and Lyndon F.Schmidt,P.E.do nat have norwiil acquire financial interest in fhe company
manuf�cturing nr distribUting the product or I�any other entity involve�i in the appraval process of the praduct named
herein.
Limitatfonsr
1. 1`his product has been eva[uafed anr!is•in compSianee with the 5th Edifian(201.4}Florida Buitding Gode{F8C}exctuding#he"Eligh
Velocity Hurricane Zone"and conforms ta the requiremenfs of FBC Chapter 17.
2. Wood bucks 6y others,must be anchored praper{y to transfer iaads fa the structure and 6e reviawed by the buiiding officia3.
3. Mullion anchor embedment to base material shall be beyand wall dressing or stucco.
4. When used in areas requir.ing wind borne debris protection,.this product does not require protection with an impact resistant covering
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 produc#must be
protected with an impact resistant cavering complying with Secfion 1609.1.2 of the FBG.
5. Separate product approvals for each glazing product used with these mu!lions must be submitted along with this mullion praduct
approval.
6� Anchoring of eaGh�lazing producfi to tlie mullion shaU be as shown in each indlvidua!glazing product approval.
7, Any conditians not covered in this evaluation are subject to separate engineering evaluation.
8. Mullion design pressure rafing,see ioad rating fable sheets 2 and 3 of drawing FL-12478.1..
9. The design pressure sating of the assem�ily shall be the lesser of the load capacity of the mullion as determined using this approval ar
the design pressure rafing of fhe ind3vidual glazing products used.
90.Bounding box dimensions fo�geometric shapes must be equal to or less than the rectangular dimensians shown herein.
11.See drawing FL-12078.1 for size.and design pressure limitations.
Supparttng,Doct�ments:
{�£;�',�ryE��:M��;i�,.��
1. Drawina No. Prepared bv :':��",`' �=°�. '.�,;3= Siclned&Sealed bV
��.
No.FL-�i2078.1 RW�uilding Consultanfs,inc.{CA#9813} ��.�`' .'° -..Lyndan F.&chmidt,P.�. i
:.; - - • •..
:� • ._..
2. Calculatians Prepared bY " ; ,.� - ' Siqned&Sealed bv
��:
MullionlAnchoring RW Building Consultants,Inc.�CA#9813) - �, ., � . . � . . ;`=!:'Y�dan F.Schmidt,P.�. - -
3. Qualitv Assurarrce � : �
Certificate o#Pa�icipation issued by Architecfural Testing,Jnc.,certifying = �, . ,. . . ' . ,�,:+�"`� ,
, that Associated M�terials,Inc.is manufacturing products within a qualiry ; " � , �, ��`
assurance pragram tha#complies with!SOlIEC 17020 and Guide 53. ���`.. . � - . , , �
•� , Lyndon F.Schmidt,P.E.
• _ �� FL PE Na.434tl9
..'" 3/4/2015
Sheet 1 of'S
�
�``````���a�* �r,�,'' .
���¢ ASSC3�LATED MATERIALS ,�,a�:���� �:��.� �
�� I..._N C O �R P O--R--A T- -E —�D �p.�_r.� o.. • t.,��M .
3773 STATE ROAD -��� � � �;a-�-'^
:N:_ o z= "m
? Z �;:o�� o�
CUYAHOGA FALLS, OH 44223 :v�, � „�,„
. `�'. � ��.-
�i� '••........••����� j>°fO m .
3100 STRUCTURAL Ib11ULLION ����°"""'� "��� °N o z
MAX. COMBINED MAX. COMBINED �„
DIMENSION IS 108" DIMENSION IS 108" o E W =m m�
Wl^-��^—W2 W7��W2 a N� �o t nw.
