HomeMy WebLinkAbout14-15769r �
- �� CITY OF ZE HYRHILLS
5335-8 STREET
(si3)�s -0020 15 69
: BUILDIN PERMIT
PERMIT INFORMATION LOCATION INFORMATION
\ Permit Number: 15769 Address: 38750 HENRY DR
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: PARK HILL
Est.Value: Parcel Number: 02-26-21-0180-00000-0150
' Improv. Cost: 4,463.00 OWNER INFORMATION
Date Issued: 11/18/2014 Name: HODGES PERRY& NICKENS INA I
Total Fees: 90.00 Address: 38750 HENRY DR
Amount Paid: 90.00 ZEPHYRHILLS FL 33542-2681
Date Paid: 11/18/2014 Phone: (813)363-2891
Work Desc: REPLACE 10 WINDOWS SIZE/SIZE
CONTRACTOR S APPL-ICATION FEES
WINDO W R D F AMPA AY LLC BUILDING FEE 90.00
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Ins ection Re uired �
FOOTER 2ND ROUGH PLUMB ISC INSULATIO EILIN
FOOTER BOND DUCTS INSULATED EWER MISC.
ROUGH ELECTRIC LINTEL ISC MISC.
�� 1ST ROUGH PLUMB PRE-METER I SULATION WALL MISC.
DUCTS INSTALLED WATER ISC DRIVEWAY
' PRE-SLAB SHEATHING ISC. MISC.
CONSTRUCTION POLE FRAME ISC. MISC.
REINSPECTION FEES: Reinspection fees will comply ith Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following re sons: a)wrong address b) condemned work resulting
' from faulty construction c) repairs or corrections no made when inspections called d)work not ready for
inspection when called e) permit not posted on jo site fl plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that
may be found in the public records of this county, and ther may be additional permits required from�other governmental
� entities such as water manageme t, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice f commencement may result in your paying twice for
�� improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
I� before recording your otice of commencement."
Complete Plans,Specifications Must Accompany Appl cation.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
I�
CONTRACT R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CAR FROM WEATHER
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' City of Ze hyrhills
BUILDING PLAN VIEW COMMENTS
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Contractor/Homeowner: ,J/1�l/(rC/ CJ���'+ �
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Date Received: 3 `�
Site: � 1�`�1D ��'
.
Permit Type: �'� (�t � ��CC�. s(ZQ�1S�
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Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑
This comment sheet 11 be kept with the permit and/or lans. '
►
6' �✓�
Kalvi wit r— s Examiner D e Contractor and/or Homeowner
(Required when comments are present)
� — --- - - - -
�.�ty v� c=cNny��i no rClllul H�,�JIICa❑Ofl F�x-813-780-0021
� Buttdi g Department � ' '
,Date Re�elved -' 't,s :,,.::,y,..,,.:_
Phone Contact f r Permitting �..� G,�"�"�'Q `�'�.
,Qwner's Name � r a a` Owner Phone Number
Owner's Address ,� �5�� � � r Owner Phone Numbe'r �� �
Fee 8imple Titleholder Name Owner Fhone Numbe'r �Y �
Fee Simple Titleholder Address
JOB ADLIRESS � 7�O rn� LOT# ��
suBaiv�s�arv V' �� l~�;1� � PARC�L Ib# Q�-��-a? - G/�d- �a a a o -- �/s'o
(OHTA(NED FROM PROPERTY TAX NOTICEj
WORK PROPOSED e NEW CONSTR 8 ADD/ALT � SIGN � � DEMOLISN
INSTAL.Z REPAIFt
` PF20POSED USE � 5FR � GCiMM , � :OTHER -
� TYPE OF GQNS7RUCTION � BLOGK C] FRANIE � STEEL Q
i � . . .f4 , r '" '' ' 4 ., I � �.. _ .' F '
DESCRIP710NOFWOF2K ���ov: t� J� �1� o�a �it� �r J�11G
BUtLDiNG SIZE � � SQ FOdTAGE " HEIGHT ���,_� -
�BUILDING � �LjJ�� VALUATION F TQTAI.CONSTRUCTION ,
l 6r
� �� AtvfP SERVIC � PftOGRESS ENERGY � W.R.E.C.
ELECTRICAI. $ ...—...--
�PLUMBiRlG $ C�
��� , : ���
OMECHANlGAl.. $ VALUATION 11+iEGHANlCAI:.1NSiALlATION �`
I
OGAS 0 ROOF(NG 0 SPECIAL Y � t7TNER
FlNISNED Fl.00R E�EVATIONS � FLOOD Z PIE AF2EA �YES NO
�
� // 7 �-�-
BUiLDEi2 s�,, CO1N ANY '��� ot,,/ -+�'`��r/ u� �� �I' �
SlGNATURE REGiS ERED Y N FEE CURREt� /N
Address 0 /'.�'s�in/I� � ' License# ..��G ���f'�
Ei.ECTRiCtAN COM ANY '
SlGNA3llRE REGtS ERECI —�.Y I N �EE Ci1RREh Y I N
Address Llcense# � �.
PLUMBEi2 COM ANY �
SIGNAiUF2E �e�is �t�e� Y! N FEE CURREh Y I N
Address License# �-- �
MEGHANICAL COM ANY
SlGNATURE. ReGJS EReo Y( N. FEE CURRER Y I N
Address License# � �
OTHER �� caM ANY
SIGNATURE f?eGls ERED Y 1 N FEE CURREh Y t PJ
Address License# �� �
RESiDENTtAI. Attach{2)Plat PEans;(2)sets of Build'+ng Plans;.(1j set`bf nergy Forms;Ft-O-W Permit for new consiruction,
Minirrium ten(1�)working days aEter submittal date. Requ red onslte,Canstruclion Plans,Starrnwater Pians wi Siit Fence insta!led,
Sanitery Facilities 8�1 dumpster;Sike Work Permit far sub ivisions/large projects
GOMMERClAL Attach(3}complete sefs of Building Plans plus a LiFe Safe y Page;(1}set af Energy Forms.R-O-W P'ermit for new canstructlon.
Minimum ten{10)working c�ays after submittaf dafe. Requ rzd onsife,-Construction Pians,StormwatecPVans w!Siit Fence"instaited, _ -
Sanitary Facilities& 1 dumpster.Site Wark Permit fo�all n w projects.All commerciai requirements must meet compliance
SiGN PERMII' Atfach(2}se#s of Engfineered Pians.
*`"'*PROPERTY SURVEY required€or aii NEW oonstructio .
Directions:
Fi}!out appfication campletely.
Owner&Contractor sign back of application,natarized
if over$2500,a Notice af Commencement is required. (A/C upgrad s over$7500)
** Agent(for the contractor)or Power of A#torney(for the owner)would be s meone with notarized letter from owner authorizing same
OVER TNE CQLlNTER PERMITTiNG (FronE of Appiication Only}
Raroofs if shingies Sewers Service Upgrades AtG �ences{Pi ttSutveyiFootage}
Driveways-Not over Counter if an public roadways..needs ROW �
Nt7TICE O� DEED RESTRtCTtONS: The undersigned�understands that this perrnit may be subject to"deed" restrictians"
which may be more restcictive than Caunty regulatians. The undersigned'assumes respansibility for compliance witli any
applicable deed restrictions. .
UNLICENSED CONTRACTORS AND CONTRACTOR FtESPONSIBILITIES: If the awner has hired a contractor or
contrackors to undertake wark, they may be required to be licensed in accordance v�rith state and locai regulations. If the
canfractar is not licensed as required by taw, both the awner and contractor may be cifed far a misdemeanor violation
� under s#ate law. If the owner ar intended contractar are uncertain as fo;what licensing requirements may apply�for khe
li in�ended work, they are acfvised to canfact the Pasco County 8uilding Inspection Division—Licensing Se'ctian at;727.,=847=�..�' �`��
8009.= Furthermore, if the owner has hired a contrackar or contrackors; he is advised to have the'contractor(s)� s'ign�. �:
poetions of the "contracCor Block" of #his applieafion for t+vfiich they wi11 b� resportsible. 1f you, as tfie owner 5ign as:Ehe
confracfor, fhak may be an indication that he is not properly licensed and;is not erititled to ermittin rivile es in Pasco
P 9P 9
' County. , �
I TRANSPORTATtQN IMPACTlUTI�ITIES 1MPACT AND-RESOURCE RECOVERY FEE�; The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply�to the construction of new buildings, change of
use in exisfing buildings, or expansion of exisfing buildi�tgs, as specifisd iin Pasco County Ordinance number 89-07 and
�I 90-07, as amended. The undersigned also understands, that such fees,;as may be due, will be identified at the time of
permitting. It is further unders#ood that Transportation Impact �ees and Resource Recovery Fees must be pai� prior to �
receiving a "cerfificate of occupancy" or finai power release. lf the project does not irivalve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if F'asco County WaterlSewer lmpact
fees are due, they must be.paid priar#o permit issuance in accordance vuifh applicable Pasco County ordinances..., � .