IIa mda�
8 �
� d
S �a �
MULLION GOALPOSTSTYLEBRACKET GLAZING GLAZING Z GLAZING GLAZING
(ATHEADANDSILL) PRODUCT PRODUCT a�o PRODUCT PRODUCT Z
�
GLAZING z u � Q�
GENERALN07ES: PRODUCT �� � o�
1. This product has been evaluated and is in compliance with the Sth Edtion(2014�Florida Bulding �� qa r �J
Code�FBC)excluding the'7-ligh VelocHy Humcane Zone"and confortns to the requiremenis af FBC m �
Chapter 17. � w w� -
� ,�„ �w
2. Wood bucks by others,must be anchored properfy to fransfer loads to the shucture and be re�iewad F"� ¢ a�
by the Bulding Official. o �
�o
O M �
3. Mullion anchor embedment to base material shall be beyond wall dreAing or sfucco. a a
0 4. When used in areas requiring wfnd bome debris protecBon,tha product does not require profection ��m
fram an impact resistant covering when used fn Wind Zones l,2 and 3 as defined by ASTM E 1996;in MAX. COMBINED
wnd Zone 4,as defined by ASTM E 1996,this product must be protected with an impact resistant MAX. COMBINED �
DIMENSION IS 108" DIMENSION IS 108" m
= covering complying with SecRon 1609.1.2 of the FBC. �
W1 W2 W1 W2 ^
5. Separate product approvals for each gl�ng product used with these muliions must be submitted �r— �� N�
along wlth thls mullion product approval. m Z
wo �
� 6. Anchoring of each glazing product to the mullion shall be as shown In each individual gla�ng �o `"
productapproval. GLAZING GLAZING GLAZING GLAZING �N �
PRODUCT PRODUCT PRODUCT PRODUCT �o
LL 7. Any conditions not covered fn thls evaivatlon are subject to separate engfneedng evaluation. a� ¢¢
G L A Z I N G z I� a a �
8. Mu l l ion Design Pressure Ra ting,see L oa d Ra ting Ta b le S hee t s 2 an d 3 o f t his drawing. o >> ?
• PRooucr -
� 9. fie design pressure rating ot iha assembly shall be ihe lesser of fha load capacfty of the mul0on as �� �m F �
detertnined us(ng this approval or the desfgn pressure rating oF ihe individual glaang products used. GLAZING GLAZING � GLAZING GLAZING o o¢o ;
PRODUCT PRODUCT PRODUCT PRODUCT �.- m
— 10. Bounding box dimeruions for geomehic shapes must be equal to or less lhan the reclangular � N�o a
dirtiensfons shown herein. Z e
Z on�:12 11 08 z
0
� TABLE OF CONTENTS 5� NTS �
5
SHEET /( DESCRIPTION p� p� q A' owc.ar: DWS m
_ 1 TYPICAL ELEVA710N5 & GENERAL NOTES - �PICAL IVIULLION COItlFIGUR/`1T�OIVS CHK.6Y: LFS ¢
2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS DRAWING NO.:
a 3 MULLION LOAD TABLE FOR CONCRE7E SCREW ANCHORS FL-72078.1 0
4 MULIJON SECTION AND ANCHORING DETAILS sx�r 1 oF 4 �
u — —
t.
c
� �
� „
�yy���yV2� •�■ 3100 STRUCTURAL MULLION LOAD TABLE(PSF) `����`���" � ,.����i��� �
7RBUTARYWIDTH ��0�'•,••• • ����'P��= v°ii
� �' 28• 30' 32" 34' 36" 38• 40' 42" 44• 46" 48' 60" St' �_:� O1 �� '
p•J C ci rMi
76' 64.43 60.62 57.29 54.36 51.7T 49.45 47.35 45.42 43.65 4200 40.48 39.06 36.51 _(�: o �C �c B=�-+n
Z GLAZING GLAZING �N•� o •g� ""m
Q: T2' 7625 71.78 67.8T 64.43 61.39 58.fi4 56.14 53.83 51.71 49.T5 47.93 4624 43.20 � 7 z �j O�N
�� PRODUCT PRODUCT 7p- 83.26 7g.3.q 74.15 70.41 6T.to 64.08 61.33 58.81 56.48 SM1.33 5234 50.49 47.75 �O�'. .�fij; rid. ,°u�m M
Z �� 68' 91.75 85.&5 8123 7716 73.52 70.20 � 6717 61.40 61.84 59.48 57.29 5526 51.60 �i����••..........• •/iy�� �o m m `
o� 84" 1 0.0 103?86 9833 93.42 88.97 84.92 81.23 TI.BS 74.73 71.86 69.20 66.73 . 6278 ''''����1�*111 �```` z o m o
oro z
� 62' 120.00 114.78 108.� 103.23 98.30 93.81 &9.71 85.96 8251 79.32 76.38 73.84 68.71 l �N o
� 60' 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.72 91.38 87.84 84.57 81.53 76.08 � e L m =m o 0
68• 120.00 120.00 120.00 120.00 120.00 115.58 110.49 105.&3 101.55 97.60 93.95 90.56 84.46 � e �a 9 p o`a
66" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 118.05 11294 108.03 103.53 99.38 9202 (y d N� m d a�
Z 64' �20.00 �20.00 �211.00 �20.00 �2f7.00 �211.00 �20.�� �Z0.00 �2�.00 ��6.�0 ���.34 �OCi.$8 98.� 0 4 �
C fi2" 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 11528 1C6.M E oz°
TRIBUTARY WIDTH - W1 t W2 ? � 120.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 720.00 120.00 120.00 115.43 �
2 O qg" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 0 �a
j 46" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
�W���Wz� � 44" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 72�.00 120.00 120.00 120.00
�
rv 42' 120.00 120.00 120.00 120.00 120.00 12(1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 O �o
" 40" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � W=
a � 38' 120.00 120.00 120.00 120.OD 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 120.00 � m Z
0 36' 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 --� �¢
� GLAZING GLAZING Z. 34^ 120.00 1zo.00 120.00 120.00 120.00 i2o.00 120.00 120.00 t2o.00 120.00 120.00 120.00 120.00 � � ¢�
� PRODUCT PRODUCT a^ �y^ 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � � �v
� GLAZING z II 3a" 120.00 120.00 120.00 120.00 12Q.00 120.00 120.00 12q.00 120.00 120.00 120.00 120.00 120.00 � N Z�
�" PRODUCT o 28" 120.00 120.00 120.00 1?A.00 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.00 120.00 �n a jo
�¢ 2E 17A.00 120.00 120.00 12q.00 120.00 120.00 120.00 120.00 120.00 120.00 120.�0 120.00 120.00 �o o ��
�� 24' 120.00 120.00 120.00 120.00 120.00 120.W 120.00 120.00 120.00 120.00 720.00 120.00 120.00 0� � �
o� � INS7RUCTIONS FOR USE OF THE MULLION LOAD TABLE: a ¢a
q 1 DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS �y m
� SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD).
% 2. FOR THE PARTICULAR OPENING, DEfERMINE THE TRIBUTARY WIDTH AND MULLION �
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND �
- TRIBUTARY WIDTH DETERMINATION.
� 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. fN THE FlRST ROW OF THE N�
o TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE �
� MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUfARY WIDTH, READ THE MULLION LOAD W� o
� R.4TING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE �- �
DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. �N �
o �
o�
LL ��
0 0 o a a o
a � » 3
a � �
' FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF ��F Q
a � � THE FOLLOWING: ^o�o ;
n_ m
� 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE p o
€ � ' INDIVIDUAL GLAZING PRODUCT APPROVAL. N^Z °
��:12 11 08 ?
a 2. SUBSi1TUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE Scu�: MS °
� INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m
END AND AT 15" O.C. MAX. SPACING. owc.er: DWS
cwc.er: LFS 3
'o NOTE. A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREV✓S MUST PROTRUDE 7HROUGH T1iE WALL OF THE DRAWINC NO.: �
� MULLION. THIS SEC710N VIEtiY IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED �_12078� �
y SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N
� SMEET Z OF 4 �
d
{___ • 3100 STRUCTURAL MULLION LOAD TABLE(PSFJ ��o°��,,�� �!�R;�., �
� �I � �
w� wz .��C. "� ��� �
rrbeuraRrwwm ,O.•��W •.,yy=- �
� �. 28" 3�° 32" 34�� 3B' 38" 46.• 4Z° 4t�r 46" 48" 50" 54" ���r& o o�J�ci M �
76" 64.43 60.62 57.29 5A.36 51.77 49.45 47.35 ,. 45.42 4365 4200 40.48 39.06 36.51 _�,=j;,� ��( oi d=?4�
Z. GLAZING GLAZING 72" 70.94 67.37 64.29 61.60 59.26 5714 55.17 53.33 St.fi1 49.75 47.93 46.24 43.20 �tl1i; Z 4+?p� m
�1O PRODUCT PRODUCT 70" 73.47 64.82 66.67 63.93 61.52 59.31 57.2A 55.32 53.52 51.83 50.25 48.�6 46.03 %V'�. �y`:�=m�
�� 68" 7fi.19 7245 69.23 66.44 63.93 61.60 59.44 57.43 65.54 53.78 52t3 50.57 47.72 �� ���'•-. . ''�,��� '�� �
J OtD67
o �� 66" 79.t2 75.29 7200 69.t3 66.49 64.05 61.79 59.67 57.70 55.85 54.12 52.49 49.52 ���i�� ��*�P. `����� N>M°i
�� 6 4" ffi.2 8 7&3 7 7 5.0 0 7 2 0 0 6 9.2 3 6 6.6 7 6 4.2 9 G 1.0 7 6 0.0 0 5 8.6 6 5 6.2 5 5 d.5 5 5 1.4 3 ��/�lll 111 � Z o m o
�� 62" 85.71 81.70 78.23 75.W 72.56 fi9.46 66.96 64.p 624fi 60.42 58.52 66.73 53.47 I � v`�o�
� 60" 89.44 85.33 81.70 78.37 75.29 7245 69.82 61.37 6508 6295 60.95 59.08 55.65 t $ � Z o Z v
� 58" 93.51 89.27 85.43 81.51 78.66 75.67 7289 70.31 67.90 6566 69.56 61.a9 57.99 � ° �o �m c w
56" 97.96 93.51 89.d4 85.77 82.29 79.12 76.19 73.47 70.94 68.57 66.36 64.29 60.50 JM a N� m a a�
Z 54" 102.81 �98.08 93.77 89.82 88.20 82.85 79,75 76.86 74.20 71.71 69.38 67.19 63.21 g � �
y52" 108.0� 103.04 98.46 94.Z7 90.42 98.86 83.60 80.56 P.73 75.10 72,64 70.33 6fi.13 € a Z
W 1 t W2 x 50" 113.78 106.42 103.55 99.10 95.01 91.25 87.77 84.55 81.66 7&7T 76.17 73.73 69.29 �w �
TRIBUTARY WIDTH = o qg�• �pp,p0 114.29 109.Q9 104.35 100.00 96.00 92.31 BB.B9 85.71 8276 80.00 77 42 72.73 0° .�rd
� � 46" 1�.00 120.OQ 115.14 110.08 105.45 101.19 97.2fi 93.62 90.25 87.11 84.18 81.44 76.47
� d4" 120.00 120.00 i20.W 116.36 _ 111.d1 106.86 102.67 98.80 95.21 91.87 88.75 85.84 80.56 ��
„, {--W���W2� 4x' 1Z1.00 120.00 12tr.0� 120.00' 117.97 11�.11 109.fi3 tOd.49 100.66 97.09 93.T! 90.67 85.05 0 00
� 40" 120.00 120.00 120.00 120.00 120.00 120.00 115.20 110.77 106.fi7 10286 99.31 96.00 90.OD � W�
� � 38" 120.00 120.00 120.00 120.00 120.00 tt0.00 120.0� 117,73 113.33 70925 105.45 101.90 95.48 � m�
� 36" 120.00 120.00 120.00 120.00 120.00 120.00 1D].00 120.00' 120.00 11&36 " 112.28 108.47 101.59 ��
34" 120.00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 12Q00 119.96 115.64 108.42
� GLAZINC GLAZING Z m ¢�
� PRODUCT PRODUCT a`D 32" 12J.ao 12o_ao 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 12a.00 11s.13 � � o�
d; �� 3P" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � � 2�,�,
GLAZING o 11 p8" 120.00 120.00 120.00 120.00 120.00 120.00 1�.00 120.00 120.00 120.00 120.00 120.00 120.00 F � < ��
PRODUCT �� 26" 120.00 120.�0 120.W 120.00 120.00 120.00 12D.�� 120.00 ]20.00 120.00 120.00 120.00 120.00 � o o jz
�g 24" 12D.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 �I� � �U
� INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. a a
� i. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ��c�
� SPECIFlED BY 7HE BUILDING DESIGNER (ARCHITECT OR EN�INEER OR RECORD).