CONSTRUCTION L:IEN LAW(Chapter 713, Florida Statutes; as amend,ed): If valuation of work is $2;500;00 or`more, l , .
certify that 1, the appfRcant, have bsen provided with a copy. of the ".Flaricfa Construc�ion Lierf Law=Nomeow�ter's ,
Protectian Guide" prepared by the Florida Department af Agriculture and.;Consumer Affairs. If the applicant is someone
other than the 'bwner", I certify that ! have obtained a copy of the;above descrEbec! documenE and promise in good faith to �
deliver it fo fhe"owner" prior to eommeneement.
CONTRACT�R'S/OWNER'S AFFIDAVIT: ( certify that al) the informatiori in this application is accurate and that all work
will be done in compliance wi#h�a#I appiicable laws regulating consfruction, zoning and land development. Appiication is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced priar to issuance of a permft and that all work.wilf be per,formed to meet standards of all laws regulatirig
construction, County and City cades, zoning regulations, and land develapment regulations in the jurisdiction. I also
certify khat I understand thaf the regulations of other government agencies may apply to.the inkended wo�k, and tliat it 4s
my responsibiiity to identify w�at acfions I must take fo be in compliance. Such agencies include but are riot tiinited to:, �,
- Department af Environmental Protectian-Cypr.ess Bayheads,;Wetland Areas and Environmentally. Sensitive :
�artds, WaterlWasEewater Treatmenf. � - � "
, .
- Sauthwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses. , ,
- Army Corps oF Engineers=Seawalls, Docks, Navigabfe Vllaterways.
- Departmenk of Health & Rehabilitative Services/Environmer►tal Healkh Unik-Wells, Wastewater Treatment,
Sepfic Tanks. , ' �
- US Environmental Frotection Agency-Asbestos abatement. �
- Federai.Aviation Aut�i�rity-Runways. .�
�, I understand that the following restrictions apply to the use of fill:
' - . Use of fiN is nat aflowed in �lood Zc�ne"V"unless expressly permitted.4 . -
', - (f the fiil maferiai is to be used in Flood Zane "A", it is understood fhat �a d�ainage �plan addressing a
"campensating volume" will,be submitked at time of.permitting which is prepared by a professiona!,�ngineer
iicensed by fhe S#ate of Florida. ' i .
- If the fill material is to be used in Flood Zane "A" in ,cannection with a permitted building using stem walf
construction, 1 certify that fill will be used onfy#o fift the area wifhin fhe stem watl. �
- . If fill material is to be used in any area, I certify that use� af such fill will not adversely affect adjacent
properties. If use of fiA is found to adversely affect adjacent properties, the owner may be cited €or violating
il the conditions of the bui(ding permit issued under the attached permit app(ication, for (ats less than one (1)
acre which are elevated by fill, an engineered drainage plan is;required. '
; If 1 am fhe AGEN�"FOR THE OVI►NER, ! promise in good faith ta inform tiie owner of fhe permit#ing candititins set farth in
this affidavit prior to commencing construction. I understand #hat a separake permit may be required for electrical work,
�Ipfumbing, s'sgns, wells, poals, air conditioning, gas, or other installations not.specifically included in the applicafion. A
, permit issued shall be construed to be a license to proceed wikfi the work and not as aukhority�€a;violate, cancel, alte�, or
' sek aside any provisions of the technica! codes, nor shall issuance of a permit prevent the�Building Official from thereafter
requiring a correcfion of errors in plans, constructian or vio(ations of any c.odes. Every. permit issued shall becorne invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work autho"rized �y
the permi# is setspended or a6andoned fo�a perioc! of six (6}months aFEer�th�time the work is commenced. An exfension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90)'days and wil! demonstrate
}ustifiable cause far the extension. If work ceases for ninety{90)consecufive days, the job is cansideeed abandoned.
WARNING TU OWNER: YOUR FAILURE 70 RECORD A NOTICE OF COMMENCEMENT MA.Y RESULT IN YtJ.UR
PAYING TW10E Ft16Z IMPROVEMENTS TU VOUR PR4PERTY. IF YaU INTEND TO t�BTA1N FlNANCING, CONSU�T
WITH YClUR LENDER OR AN A`TTORNEY BEFOR� RECORDING YOUR NOTICE OF COMMENCEMEN`['.
Fl.C1F2tQA JURAT{�:5.917 Q3} - -- --
OWNER OR AGENT � CONTRACTOR
Subscribe sworn to{or a ed}be re me this Sabscribed end swom ta{ar a�rmed}before me th9s
l4-��� �l ����� br :
Who is/ar rsonally know to me or has/have oduced Who Is/are personally known to me or has/have produced . �
as identlffcafi . as identificatian.
�{ ��Notary Public ._ IVotary Pub�ic
;.
Co slon a. ' Commisslan No, �
,�� ``�PYIIb� JACQU U��OGE�.
'�`' Name of Notary fyped,prinfed or sfamp�d
Narrie� �t}� '
rr% -
�: ._, :,; E�cpires December 12,2014 ,
.. . � '%k.fl"nay°:��� Bwbed11ru7tv/Fdnlns�radx800,185�7019
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/� Permit Number ----- - -----_.------------ --__
Property{d Number , z,-2C„-�} -ca t tz� --�.�on.vo!�y aEy Rcpt:1637215 Rec: 10.00
DS: 0.00 IT: 0.00
1i( Q T/' C E C? F C Cl lt/I,M E,l�( C',E'Nf,E �''" 10/22114 K. I7cCutcheon, Dpty Clerk
State of Florida
Counfy 4f '�?�SC-u
THE UNDEF2SIGNED hereby gives notice that impravements will be ma e to certain real praperty,and in accordance with Section 713 13 of the
Florida Statutes,the following informakion is provided in this NOTfCE OF CQMMENGEMENT.
1.Description of property(legai description): ►�h�,k�ai,� �;;,, L,� �r � �.C,T15 PRULR S 0�NEIL,ph D pq5C0 GLERK & COMP7ROLLER
a.)Street(job) Address: 3�;�50 l-1��.,�Dr ZC-�tryR► �t,�5, �'l.. �3.�5�(Z 10�22/14 22:27 m 1 of 1
2.Genera[description of improvements: ReplacementlNindow In fal(ation. �� �� ���� PG ����
3.Owner lnformation or Lessee information if the Lessee confracted for the improvement:
a.)Name and address. ���R 2}� I�o�G=� 3�s"7�o 1-��,�rz '�� . Z��t��=i2.Z�iLL,� �-�... �35�2
b.)Name and address of fee simple titiehoider{if different than Own r listed above}
c.)Interesk in property� Owner
4.Contractor fnfwmation
a.)iVame and address. Stev�n trwin Rogi1{io 5910-B Srecken idge Pkwy Tampa,FL 33610
b.)Telephone No.. (866)946-3189 Fax No .(option I)
5Surety(if applicable,a copy of fhe payment band is aftached}
a,)Name and address;
b.}Telephone No..
c.)Amount of Bond: $
6.Lender
a,)Name and Address
b)Telephone No.:
7.Person within the State of Florida designated by Owner upon whom notices or other dacuments may be served as pravided by SecEian
713.13(1)(a)7.,Florida Statutes:
a.}Name and"addzess:
b.)Telephone No: Fax No..(option I)
8.a.In addition to himself or hersetf,owner designates of
•to receive a copy af the Lienor's Notice as provided in Section 713 1 (1}(b),Flarida Statutes.
b.�Telephane No.: Fax No.:(optian !)
9.Expiration date of notice of commencement(the expiration date ma not be before the completion of constructian and final payment to ihe
contractor,but wil!be 1 year from the date of recording unless a diffe e�t dafe is specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY 7HE OWNER AFT R 7HE EXPIRATIQN OF THE NQTICE�F COMMENCEMENT ARE
CONSIDERED lMPROPER PAYMENTS UNpER CHAPTER 713,PART ,SECTIdN 713.13,FLQRlDA STATUTES AND CAN RESULT!N YOUR
PAYING TUVICE FOR IMPRC}VEMENTS TQ YdUFt i'ROPEF2TY.A NOT[ E OF COMMENCEMENT MUST BE FtECORDEt}AND POSTED ON
THE INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSUL YOUR LENDER OR AN ATTOF2NEY BEFORE GOMMENCING WORK
QR f2ECORDING YOUR NOTICE fl�GQMMENGENIENT.
Under penalty of perjury,(declare th t 1 have read the foregoing notice of commencement and that the facts stated therein ere true to the best of
m kno edge and beli f.� � ,{
/' � f.�R1C'7''.7 t�E.e=s
(Signal f Owner or Lessee,or Owner's or Lessee's(Aulhorized Officer/Dlreclor/Partn dManager) (Prinl Name and Provide Signatory's Title/O�ce)
The foregoing j,nsfrumenf was acknowledged before me this � 6�� day oF S'��°�L'>'''�'-�- Z°%`f�
by �l�.r�,� ���(� 2S (type of aulhoriry,e.q.Wstee,altomey in fact)
far , s
(Name of Person) (type of aulhority,e.g.trustee,atfomey in fact)
fo� (name of rty on behalf of whom inslrument was executed) ,,�
� ����� �
Personally Known � Produced ID �
Type of ID rLt�G'' Notary Sign ture „
Print N me ��`ri�`r��=--�---°--�j�:'"'���-S � � �SS�.���- JGtfiC{�
c�
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`;�;�`.;�;' �-��o��A��r�r���E
'�� :"c MY COMMISSION iF EE201Qi 7
'�.*t,.�' ����ES r�ay z2.2oza
(4D7)398-0163 FlorldaWC�4�YServrCO.com
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STAT��J� FLOfta�t�, C�U�TY�F P,4SC� � � �
.m .,�,w�,--�� �"g��
THIS IS TO CERTIFY TH�T THE FOREGOING IS A �'�`6 • ° -�a�
TRUE AND CORRECT COPY QF THE DOCUMENT �� � � ���Q°� '�°
/� ��'� •��y
ON FILE OR OF Pl1BLIC RFCORD IN THIS OFFICE ,�' �:°�%� ��
WITNESS MY HARD AND OFFICIAL SEAL THIS t� 0. � -��' � �
. � E��,� ,. �
o �.,. ��� �
�c Z DAYOr � 2�` �'� ': ��'`�::._�-;���
PAULA S. 0'NEIL, CLERK� 0� PTROLLER �� ,� � �;�;�,� �
s ��� ;���' i
BY DEPUTY CLERK �°��° ' :F"''• • �� "
�ory�� .�}" - �� '� �
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- � � �' ' - Vl/indow and Sliding
�
' ; an�a aeYg�� Patio Door Contract
. I Su''�`�' � ��D'"" �I/ ^ Showroom 5910-B Breckenridge Prkwy.
• - FL Contracor's License�SCCi 1151189 Location: Tampa,FL 33610
1.866.WIND.189 866-946-3189
Name Err' es e-nnni�. Home Phone �/3-70% e7
. Address ,38 �s o Ry Customer ID#: d�L u Work Phone
Ci /SUZip 2 r�(�/ /�L 33.5" L Cell Phone
Windows 0 ta ions
Series ModelF ��lHalfScreen $10 �¢$�
Double Hung Full Screen $22
6000 ,DH WeIdlWeld 0501 $240 /d Double Locks(>30"wide) $9 cTy'
6000 DH WeIdNJeld 05otHP $260 iOr"Argon Gas $21 :e�
' (Oversized Windows) �l,�'Foam Insulation Wrap $12 �S/
• 3000 DH Weld/Weld 3001 $200 ,�aoe /v flP Rated Glass N/C INC.
(Premlum Grade) Beige Color�nyl $32
Other Styles Wood Grain-Inside Surface $90
Picture Window-3004 $329 SolarZone LE-Glass(App�.30) $45
2 Lite Slider-3002 $329 /v Low-E Elite Glass(App—,21) $65 t�
3 Lite Slider-3003/3009 $520 �Tempered Glass Sq Ft. $7 /Sq.ft �_��
Casement/Awning�nad cna�ye eebw� $289 _L Obscure Glass $30 �
NON 3000 Series Windows-Add $40 �v Lifetime Glass Break Warranty $25
Special Shape W/Operating Sash $559 Oriel/Cottage Style 60/40 $26
Specialty Windows Coloniai/Contoured Grids $37
� $ Exterior Color w/Full Screen $150
$ Value Plus Pack-VPP $59
$ /� Ener Star Pack-ESP $79 �
$ Additional Labor Charqes
$ /0 Remove Aluminum Window $50 �<<'
$ Remove Steel Window $70
$ Installation-Exist.Wood Sashes $60
$ Installation-Base $30 �
$ /o Installation w/Block Bore-Tapcon $59 ���'
$ Installation w/J-Channel $59
PRE 1978 BUILT HOMES(Federal Lead ontainment Law) Installation-Recess w/JCH or BBT $70-
My Home Was Built In The Year Initials: � �Structural Mullion for multi-unit $90 ��
DOORS Install Exterior Capping $125
51 i Series Patio Door 5'-51 i5-6'8" $950 Install Custom InUExt Trim $40
51 i Series Patio Door 6'-51 i6-6'8" $1,011 Repair Sill OR Jamb PER FT $15
51 i Series Patio Door 8'-51 i8-6'8" $1,195 2nd Story Charge $10
SolarZ LE Glas/Argon-Per Panel $70 Bay Window Finish&Trim $300
SolarZ LEE Giass/Argon-Per Panel $90 Door Jamb/Concrete Sill Cutback $110
Decorative Grids-Per Panel , $60 $_
- Vinyl Color Beige-Per Panel $75
The buyer Is responsibie for the removal and re-installalion of any exisGng security system,6urglar 6ars or A!C units and tor removing all window
coverings and/or obstructions prior to installa6on.AddiUon I charges for removing items are at lhe following rates:A/C Unit-$50;CuAains/Blinds-
525IWindow; FumiNre-$10Atem;Shutters-$50 pair. INIT:
'Window World agrees to install windows and doors as not d above and on the atlached order fortn and to pertorm other services as specified above lor the price quoted on
this(orm. No other promises,expressed or implied,are m de except those ezpressed in writing on this agreement.
'il Window World seeks legal counsel to enforce obligation under this contract,Customer agrees to pay reasonable attorneys fees and costs.
You the buyer may cancel this trans ction at any time prior to midnight of the third business day after the date oT this
transaction. Notice of cancellation mus be in writing postmarked no later than midnight of the(ollowing third business day.
THIS S A CUSTOM ORDER NOT FOR RESALE!
No extra work if not in writinq! Customer Agrees to the terms oi payment as follows�•/
Total List Price $ 'T�cjs
• Trip Charge and Administrative/Site Setup Fee$100 $ 100.00
Site Specitic Engineeringl Fee$200 $
Fire Marshall Plan Review(St.Pete Only)$55 $
$�� Permit+$119AcquisitionFee $ Z,2
` Total Amount $ 3
CK# .��` Custom Order Deposit 50% $ ZZ 3/••�
Balance Paid to Installer upon Completion $ Z Z3/zs-o
WINDOW WORLD Amount Financed $
CARE�
Loan Approval#
""""'°""- Round Up&Contribute to St.Jude$
VISA AMEX ' M/C DISC N Exp.Dale Sec.Code
3E� �/�'/j` 1��r�.�it� �'
Emp.# Estimator at Owner �— Date
W ifMow Worid ol Tampe Bay,LLC O/b/a Window Work,WmIE o1 Windows
WNIeCopy-Onginel VaMwCopy-CuSiomer Owner Date
�
HT to Highest Sill- �a '' YR BLT- �(Y Wall Thickness- �`` �,yIl�D 0 W AND PATIO D O OR ORDER �FO1�Mr1
�� Window World of Tampa Bay-5910-B Breckenridge Pkwy- Tampa-FL-33610
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�'�':?:. =� '_!'-' ^ FL# FL11720-R11 � ,� ��
G.�-�::�'��=��:.�-=��,�_ OF-'���-JY
Application Type Revision NP
Code Version 2010 P��Ns E�����ER LL� -
Application Status Approved ��
Comments �
Archived �;�'
Product Manufacturer Associated Materials Inc. -
Address/Phone/Email 3773 State Road ���r��
Cuyahoga Falls,OH 44223 ""��nV�`p
(330)922-2108 ���p���j,����
mfernbaugh@alside.com -�(,E�,�C E�L�$� �,�,����
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Authorized Signature Vivian Wright '`-�l.. '���'i
rickw@rwbidgconsultants.com ����, ��
Technical Representative
Address/Phone/Email
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 -Lyndon F.Schmidt,P.E.
the Evaluation Report
Fiorida License PE-43409 �
. Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiretion Date 12/31/2014
Validated By Ryan.J. King,P.E.
;�/,I Validation Checklist-Hardcopy Received
CertiFicate of Independence FL11720 R11 COI Certificate of Indeoendence odF
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
ANSI/AAMA/NWWDA 101/I.5.2/A440 2005
ANSI/AAMA/NWWDA 101/I.5.2/A440 2008
ASTM E1886/E1996 2002
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 05/O1/2014
Date Validated OS/OS/2o14
Date Pending FBC Approval OS/06/2014
Date Approved 06/23/2014
Date Revised 07/03/2014
Summary of Products
FL# Model,Number or Nam Description
11720.1 a. Model 0201 Extruded Vinyl Double Hung Window"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI1720 R11 II INST 11720.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 11720.1 for Design Pressure Rati gs,any FL11720 R11 AE Eval 11720.i.�df
additional use limitations,installation instructions a d Created by Independent Third Party: Yes
product particulars.
11720.2 b. Model 0301 Extruded Vinyl Double Hung Window with Nail Fin-"Non-
Impact" _
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 Ril II INST 11720.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 11720.2 for Design Pressure Rati gs,any FL11720 R11 AE Eval 11720.2.odf
additional use limitations,installation instructions a d Created by Independent Third Party•Yes
product particulars.
11720.3 c.Model 0401 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use . Installation Instructions
Approved for use in HVHZ:No FL117Z0 R11 II INST 11720.3.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 11720.3 for Design Pressure Rati gs,any FL1172� R11 AE Eval 11720.3.odf
additional use limitations,installation instructions a d Created by Independent Third Party:Yes
product particulars.
11720.4 d. Model 0501 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 R11 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 Rati gs,any FL11720 R11 AE Eval 117Z0.4.�df
additional use limitations,installation instructions a d Created by Independent Third Party:Yes
product particulars.
11720.5 e.Model 0501 HP Extruded Vinyl Double Hung Window-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R11 II INST 11720.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 11720.5 for Design Pressure Rati gs,any FL11720 Ril AE Eval 11720:S.odf _
additional use limitations,installation instructions a d Created by Independent Third Party: Yes
product particulars.
11720.6 F. Model 0601 Extruded Vinyl Double Hung Window-"Non-ImpacC'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R11 II INST 11720.6.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party• Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 11720.6 For Design Pressure Rati gs,any FL117Z0 R11 AE Eval 11720.6.odF
additional use limitations,installation instructions a d Created by Independent Third Party: Yes
product particulars.
11720.7 g. Model 8001 Extruded Vinyl Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 Ril II INST 11720.7.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
http://www.floridabuilding.org/pr/pr_app_dtl.aspx? aram=wGEVXQwtDquzHEnMXJwe... 7/29/2014
�—
Florida Building Code Online Page 3 of 4
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
" Other:See INST 11720 7 for Design Pressure Rati gs,any FL11720 Ril AE Eval 11720 7 odf
additional use limitations,installation instructions a d Created by Indepentlent Thtrd Party: Yes
product particulars.
' 11720.8 h.Model 9001 Extruded Vinyl Double Hung Window-"Non-ImpacY'
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R11 II INST 11720.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 11720.8 for Design Pressure Rati gs,any FL11720 Ril AE Eval ].1720.6.�df
additional use limitations,installation instructions a d Created by Independent Third Party: Yes
product particulars.
- 11720 9 i. Model"i"201 Extruded Vinyl"Tilt"Double Hung Window-"Non-Impact"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R11 II INST 11720.9.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 117Z0.9 for Design Pressure Rati gs,any FL11720 R11 AE Eval 11720.9.ndf
additional use limitations,installation instructions a d Created by Independent Third Party: Yes
product particulars.
11720.10 j.Model"i"-201 Extruded Vinyl"TiIC'Double Hung Window-"ImpacC'
Limits of Use Installation Instructions .
Approved for use in HVHZ:No FL11720 R11 II INST 11720.10.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: See INST 11720.10 for Design Pressure Ra ings, FL11720 Ril AE Eval 11720.10.odf
any additional use limitations, installation instructio s and Created by Independent Third Party: Yes
product 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 FL117Z0 Ril II INST 11720.11.�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 11720.11 for Design Pressure Ra ings, FL11720 R11 AE Eval 11720.11.odf
any additional use limitations,installation instructio s and Created by Independent Third Party:Yes
product particulars.
11720.12 I. Model V121 Extruded Vinyl Twin Double Hung Window with Integral
Mullion and Nail Fin-"Non-ImpacC'
_ Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 R11 II INST 11720.12.odf
Approved for use outside HVHZ:Yes �Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party• Yes
Design Pressure:N/A Evaluation Reports
Other: See INST 11720.12 for Design Pressure Ra ings, FL11720 R11 AE Eval 11720.12.odf
any additional use limitations,installation instructio s and Created by Independent Third Party: Yes
product particulars. _
11720.13 m. Model 3001/3B01/3 O1/ Extruded Vinyl Double Hung Window-"Non-Impact"utilizing
3AB1 the"Sm-Sm"Sash -
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11720 Rll II INST 11720.13.odf
Approved for use outside HVHZ:Yes . Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 11720.13 for Design Pressure Ra ings, FL11720 R11 AE EVAL 11720.13.odf
any additional use limitations,installation instructio s and Created by Independent Third Party: Yes
product particulars.
� 11720.14 n.Model 3001/3B01/3 1/ Extruded Vinyl Double Hung Window-"Non-ImpacY'utilizing
3A81 the"Sm-Med"Sash
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11720 R11 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
Other: See INST 11720.14 for Design Pressure Ra ings, F�11720 Ril AE EVAL 11720.14.odF
Created by Independent Third Party: Yes
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Florida Building Code Online Page 4 of 4
any additional use limitations, installation instructio s and -
product particulars.
� t3aCk Next
Contac[Us::1 4 N M r e T II ha FL 32 Phone:850-487-1824
The Sta[e of Florida is an AA/EEO employer ' h 2 7- of FI ri Privaa Statemen[ Accessibiiitv S[atement Refund S[atement
Under Fiorida law,email addresses are public records.If you do ot want your e-mail address reieased in response to a public-records request,do not send
elecVOnic mail to this entity.(nstead,contact the oKCe by phone r by[radi[ional maii.If you have any questions,Please contac[850.487.1395.•Pursuant to
Sec[ion 455.275(1),Florida S[atutes,effective OQOber 1,2012,lic nsee5 li[ensed under Chapter 455,F.S.must provide[he Department with an email address if
[hey have one.The emails provided may be used for o�cial com nication with the licensee.However email addresses are public record.If you do no[wish[o
supply a Oersonal address,please provide the Department wi[h an e ail address which can be made available[o[he public.To determine if you are a licensee under
Chap er 455,F.S.,please click here
P oduct ApprovalACCepts:
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R R W Buildin Consultants, Inc.
, Vy Consulting and Cngineeri g Services for the Buildin�IndustrY
BP.O.Box 230 Valrico,FL 33595 Phonc 8t3.659.9I97
cPlorida Board of Professional B gineers CertiFicate of Authorization No.9813
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Product Sub Category Manufacturer Product Name
Category
Assoclated Materials Inc. Model 3001/3801/3A01/3A61
Window Double Hung 3773 State Road Extruded Vinyi
Cuyahoga Falls,OH 44223 Double Hung Window
Phone 330.922.2108 "Non-Impact"
Scope: Product Evaluation report issued by R W Building Consulta ts,Inc.8�Lyndon F.Schmidt, P.E.(System ID#1998)for
Associated Materials Inc.,based on Rule Chapter No.61 G2 -3,Method 1 D of the State of Fiorida Product Approval, Dept.
of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P E.do n t have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other enti y involved in the approval process of the product named herein.
Limitations: -
1. This product has been evaluated and is in compliance with the 2010 Flo ida Building Code structural requirements excluding the"High
Velocity Hurricane Zone".
' 2. Product anchors shall be as listed and spaced as shown on details.An hor embedment to base material shail 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 show for 2X buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-11720.14 req ire further engineering analysis by a licensed engineer or
registered architect.
' 6. See drawing FL-11720.14 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratorv Siqned bv
ATI D2492.02-501-47 R3 AAMA/VVDMA/101/1.S.2/A440-08 Architectural Testing,Inc. Lynn George
ATI D3073.02-109-47 AAMA1V1/DMAl101/I.S.2/A440-0$ Architectural Testing,Inc. Michael D.Stremmel,P.E.
ATI D3479.02-109-47 AAMPJWDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Michael D Stremmel,P.E.
ATI D4961.02-501-47 AAMAANDMA/101/I.S.2/A440-OS Architectural Testing,Inc. Lynn George
2. Drawinq No. Prenared bv Siqned&Sealed bv
No.FL-11720.14 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.
, Buck Anchoring RW Building Consultants,Inc.(CA#9813 Lyndon F.Schmidt,P.E.
4. Qualitv Assurance
Certificate of Participation issued by Architectural Testing, Inc.,certifyin that Associated Materials Inc,is
manufacturing products within a quality assurance program that compli s with ISO/IEC�.1.7020-and�Guide:53
�, �., �. ;y.�
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_" `S,.' ...` ..4 ��!^
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- • Lyndon F.Schmidt,P.E.
- �` � FL PE No.43409
:�'. _
_ - " ��•- •� 4/30l2014
PF 1273 Sheet of 1 , - -
_ ' ,X ,''�..
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4B'MAX.O.A.
�� :.�:;. ; ASSC�IATE D MATE R IALS �FRAME WIDTH� �
n p o •
,.. .�: '.,<; ., ' I N C O R P O R A T e D , ?^n=m�. �
3773�STATE�ROAD ���o - Z
CUYAHOGA FALLS,OH 44223 ��� ��� o=N w _
�om -o� a
N>.� .
Zom
/ m °u� • a�lC '�
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I�ODE! 3001/3BQ1/3�401/3�A�1 a 9 m° os�LL
X � °�_ �
a mda m°o
EXTRUDED V1�11Y1 � ' � °� j
DOUBLE HUNG 1�/1NDOW = ,i/� � � �V
"Srn-Med" Sash � ' W
�I 4 � a v�'-,°z
nN�lY-lMPACTrr � ��/ 2 ��
GENERALNOTES / 3 oz
w
p Z � QU'
1. This product has been evaluated and is in complionce with the 2010 Florida �/ J N W w
� Building Code(FBC)structural requirements excluding the"High Velocity � /\ � � � ��
Hurricane Zone"(HVHZ). = o ° �W
o �
� 2. Product anchoa shall be as listed and spaced as shown on details.Anchor � a a
� embedment to base material shall be beyond wall dressing or stucco. ��/ ��m
� �
� 3. When used in areas requiring wind bome debris protection this product is y
�� required to be protected with an impact resistant covering that complies �
� with Section 1609.1.2 of the FBC. N
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+, G�� DESIGN RRESSURE,(PS�) a z
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9 4. For 2x stud framing construction,anchoring of these units shall be the same „��;ortitErisloN (ror� ; �(aonoM) ;_ '� nPE , posrnvE ri€Ganve �N �
g as that shown for 2x buck masonry construction. � _` " � ~-- °- - - �� �="- � � �
0 36.0"X 60.0" 29.13"X 25.75" 30.73"X 26.75' G7 +50.0 -60.0 °W �
� 5. Site conditions that deviate trom ihe details of this drawing require further ��
^ engineering analysis by a licensed engineer or registered architect, ss.o°x�2.0° 29.13^x 3i.�s^ 30.13~x s2.�s� c� +50.0 -55.0 �Q Z
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° 44.0"x 75.0" 37.13"X 33.25" 38.13"X 34.25" G7 +35.0 -35.0 �+
� iABLE OF CONiENiS =
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DSHEErR DESCRIPTION , 52.0"x 62.0" 45.13"X 26.75' 46.13"X 27.75' Gt +30.0 -30.0 a�:�� �2 �3 =
LL � Typical elevations,design pressures 8 general notes srw�: N.T.S. �
2 Hor2ontol cross sections 48.0"x 84.0" 41.13"X 37.75" 42.13"X 38.75" Gl +30.0 -30.0 �
0 3 Vorfical cross sectlons ��•�'� JK m
� q Buck and frame anchoring cxK sr: LFS 3
44.0"x 96.0" 37,13"X 43.75" 36.13"X 44.75" Gl +25.0 -25.0 �
� 5 Bill of materials,componenis and glazing deTail oawx�r�c No, �
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� NOTE:MAX.FRAME HEIGHT AND WIDTH OCCUR ON SEPARATE UNITS N
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, � i� � � � � - //�{ BUILDINC CONSULTAMS, INC.
IW j � DOUBLE HUNG WINDOW ✓li�P•O. Boa 250 Valrlea FL 33595 .
� Phona No.: 01J.85BA187
w N�� r- y r� 2 4 21 14 UPDATED DESICN PRESSURES LFS P T OR ASSEMBLY: Flo.�ea eoar�..io�a� e„qi�..�.
I� � � z �n f 7 23 74 ADDED FRAME SIZES LFS c.ronooee a moHZaeio� Na..aeia
1. �+ NO DATE gy VER71CAl CROSS SECTIONS �?„
REVISIONS Lyndon F. Schmidt,,P.E N�J40Y
�2013 R.W.BUILOINO CONBULTANTG INC. � ••
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2. Concrefe anchor locations noted as"MAX.ON CENiER"must be adjusted to � ?
y mQintain fhe min.edge d'utance fo mortarjoinfs,addttiona!concrete onchors ^� a
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REM R DESCRIPTION MATERIAL � m �
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E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCREfE � -�--4.OT'� �' ��o �5 y=
F #10 X 2-1/2"PFH WOOD SCREW S T E E L 3.9 5" o Z .� �j Y „
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4 EXTRUDED VINYL MEEfING RAIL' RIGID PVC � L ��y g �a
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10 BALANCECOVER _ ' � ~�
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� 14 REINFORCEMENT-MEEfINGRAIL STEEL _ �' a a m
R 15 REINFORCEMENT-LOCK•RAIL STEEL � :. '° �, 0.065' �
- 16 REINFORCEMENT-SM.STILE STEEL o 0�065 I `-'' �.065' ��m
� 17 REINFORCEMENT-MED.STILE STEEL � � II �
c� 18 WEATHERSTRIP(FIN PILE) , _ °o ' �4"�•3��� y,pq��--�-� ��"
� 19 WEATHERSTRIP VINYL BULB � �
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m 20 CAM LOCK STEEL � �°J� .� TopSosh �
3 �y N
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� G� GIAIING DETAIL ow,wwc Ho: �
� FL-11720.14 0
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. �
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Professibnal ►�:�Y"9•'�us 2:pubiiApproval
Rec�ulatior,
Produc[Aooroval hienu>Product or Aoolication Search>A litation i >Appiiotion Detafl
- {��'�"��:r�Yy��P: FL# FL12078-R3
'`;*`�.-`'�=,a..^° ' "" �
--,;�s i�.:;.:�:�_�
• Application Type Revision
Code Version 010
Application Status pproved '
Comments
Archived
Product Manufacturer ssociated Materials Inc.
Address/Phone/Email 3773 State Road
� Cuyahoga Falls,OH 44223
(330)922-2108
mfernbaugh@alside.com
Authorized Signature ivian Wright
_ rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows �
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt;P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiretion Date 12/31/2014 -
Validated By Ryan J.King,P.E.
':�!'� Validation Checklist-Hardcopy Received
Certificate of Independence FL12078 R3 COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1715.5.5
Product Approval Method Method 2 Option B
Date Submitted 09/OS/2013
Date Validated 09/05/2013
http://www.floridabuilding.org/pr/pr app_dtl.aspx? aram=wGEVXQwtDquJEQf8P6a6F... 12/30/2013
Florida Building Code Online Page 2 of 3
�• . ,
Date Pending FBC Approval 9/11/2013 _ -
' Date Approved , 0(18(2013
Summar of Products
FL# Model,Number or Name Description
12078.1 a.3100 Structurei 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 Installation Instructions
Approved for use in HVHZ:No FL12078 R3 II INST 12078.i.odf
Approved for use outside HVHZ:Yes Verifed 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 R3 AE EVAL 12078.1.odf
window size.Refer to EVAL 12078.1 and INST 1207 .1 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
Ifmitations, installation instructions and product pa culars.
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 R3 II INST 12078.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled- FL12078 R3 AE EVAL 12078.2.odf
window size. Refer to EVAL 12078.2 and INST 1207 .2 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product pa culars.
12078.3 c.3100 Structurel Transo 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 Installation Instructions
Approved for use in HVHZ:No FL12078 R3 II INST 12078.3.odf
Approved for use outside HVHZ:Yes Verified By• Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Mullion Design Pressure varies according to mulled FL12078 R3 AE EVAL 12078.3.odf
window slze. Refer to EVAL 12078.3 and INST 1207 .3 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product pa iculars.
12078.4 d. 3100 Structural Transo Mullion Extruded Aluminum Clipped Mullion for use on Wood
Openings utilizing the Goal Post(at Sill)and the Bull Nose
(at head)Style Mounting Brackets
Limits of Use Installation Instructions
Approved for use in HVHZ:No - FL12078 R3 II INS"f 12078.4.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 R3 AE EVAL 12078.4.odf
- window size. Refer to EVAL 12078.4 and INST 1207 .4 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and producE pa iculars.
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 FL1207S R3 II INST 12078.S.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 R3 AE EVAL 12078.5.odf
window size. Refer to EVAL 12078.5 and INST 1207 .5 for Created by Independent Third Party:Yes
Mullion Design Pressure Ratings,any additional use
limitations, installation instructions and product par iculars.
12078.6 f. "i"Series Structurel Tre som Extruded Aluminum Clipped Mullion for use on Wood and
Mullion Masonry Openings utilizing the Goal Post Style Mounting
, Brackets
Limits of Use Installation Instructions
Approved for use in HVFIZ:No FL12078 R3 II INST 12078.6.pdf
' Approved for use outside HVHZ:Yes VeriFed By: Lyndon F.Schmidt, P.E.43409
� Impact Resistant:Yes Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx? aram=wGEVXQwtDquJEQf8P6a6F... 12/30/2013
�
� Florida Building Code Online Page 3 of 3
,' ,
Design Pressure:N/A Evaluation Reports
Other:Mullion Design Pressure varies according to mulled FL12078 R3 AE EVAL 12078.6.pdf
, window size.Refer to EVAL 12078.6 and INST 1207 .6 for Created bv IndeosndanE 7h7.d na.tv�va�
Mullion Design Pressure Ratings,any additional use
limitations,installation instructions and product pa culars.
' , 12078J g. "GClass"Series Structu al Clipped Steel 2.0",2.25"and 2.5"Bar Mullion for use on
Mullion ' Wood and Masonry Openings
Limits of Use Installation Instructions
- Approved for use in HVHZ:No FL12078 R3 II Inst 12078.7.ndf
i 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 R3 AE EVAL 12078J.odf
window size.Refer to EVAL 12078.7 and INST 1207 .7 for Created by Independent Third Party: Yes
Mullion Design Pressure Ratings,any additional use
limitations,fnstallation instructions and product par iculars.
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Contad Us::1940 North Mo r e tr e Tallahas e FL 32399 Phone:850-487-1824
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Chap er 455,F.S.,piease click here
roduct Approval Accepts:
°��,: � �.r«� �
.ccurit�•.,u:ru��s
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx? aram=wGEVXQwtDquJEQf8P6a6F... 12/30/2013
� ---�
R W R W Building onsultants, Inc.-
BConsulting and Engineering ervices for the Building lndustry.
• � P.O.Box 230 Valrico,FL 7595 Pbone BI3.G59.9197
Florida Board ofProfessional Enginee s Cenificaie ofAutliorization No.9813
� / / � // �'II " l � i
� �/ ! ' J' �
Product Sub Category Manufacturer - Product Name
Category
Assocfated Materials,Inc. 3100 Structural Mullion �
�ndow Mullions
3773 State Road
� Cuyahoga Falls,OH 44223
Phone 330.922.5350
Scope: This is a Product Evaluation report issued by R W Buildi g Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
� 1998)for Associated Materials,Inc.based on Rule Cha ter No.9N-3,Method 2B of the State of Florida Product Approval, .
Department of Commuhity Affairs-Florida Building Com ission.
, RW Building Consultants and Lyndon F.Schmidt,P.E.d not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other ntity involved in the approval process of the product named
- herein.
Limitations:
1. This product has been evaluated and is in compliance with the 200 &2010 Florida Buitding Code(FBC)excfuding the"High Velocity�
Hurricane Zone".
2. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the building official.
3. Mullion anchor embedment to base material shall be beyond wall dr ssing or stucco.
4. When used in areas requiring wind borne debris protection,this pro uct does not require protection with an impact resistant covering
when used in Wind Zones 1,2 and 3 as defined by ASTM E 1996;i Wind Zone 4 as defined by ASTM E 1996,this product must be
protected with an impact resistant covering complying with Section 609.7.2 of the FBC.
5. Separate product approvals for each glazing product used with hese mullions must be submitted along with this mullion product
approval. � �
6. Anchoring of each glazing product to the mullion shall be as shown n each iridividual glazing product approval.
7. Any conditions not covered in this evaluation are subject to separat engineering evaluation. -
8. Mullion design pressure rating,see load rating table sheets 2 and 3 of drawing FL-12078.1.
9. The design pressure rating of the assembly shall be the lesser of th load capacity of the mullion as determined using this approval or
the design pressure rating of the individual glazing products used.
10.Bounding box dimensions for geometric shapes must be equal to o less than the rectangular dimensions shown herein.
11.See drawing FL-12078.1 for size and design pressure limitations.
Supporting Documenfs:
1. Drawinq No. Preaared bv - Siqned 8�Sealed bv
No.FL-12078.1 RW Building Consultants,Inc.(CA#9 13) Lyndon F.Schmidt,P.E.
2. Calculations Preaared bv SiQned 8�5ealed bv
Mullion/Anchoring RW Building Consultants,Inc.(CA#9 13) Lyndon F.Schmidt,P.E.
3. Quality Assurance
Certificate of Participation issued by Architectural Testing,Inc.,cert fying that Associated Materials,Inc.is /��
manufacturing products within a quality assurance program that co plies with ISO/IEC 17020 and Guide 53. � /
v
Lyndon F.Schmidt,P.E.
FL PE No.43409
9/5/2013
PF 1309 � � Sheet of 1
. `
� -� ��.' ASSC3�IATED MATERIp,�S � � cm
} � pn\�
� .._,.'�`"i's" .l '�t C CS Q f £: R A T E i'S ����rc°� � ,.
3773 STATE ROAD ° o g Z
CUYAHOGA FALLS,OH 44223 n�arc. coMewe� MAX. COMBINED �°a' �
3100 STRUCTURAL MULLION w1�°tn��$rQN �s �osrW2 o��u�NSrorr rs roa2 �R�e, E
_____� � �� �i'8 a•:a�
I�- e z$�c�.,J'�
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GLAZING GLAZING GLAZING GLAZING
PRdDUC7 PRODUC7' 4 n Pft4DUCT PRODUCT � �
MULL10N GOAL POST SME BRACKE! GLAZING o II
(AT HEAD AND S!!.!� PRODUG7
�� a �
� GENERAL NOTES: , � �
I t. TMtS PRODUC7 HAS BEEN EYALl1ATED AMD IS IM COMPLIANCE Wt7!-! THE 2007 & 20t0 � � �Z
� FCORiDA BUttD1NG C4DES (F8G) EXCtUDlN6 TNE'"titfiitt YELOCRY!-tURRICANE ZONE". �
� 2. WOOD 6UCKS BY OTHERS, MUST BE ANCHORED PROPERIY 70 TRANSFER LOADS TO m ��
� THE S7RUCNRE AND BE REVIEWED BY THE BUILDING OfFlCIAL,
� 3. MU�UON ANCHOR EMBEDMENT FO 9ASE MA7ERIAL SHALL BE BEYOND WAL! DRESSlNG � � -�-JCU+
� � '� vc�
'� 4. WHEN USED IN AREAS REQUIRING WIND 80RNE DEBRIS PROTECTiON, THtS PRODUCT �o o �
� POES N "'
�n WlND ZONES 1, 2 AND 3 AS DEFlNED BY ASTM E 199fi;, IN WIND ZONE 4 AS � �QMB'N�p MAX. COMBlNED a M
,� pEF7NEt} 8Y ASTM E 199&, THtS PROOUCT MUST 8E PROTECTED WtTN Atd lMPAC7 plMENStON tS f08" DJMENStON !S }0$" a �
o ftE51STAN7 CO,VERtNG COidPLYiNG WRH SECITON 1&09.1.2 OF THE fBC. ��
°„!`. 5. SEPAR.4TE PRODUC7 APPROVALS FOR EACH GLAZING PRODUC7 USED WITH THESE �y���4Y2 W1--{�W2
�`�, MULLIONS IAUST @E SUBM117ED AI.ONG WITH 7HIS MULLION PRODUCT APPROVAL. � ,
�� 6. AtJCNORtNG OF EAGN GF.AZlNG Pt�OQUCT TO 7ttE Mt1Ll.lQN SNAtL &E AS SNOWN tN �
EACH tNDMDUAt GiAZtNG ARODUCT AFPROVAi..
n 7. ANY CONDITIONS N�T COY'ERED IN THIS EVALUATION ARE SU&IECT TO•SEPARATE
ENGINEERING EYALUATION. GIAZING CiLAZ(NG
� 8. MULttON DESfGN PRESSURE RATtNG, SEE tOAD RATlNG TASt£SHEETS 2 AND 3 OF ��zING GIAZ!l�IG � Z
rxts o�awlr�G. PRODt1GT PRODUCT �. PRODUCT PRODUC7 0
0 9. THE DESIGN PRESSURE R411NG OF THE ASSEMBLY SHALL BE TME LESSER OF 7HE �n 4 �
o LOAD CAPACITY OF TNE MULLION AS �EfERMINED USING THIS APPROVAL OR TNE GLAZING z �� °'
�^ DESIGN PRESSURE RA71NG OF THE lNDMDUAI Gl.4ZING PRODlJGTS tJSEQ. q o �
a 7Q, t3QUNDtNG 84x DtMENStONS FOR GEOtwltTRtC SNAPES MUST 8E EQUAL 70 OR LESS PR����T
1}IAN 7HE RECTANGULAR DIIAENSIONS SHOWN HEREIN. �� 'w'
�°o GLAZlNG GLAZING GLAZING GLAZING q =
� SuPPOR7tNC oacvM�NTS ac Evrr��cE PRODUCT PRQQtICT � PRQDl1CT PRODUCT F
o �
',.� 1, THIS PRODUCT HAS BEEN ENGINEERED FOLLOWING ACCEPTED ENGINEERING 4� ,�.
Q PRACTICE CONFORMING 70 THE REQUIREMENTS OF CHAPTER 17 OF THE FBC. �p m
a ;
TYPICAL MULLION GONFIGURATIONS �� �
z°
� w�12 ]I Oa o
� TABLE OF CONTENiS � � �
d SHEET OFSCRtPTfON m
�Q 1 TYP(CAL EIEVqTtONS 8t CEhtERAt NQTES ��� g�
°--' 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS � `�'�� �� �
i�', a
�, 3 MUlLION LOAO 7A@LE FOR CONCREIE SCREW ANCHORS �����
0 4 MtlLUON SfC72QN AND ANCNOR7NG DETAttS �—t���� °
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• �
••• 3100 STRUCTURAL MULL/ON LOAD TABLE(PSF
TRlBL?ARYWlDTN � �
�W��� W2� •- 28" 30" 72" 34" 36" 38" 40" 42" 44" 46•• 48" SO^ Gq^ �n �o°� �$ -
76" 84.43 60.62 57.29 SS.36 51.77 49.45 47.35 45,42 43.65 4200. 40.48 39.06 36.51 ? r,�om, ��
T 72" 7&25 71.78 67.87 64.43 61.39 58.64 56.14 53.83 51.71 q9.75 47.93 46.2q 43.26 �m_�`i .
i 70"� 83.28 78.39 74.15' 70.41 67 10 64.08 61.33 58.81 56.48 54.33 5234 50.49,' 47 15 �t�m °� �i
68" 91.15 85.85 81.23 7716 73.52 70.20 67.t7 64.40 61.84 59.49 57.29' " 55.20" � 51.60� ' -m °�
�e GLAZING GLAZING 66" 10Q.U8 94.28 89.23 84,78 80.78 77 11 ' 73,77 70.71 67.89 � 65.29 6288� �' 60.64 " �S6:6T z�g m�c" �
N n PRODUCT PRODUCT 64" 110.20 103.86 98.33 93.42 88.97 84.92 - 61,23 77.85 74.73 71.86 6920 66.73 &228' m �i i��,a$ �
6 2" 1 2 0.0 0 1 1 4.7 8 1 0 8.6 9 1 0 3.2 3 ' 9 8.3 0 9 3.8 1 8 9.7 1, 8 5.9 f i 8 2.5 1 7�J.3 2 7 6.3 8 7 3.6 4 6 8,7 1 e =�'?`o jv u i
p n 60" 120.00 120.00 120.00 114.d4 108.95 103.95 99,39 .95,22 81.38 87.84 84.57 81:53 76.Q6 g g o?S r
�� 58" 120.00 120.00 120.Q0 120.00 120.00 115.56 110.49 105.83 101.55 97.60 93.95 90.56 84.46 [ m i n m« `o
� 56" 120.00 120.00 120.00 120.00 120.00 120.00 120:00 118_OS 112.�Jq 108.03 " 103.53 99,38 ,92.02 ° $B �
� Z 54" '720.00 120.00 120.00� 120.00 120.00 120.00 120.00 120.00 120.00 116:18 11�1.34 . 108:88 88.96` � � -�
� 4
y 52" '120.00 120.00 120.00 120.Q0 120.00 120.00 120.00 120.00 120.00 120.00 120.00 .: 11526 10fi,72 E � LL�
50" � 120.00 120.�0 120.00 120.00 120.00 120.00 120.00� 120.00 � 120.00 120,00 '120.00 , 120,00 '115.43� '�'
j 48" 120.00 120.00 ' 120.00 120.00 120.00 120.00 12400 120.00 120.00 120.00 120.00 12U.00 tt0.Q0 g
, 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 12D,00.
� 44" 120.00 120.00 120.00� 1�0.00, 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00
42" 120.00 120,00 120.00 720.OD 12D.OD 120.00 120,00 120.00 120.OD 120.00 120.Q0 ' "120.00. 120.00 0 ��
40" �120.00 � 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00' 120.00 � '120.06. -"120.p0 120.00" � �o
Wi t W2 �° 120.00 120.00 120.00 120.00 120.00 120.00 120.00 - 120.00- 12�.OD 120.00 720.00 120.00, 120,00 � v
TRIBU7ARY WIDTH = 3e" 120.00 720.00 720.00 120.0o ttD.oO 120.00 120.00 120.00 120.00 120.00 120.00 120,00 120.00 ��
2 31" 120.D0 120.00 120.00 120.00 120.00 120.00 120.00 � 12U,00 , 12Q.00 120.00 120.00 . 120.00 120.00 � �'r�' o�
32" 120.00 120.00 120.00 120.00 , 120.00 120.00 �120.00 120.04 120.00 120.00 120.00 120.Q0 120.00 m ¢
j � o�
ao^ izo.00 izo.00 tzo.00 i2o.00 i2o.00 izo.00 �20.00 �20.0o izo.00 �20.00 �zo.00 �zo.00 azo.00 �,
" 28"�� 120.00 120.00 '120.00 120.00 120.00 120,00 120.00 120.p0 120.00 120.00 120.00 120.00 120.00 � a o0
26'• �120.00 120.00 720.00 120.00 720.00 '120.00 '120.00 120.00 120.00 120.00 120.00 720.00 920.00 '' � -�+o
W7 WZ 24" 120.00 120.00 120.00 120.00 120.00 120:00 120.00 720.00 120.00 120.00 120.00 120.00 120.00 0° � �3
o�n
1NSTRUCTiONS FOR USE OF THE MULLION LOAD T�BLE•
� � 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ?,�m
a GLAZING GLAZING �, SPECIFlED BY 7HE BUILDING DESIGNER (ARCHI7ECT OR ENGINEER OR RECORD).
PRODUCT PRODUCT �� 2. FOR 7HE PARTICUTAR OPENING, DEfERMINE THE TRIBUT,4RY WIDTH AND MULLION
SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SpAN AND
� GLAZING o II TRIBUTARY WIDTH. DETERMINATION.
PRODUCT �Q 3, �N THE FlRST COLUMN OF THE TABLE, LOCATE 7HE MUWON SPAN. IN THE FfRST ROW OF THE
� �� 7ABLE, LOCATE 7HE TRIBUTARY WIDTH_ AT 7HE fNTERSEC110N OF THE ROW CONTAINING 7HE "
� � MUWON SPAN AND 7HE COLUMN CONTAINING iHE TRIBUI'qRY WIDiN, READ THE MULLION LOAD � o
R.411NG GNEN IN PSF. iHE MULf_ION COAD R4T1NG MUST BE EQUAL TO OR GREATER TFIAN 7HE � ° �
� DESIGN l.OAD REQUIREMENT DEIERMINED IN STEP 1 ABOVE. c°r �
o �
� , �
� �
� o0 0 �
� ;
�
o O O FOR ANCHORING GLAZINC PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF o F F
- 7HE FOLLOWING: , ^Q �
� 1. SUBSTITUTE (1 FOR 1) 1/4°-14 SELF-DRILLING SCREWS FOR 7HE FASTENERS SHOWN IN THE z
Q � � INDMDUAL GIAZING PRODUCT APPR4VAL. "z �
o�re:12 11 08 =
� 2. SUBSTITUTE �8-78 PANHEAD SELF-DRILLING SCREWS FOR 7HE FASTENERS SHOWN IN THE sr�E MS �
- INDIVIDUAL GLAZING PRODUCT APPR0I�AL. MAXIMUM FASTENER SPACINC ALLOWED IS 6" FROM EACH 5
'� � END AND A7 15' O.C. MAX. SPACING. owc.er: DWS �
� crvw er: LFS �
� NOTE: A M1NI61UM OF 3 THRE4DS OF THE SELF-ORILLING SCREWS MUST PROTRUDE 1'HROUGH THE WALL OF THE oa�x�r�c No. �
� MULLION. TNIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER fR4ME SEC110NS Of FLORIDA APPROVED FL-12078.1 -
s SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USEO !N 7HIS FASHION. N
s�+�r � ar 4 g
g - -
�
i
. 3100 STRUCTURAL MULLION LOAD TABLE(PSF)
F^W1---{�W2� TRIBUTARYWIDTN _
� I •' 2g�. 30,� J2.� �„ ��� 38�. ��. 42.. ,��. �.. �.. (ip.. C�q" n C
� � 76" 64.43 6D.62' S7.29 54.36 51.77 49.45 4�.35 45.42 43.65 4200 4�.48 39.06 36.51 i n 5 m� �
�72" 76.25 71.78 67.07 64.-03 61.38 58.64 56.14 53.83 51.71 49.75 47.93 A624 43.20 LL m w m
Z GLAZING GIAZING 70" a3.2G 78.3s 7a.15 70.41 67.10 64.08 61.33' S8.81 5s.48 54.33 5234 50.49 47.'I5 ��? z°�Z
�n PRODUCT PRODUCT 66" 97.15 85.85 81.23 77.16 73.52 70.20 67 17 64.40 61.84 59.48 57.29 55.26 51.60 �o�3_� a '
6G" 100.08 9428 89.23 84.78 80.76 � �1'I 73.77 70.71 67.89 65.29 6288 60.64 56.67 �>� s� S
p n �64,• 108.62 103.44 98.33 93.42 88.97 84.92 81.23 T7.65 14.73 71.86 69.20 66.73 '6228 0°n m 2 o E
-'� 62" 713,14 107.85 103.2Z 99.10 9525 91.G9 ' 2ff;38 85.31 8244� 79.32 76.38 73.Cr1 ,68.71 19 � „Z a-' N
�� 6 0" �i B.O f i 1�2 C r 1 1 0 7.8 5 �0 3.4 4 9 9.3 9 9 5.6 4 9 2.1 6 8 8.9 3 8 5.9� 8 3.�0 6 0.4 6 ' 7 7.9 8 7 3.4 6 " $ ?m �j
58" 120.00 ��7.83 112.77 108.12 103.83 99.88 " 96.21 92.61 89.63 86.67 83.90 8130 76.55 n g c o �
� 56" 120.00 120.00 118.06 173,14 168.62 104.44 10D,57 9('i.96 93.64 90.51 87.59 84:86 79.87 � m��� o°
z 54" -120.00 - �20.00 120.00 116.57 1'13.78 109.36 '105.27 '101.48 97.95 94.66 91.58 88.69 -83.44 � ��
- N 52" 120.00 120.� 120.00 120.00 119.36 �74.68 110.35 �06.34 10261 99.�3 95.88 . 9284 8i.29 V � ��
z 50" 120.00 120.00, 120.00 120.Q0 'I20.00 120.00 1'I5,8u 111.61 107.G6 '103.98 100.54,:, 97.32 - 91,47
p 48" 120.00 120.00 120.00 120.00 '120.00 120.00 120.00 117.33 113.14 � 109.24 105.60 102'19 '96.00 0
� 46,• .120.00 120.00 12Q.00 120.00 120.00 '120.0� '120.00 120.00 119.13 114.98 111.'12 107.50 100:94
g 44" 120,00 '120.00 120.00 �20.00 120.60 120.00 120.00 'IZ0.00 120.00 120.00 '1'17'IS 113.31 '106.34 ��
W7 + W2 42" 120.00 120.00 120.00 120.00 120.00 12D.00 120.00 120.00 120.00 720.00 12D.00. 119.69 '' 1��27 0 op
TRIBIIrARY WIDTH = q0'• �20.OD 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.80 � Wc,�.�
2 38" 120.00 120.00 � 120.00 120.00, 120.00� 12a.00 '120.00 120.00 120.00 120.00 12R00 120.00 '120,00 � ��
36" 120.00 720.00- 120.00 120.00 120.00 120.00 120.00 '120.00 120.00 120.00 120.00 120.00 120,00 � r-3W
34" 120.00 120.00 120.00 120.00 120,00 120.00 120.00 12a.00 120.00 120.00 120.00, 120.00 '120.00 � � ��
32" 120.Q0 120.00 'I2A.00 120.00 120.00 120.00 120.00 120.00 120,00 'I20.00 i20.00 120.00 120.00 � m o�
JO" 120.00 120.00 120.00 120.00 120.00 12�.00 120.00 120.00 120.00 1R�.00 120.00 120.00 120.00 � � W
28" 120.00 120.00 120.D0 i20.00 120.00 � 120.00 120.00� 120.00 120.00 "120.00 120.00 120.00 120.00 ` °�
7
26" 120.D0 120.00 120.00 120.00 120,00 120.00 �120.00 120.00 120.00. 120:00 920.00 120.00 1iVJ.00 c`'i o o jZ
24" 120.00 120.00 120.00 120.00 720.00 '120.OD 120.00 120.00 120.00 12D.00 120.00 120.W 12D.00 a �,°-� � �c�.�
�
T fNSiRUCTIONS FOR USE OF THE MULLION LOAD TABLE:
� I 1. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS �m
, SPECIFIED BY THE BUILDING DESIGNER'.(ARCHITECT OR ENGINEER OR RECORD).
rv GLAZING GLAZINCa ¢c 2. FOR THE PARTICULAR OPENING. DEfERMINE THE TRIBUTARY WIDTH AND MULLION
� PRODUC7 PRODUCT �� SPAN. REFERENCE THE SKETCHES ON TH1S SHEET FOR MULLION SPAN AND
C GLAZING Z II TRIBUTARY WIDTH DETERMINA710N.
o PRODUCT ° 3. IN 7HE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE �
0 7� TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTiON OF 7HE ROW CONTAINING THE �
� MULLION SPAN AND THE COLUMN CONTAfNING THE 7RIBU7ARY WIDTH, READ THE MUWON LOAD o 0
g RATING GIVEN IN PSF. THE MULLION LOAD R471NG MUST 8E EQUAL TO OR �REATER THAN THE �
�� � DESIGN LOAD REQU(REMENT DEfERMINED 1N STEP 1 ABOVE. N �
0 0
u
z „ q
0 0� o
g , ' z
�
. $ � FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFlED IN ONE OF m rW.. Q
o Q e-
g` � � THE FOLLOWING: 'o �
u
0 1. SUBSTITU7E (1 FOR 1) 1/4°-14 SELF-DRILLING SCREW.�'i FOR THE FASTENERS SHOWN IN THE �o v
o � � INDfV10UAL GLAZING PRODUCT APPROVAL. Z
a�:12 11 08 z
2. SUBSTIME �/8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE y.�. �S o
� 1NDIVlDUAL GLAZING PROOUCT APPROVAL MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH �
fND AND AT 15" O.C. MAX. SPACING. D1'`�•�` �� m
� c�oc,er: LFS 3
� NOTE: A MINIMUM OF 3 THREADS OF TNE SELF-DRILLING SCREV45 MUST PROTRUDE 7HROUGH THE WALI OF THE oaau�NC uo. a
s MULLION. TNIS SECTION VIEW IS SHOWN FOR ILLUSTRA7IVE PURPOSES; OTHER FRAME SEC7lONS OF FLORIDA APPROVED �
� FL-12078.1 ^
SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. °�
� sr�r 3 or 4 �
�
a
. '
' • , I
�
5.5" M � \
.375" o
� � � -
� � o �m
.�s° �.o^ � (s) �io x �—i/2' � o��.�
•75� W000 SCREWS i `@�+
� ��w w Zo
�? a
cn �'S o o Q a
m � 0.75" o � 1/4" MAX.--I >>g°,; o� �
^ � N , � 8i�� ar E
c
o =o= a3 �
.125° 1-1/4" MIN, 0 9 m• 9 0 '�
rn '727���, � CENTER HOLE �B�' ANCHOR TO 2X _^+7UD a m d� �o g
MUST NOT BE OR TO 2X BUCK � � � �
USEO WHEN USING� �.},qT'L�3-76 h' USING.�'10 X 1-1/2" �o
CONCREfE SCREWS "� , WOOD SCREWS � � G°
N � ' � 2X MAT'L• (SPRUEE— °
. PINE—FlR) C=0.42
I a OR BETTER 2
J— � �
� J
MULLIQN ANCHOR BRACKET 50-2722 1�4" ti.{qX,._.{ . � EMBED.'N � o�.�,
, MAT'L: 6063-76 a � �o
3 , 4 �
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