� 2. FOR THE PARTICULAR OPENING, DEfERMINE THE TRIBUTARY WfDTH AND MULLION �
SPAN. REFERENCE THE SKETCHES ON THIS SHEEf FOR MULLION SPAN AND �
� TRIBUTARY WIDTH DEfERMINATION. �
� 3. IN THE FlRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF 7HE N�
o TABLE. LOCATE 7HE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE '�
MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RCAD THE MULLION LOAO W� o
� RATING GIVEN IN PSF. THE'MULLION LOAD RATING MUST BE EQUAL TO OR GREATER 7HAN THE �
� DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. ���`+ ,�i
00 �
��-
W�
a �
Q o� o �a �
n >> z
a � -- m
9 FOR ANCHORING GLAZING PRO�UC7S TO THE MULLfON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF �,�w Q
d � � THE FOLLOWING: o�o ;
0 1� SUBSTITUTE (1 FOR 1) 1/4'-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN TNE �~p a
� � � INDIVIDUAL GL4ZING PRODUCT APPROVAL. N�z °
oa�:12/11/08 z
Q 2. SUBSTITUTE /�8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE scue NTS �
� INDIVIDUAL GIAZING PRODUCT APPROVAL MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m
END AND AT 15" O.C. MAX. SPACING. owc.er: DWS
d
cnK.e+': LFS 3
- NOTE. A MINIMUM OF 3 THREADS OF THE SELF-ORILUNG SCREWS MUST PR07RUDE THROUGH THE WALL OF THE owwwc No.: �
� MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRA7IVE PURPOSES; OTHER FRAME SECiIONS OF FLORIDA APPROVED FL-12078.1 0
SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N
s+� 3 ov 4 �
� - -
d
i �
� `,,,,,,,,,* „,,�, �
5.5" .375" � A�```��. ••. .�'u�jl�� N v
1— .7575 -^� 1.0" � I �_•'u� o o;��v�
i � �V � � E:Q=z
�N'�7 Z �;�� ��
TT :W•. :yO�� �W
��c rn n �
�'. �''•-.. . �y.`� �a�m
� � 0.75" o � 1/4" MAX.—I ��i��� ..*.p.'``�;`�� N>�m
^ N N ��/I7111111 m V N�_
_� v c� o i 5
.�zs" a=g 9 m �W
� •727� 7-7/4" MIN. ANCHOR TO 2X STUD 6 10 x 1-1 2" a` N"� ��ta
� � CEN7ER HOLE � ) # � a m d a�
' MUST NOT BE ULL 0 EMBED. OR 70 2X BUCK WOOD SCREWS (3/4" « LL
USED WHEN USING �� n USING #10 X 1-1/2" MIN. EDGE DISTANCE ` c? �
MAT'L: 6063-T6 WOOD SCREWS � ; °
CONCREfE SCREWS "� „ ��
� � 2X MAT�L: (SPRUCE- n �d �
� PINE-FIR) G=0.42
^ OR BETTER
� Z
�v-1 '� �J
3 � - 1-3/8" MIN. � Z¢
m MULLION ANCHOR BRACKEf 50-2722 1/4" MAX.--I EMBED. � o�
MAT'L. 6063-T6 ° � J Nz
a � .
� (4) 1/4" x 2-1/4" ELCO ULTRACON � N o=
CONCRETE SCREW � Q �c�
a , (2.5" MIN. EDGE DISTANCE) �o � �¢
o ANCHOR THROUGH 1X BUCK �lo 0
; USING 1/4" X 2-1/4" � "� a
� CONCRETE SCREWS 3,000 PSI CONCREfE °- a
•; CONFORMING TO ACI HORIZONTAL ALUMINUM MULLION ��m
o a ' ° 301 OR HOLLOW (UNDER SEPARATE APPROVAL)
BLOCK CONFORMING
� TO AS7M C90 �
�
� -----------------
� 0 1-1/4" MIN. ^
� o � EMBED. -- - --- - - - N� z
3 W� �
`�, m � n (4) #10 X 3/4" � � � GOALPOST o� �
J SHEEf MEfAL SCREWS �� BR,4CKET w�
8X34" SMS 8X34" SMS � � � ¢¢
� # � � (1/2" MIN. EDGE DISTANCE)
a ��4„ MAX -� � � 3100 MULLION j? Z
c '' 4 "-� �
,�w
a ° MULLION TO MULLION ANCHORING �o o �
�
9 �� �
'C Z
N^Z V
€ ANCHOR TO MASONRY ° a
z � 0 USING 1/4" X 1-3/4" a (4) 1/4" X 1-3/4" ELCO ULTRACON °A�`�2 ����8 �
a CONCRETE SCREWS CONCREfE SCREW � P11� �
� �
w (2.5" MIN. EDGE DIS7ANCE) owc,ar: DWS m
Fi d CHK.BY: LFS ;
o BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING a 3,000 PSI CONCRETE CONFORMING DRAWINC N0� �
TO ACI 307 OR HOLLOW BLOCK FL-12078.1
FOR CONCRETE SCREW CONNEC110NS AND FOR WOOD SCREW APPLICATIONS o
� SMS SCREW (MUIL TO MULL) CONNECTIONS CONFORMING TO ASTM C90 N
sH�r 4 oF 4 �
� — —
�
