HomeMy WebLinkAbout15-15905 _ �
CI OF ZEPHYRHILLS
" " � 5335-8TH STREET
__ � � ., (813)7&d-0020 59a�J
-- � � B ILDING PERMIT
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PERMIT INFORMATION LOCATION INFORMATION
Permit Number: '[59Q5 Address: 39525 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Ciass of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivisian: SUNSET ESTATES
Es#. Value: j Parcel Number: 12-26-21-0300-00000-0230
Improv. Cast: 1,475.00 ' QWNER INFORMATION
Date Issued: 1113I2015 ' Name; AMISC'}N, MARK&ADE[.LE
To#al Fees: 67.50 Address: 39525 9TH AVE
Amount Paid: 67.54 ZEPHYRHILLS, FL. 33542
Date Paid: 1/13/2015 Phone: 813)355-7698
Work Desc: INSTALLATIQN 6 WlNDOW REPLACEQ S1ZE/SIZE �
CONTRACTOR S APPLiCATtON FEES �
O R BU D N FEE 6 . 0
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In ections Re uired �
F ER 2ND U P MIS� ! S Tl0 E LING
FQOTEf2 BONd DUCTB(RlSU�ATED SEWER MISC.
ROUGH ELECTRIC LINTEL �MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATIQN WALL MlSC.
DUCTS INSTALIED WATER MtSC dRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTIQN FOLE FRAfViE MlSC. MISC.
REINSPECTION FEES: Reinspection fees will amply with Florida Statute 553.80(2)(c)when e�ctra inspectian
trips are necessary due to any one af the foi owing reasons: a)wrong address b}condemned work resutting
from faulty construction c) repairs or corre ions n�ot made when inspections called d)work not ready far
inspection when called e)permit not pos ed on j�b site f� plans not at job site g)work not accessible.
NOTICE: In addition to the requiremen�,s of this p rmit, there may be additianal restrictions applicable to this property that
may be found in the public records of this county, and there may 6e additional permits required from other governmental
entities such as water m nagement, state agencies or federal agencies.
"Warning to owner: Your failure to record notice af commencement may result in your paying�ntice for
improvements to your property. If you int nd to obtain financing, consult with your lender or an attorney
before recordi g your�notice of commencement."
Comptete Plans,Specifications Must Accam any Ap'I' �on.Ail wark shall be pertormed in accardance with
Ci Codes and Or ` ces. NO OCCUPANCY BEFO C.O.
CO OR SIGNATURE � PERMIT OFFI R
PERMIT EXPIRES IN fi M NTHS 1NITHOUT APPRUVED INSPECTIBN
CALL FOR INSPE ION � 8 HOUR NOTICE REQUIRED
PROTE CARD FROM 'WEATHER
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ity of Zephyrhills
BUILDING LAN REVIEW COMMENTS
Contractor/Homeowner: � Q L� A/'V�� OlV
Date Received: � _ _ � �
Site: �3 q ,2 q�*� A V
Permit Type: �E�I.qCE 6 W�NDpWS SIZ� S12E
Approved w/no comments: Approved w/th below comments: ❑ Denied w/the below comments: ❑
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This comment shee shall be kept with the permit d/or plans.
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I Kalvin Swit er ans Examiner I
Date Contractor and/or Homeowner
� (Required when comments are present)
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813-780-0020 City of Z phyrhills Permit App(ication Fax-813-780-0021
Building Department
Date Received Phane ntact for Permitting --
_r-�_�,.._j_�-[.._[-i-
Owner's Name Owner Phone Number ���-79�j�
Owner's Address G�2 Owner Phone Number
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Fee Simple Titleholder Name ADELLE AMISO , Owner Phane Number � �
Fee Simple Titleholder Address
, �
JOB ADDRESS ��]��,_�,__,_ �., �„_�,� __ LOT# _2�
SUBDiVIS10N � SUNSET ESTATES 'i � PARCELID#�2-26-21-0300-00000-023� � ^� �
(OBTAINED FROM PROPERTY TAX NOTICH)
WORK PROPOSED e NEW CONSTR 8 ADDIA�T �� S[GN 0 � DE(VIOUSFE
INSTALL REPAIR
PR4POScD USE � � SFR � G01VIM ' � OTHER
TYPB f.'�=CONST'RUCTION Q BLOCIS 0 FRAME � � STEEL Q
DESCRIPTION OF WORK '
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BUIi.DtFlG SIZE � �� SQ FOOTAGE '( � HEIGNT [$'�L�LAI�L��jS�II
YT`"1"'7T'1"'tTr1'TrTTT1'�1"TI"1"f�ITt'1"7T r"1'"7"'�"'1'�TI�TTIT�" R
�B�`��,�� � 1 475 VAL AT10N OF TOTAL CONSTRUCT1dN
�E�ECTRICAL $ AM SERVICE � PRQGRESS ENERGY � W.R.E.0
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�P��,��IN� � � I �`� �
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�NCECHAN(GAL $ VA ATION iF MECHANICAL INSTAILATIQN
�GAS � RdOFING Q SPEGIAI.i 1' � dTHER
FINISHED FLOOR ELEVATIQNS FLOOD ZONE AREA �YES NO
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BUILDER ., � � COMPANY ��:7't�.S�i3 s'i
SIGNATURE � � REGISTERED / N FEE CURRE� Y/N
Address �1�-� � License# �^ �
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ELEGTRtCtAN CQMPANY
SIGNATURE REGISTERED Y/ N FEE GURRE� Y/N
Address I License# �- �
P�UMBER CdMPANY
SIGNATURE REGISTEREp Y/ N FEE CURRE� Y/N
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Address � � i License# � �
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MECHANICAL CQMPANY
SIGNATURE REGISTERED, _ Y/ N FEE CURRE� Y/N
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Address � License# �- �
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OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
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Address � License#
11 ! ! l11I11I1lIII ! l1I111111111 I ! ! l�1111 ! l11111111111111 ! l111 ! l11ti1 !
RESIDENTIAL Attach t2}Plot P1ans;{2}sets af Bui(ding P(an ;{1}sef of Energy Forms;R-O-W Permi#for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilitiss&1 dumpster;Site Work Pe it for sutidivisionsilarge prajects
COMMERCtAL Attach(3)complete sets of Building Plans plu a Life Safety Page;t1}set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. R�quired onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Pe mit for ali new projec#s.Ai1 commercial requirements must meet compliance
SIGN PERMiT Atfach,(2)sets of Engineered Plans. �
`""""PROPERTY SURVEY required for all NE construction.
! [ Y ] ■ � ! i 1 ��l�l�l�l�T�11�AT� ! ■f� ■ � • ■ l ■ ��l ' . I�r4�* *l�TT*lY9v�TrT�i�
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Directions: �
Fill out application completely �
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. ( C upgrades over$7500)
"' Agent(for the contractor)or Power of Rttomey(for the owner would be�someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application nly) �
Reroafs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage)
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Driveways-Not over Counter if on public roadways..needs R W i
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NOTI.CE OF GEED RESTRICTI09VS: The unders gned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regula ions. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONT CTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be requi ed to be licensed in accordance with state and local regulations If the
contractor is not licensed as required by law, bo h the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contra tor are �uncertain as to what licensing requirements may apply for the
intended �nrork, they are advised to contact the Pa co County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a c ntractor,or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this applicati n for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is n t properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPAC AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Imnact Fees and Recours� R .cn•wF;�i ;ee� may a�ply �o �:;;e censtruction of new buildings, change of
use in existing buildings, or expansion of existin building�, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also unde stands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transpo ation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final po r release. If the project does not involve a certificate of occupancy or
final,power r�lease, the fees must be paid prior apermit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit iss ance in,accordance with applicable Pasco County ordinances.
CaNSTRUCTION LIEN LAW(Chapter 713, Flor da Statutes, as amended): If valuation of work is $2,500 00 or more, I
certify that I, the applicant, have been provide with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Depa ment of�Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtain d 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 certi that all the information in this application is accurate and that all work
will be done in compliance with all applicable la s regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work a d installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and t at all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning re ulations� and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of ot er government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must ta e to be in compliance. Such agencies include but are not limited to�
- Department of Environmental Prote ion-Cyp�ress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment. �
- Southwest Florida Water Manag ment District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, ocks, Navigable Waterways.
- Department of Health & Rehabilitati e Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency Asbesto�s abatement.
- Federal Aviation Authority-Runways. '
I understand that the following restrictions apply t the usel of fill�
- Use of fill is not allowed in Flood Zon "V" unless expressly permitted.
- 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 subm tted 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 F ood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be u ed only to fill the area within the stem wall.
- If fill material is to be used in any area, I �certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to a verselylaffect 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 en ineered�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, g s, or other installations not specifically included in the application. A
permit issued shall be construed to be a license o proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, n r shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construct on or violations of any codes Every permit issued shall become invalid
unless the work authorized by such permit is co menced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a peri d of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building fficial fo�r a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work cease for ninety (90) consecutive days, the job is considered abandoned.
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WARNING TO OWNER: YOUR FAILURE TO ECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YO�R PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORIVEY BEF RE RECORDING YOUR NOTICE OF COMME�lCEMENT.
FLURIDA JURAT(F.S. 17.0 � '
OWNER OR AGEN�T� � CONTRACTOR
�-c-S scribed and swor ( r affir} ed)be ore me this Subscribed and sworn to(or affirmed)before me this
�15'I s.�by Y�� � by
W o is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
��1�rt.w 1.�.c.�.-b< as identification. i as identification.
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Notary Publi Notary Public
Commission No. Commission No.
l.l�� '�QSPt� �
.c,'�F�^.i'e_ �n� S'
Name of Notary ty��;,prinfed%' $ �t�p�d �L��app Name of Notary typed,printed or stamped
j �'�' `�j�Coer+ra�3 E�e997972
�i,y�� '� ;�,cni�;;�5►��I2096
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� �ISCLOS STATEMENT .FOR dWI�R '
C2TY OF ZEP 22:L5 HUII.D2NG DEPAR'�NT
_ 'C�' � � have read and fu11y understand and II
agree •to the provisions of •this in trumeiit.
.The undersigned .states and affirms that he or she is desirous o£ constructing,
renovating, adding to or reroofing his os her own domicile, that he or she
actually occupies, or wi11 occupy � said domicile, �and same is not for '
•rent, lease or sa1e. That he or s e sh i 1 co�ply with the followiing conditions:
1. That the awner and_he or she one sha:11 act as rthe builder for a11 phases of
construction. -
2. That the owner will comply wi a11 provisions of �the City of Zephyrhills
� ordinances and codes pertinea to th�e buildixig.
3. That in t�e event vatious pha es of construction are subcontracted, he will
PSlgage only •proppsly licensed subeon�tractors and will persona�.�y supervise
such work.
4, �hat in the event t�e Bvildin Inspector sha11 rec�,;re corrections to be made,
the owner will assume full re onsibility to insure •they are made, and upon
completion will ca13 for a re' ection before proceedi.ng with the building.
5. That the owner sha11 assume f 1 responsibility for the constz�i�t3.on and wi11
not expect_ supesvision of his work trom the City .of Zephyrhills Building
Depart�ent. -
6. That priar to final inspect�.o aay Idditi.onal fees, including reinspectioa
fees, must be paid a.n full. written request from t�iis office sha11
constitute an official notice o pay additioxsal fees..
7. That the ownes sha11 comply w'th a1I City, State and Federal laws in regard to
social seauri�y, workma:a's c ensati.on, lien laws, etc. , where applicable.
B. That the owner shall comply w th al1 the safe.ty codes issued by the Florida
Iadustsial Commission.
9. State 1aw re�,;res constructi a to be done by licensed contractors. You have
appliecl for a permit under an exe�ption to that law. The exemption allows
. you, as the ownes of your pro ty, to act as your own contractor with cert=;T
restrictions even though you o not have a lic�se. •You must .provide direct ,
onsite supervision of the coa tructson yovrs�lf. You may build or- improve a �i
one-family or two-family resi eace or a fasm out.building. You may also build �
- or improve a aommercial buil g, provided your costs do not �cceed $25,OOD.
, The building or residence mus be for your own use or occupancy. St may not
be built or substantially i� oved for sale or lease. If you sell or lease a
buildiag you have bvilt or s sta=itially i.mproved yovrself wit�a.a 1 year aftEr
the constsuction is complete, the law will pres�e •that you .built or
substasitially i.mproved if for sale cr lease, which is a violation of this
EXemption. You may not hire unlicensed person to act as yovr contsactor or
to supervise people working o your building. 2t is yout responsibility to
. make sure that people P�ploye by you have licenses rec�,;red by state law and
by county or municipal liceris g or�d.-i.nances. You may not delegate the
responsibility for supervisin work to a licensed coatractor who is not.
licensed to perfo� the worh ea.ng dnne. Any person working oa your building
who is not liceased must work unclPS your direct supervision and must be
P�ployed by you, which meaas t you must deduct F.I.C.A. and �rithholding tax
and provide workers' compEnsa 'on for t�iat ee�tployee, a11 as prescribed by law.
Your constrtiction must comply with a11 applicable 1aws, ord.iriances, building
codes, arid zoniag r a ' a .
OWNER'S S2QZF�TURE r � ' DATE �,
ADDRESS 3 �` '
pxorrE f 3 .- — I
w2�ss � �x�T # 15�0�
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To whom it may concern, �
I, Adelle Amison, as the owner of the pr perty Ilocated at 39525 9th Ave, Zephyrhills, FL 33542
would like to authorize Malachai Huffm n to pick up the window replacement permit on my
behalf.
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Signature I Date
State of �y,-�'�51- �
County of �
The foregoing instrument was acknowledg d beforle me this J�day of �c�n�.�-�., , 20�
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by -2.-� t S�`^ � who is personally known to me or produced
'�r�J2�S L.tCa.,-� as identification ai d who did n� take an oath.
t�,y�r LISA COS�LY
��'� i.`�^ �d07L1RY Pl�DL4�
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`r-�.�� ` �Sl'A7[OF FLOl�'.fDA i signature ot Notary
�r �•• d/;"�.�IN6�iar�����I�
�f��1n1� y-��r.�r�7'?�l'����d�F7 I
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� � � � JOB SPECIFi �TION�--Windows / Doors
Name: �b� �� f���1 � .
; Street Address: � 4 s� � � ��� � �
City: Z�`����rCc � � Zip: ' i Phone: '�
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Existing Windows: House: Y
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Size Type Gla s . j Size Type Glass
1. �j�� k �`�j�' g �} u v.'�, L w- � j 13.
2. 14. °
3. s .� u q � I 15.
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� �• 3$ � � � ��`f$ � �8.
�. 3 S `� � ��`�s � 17.
6. 35 �� � 9 �' � i 18.
'7. 't 9.
8. � 20. . .
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9. i 21.
'(0.� j 22. � .
11. j 23.
12. j 24.
Window Brand I Series: �� S '� � � - �(����-� -
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Speciat tnstructians/Suppiies: ±
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Customer Signature i Date Complefed
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rtonda tsuitaing C;ode Uniine Yage 1 ot L
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3.���,',����mr�.��c� BCIS Home Log In ? User RegistraUOn Hot T pia i Submit SurUlarge : Sta[s&Facts Publicatlons FBC Staff � BCIS Site Map L1nla � Search
Busines ";� :�� productApproval
Professi�al �USER:PublicUser
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Regulation —
Produc[Aooroval Menu> i > � />Ap Iindon DeWft
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_ . .. ;��� �# FL1605
Application Type New �EVICVV�,��°�',. (' i l— �
Code Version 2010 �_ �r�
Application Status Approve QF`,� —'' �
`� 7 pHYRh1�LLS �
Comments p�,y�S ��������
Archived -..._ ��
Product Manufacturer n Architectural Systems
Address/Phone/Email 10030 Bavaria Road
Ft. Myers,FL 33913
(800)432-2204 Ext4314
th oa rd @ easte rn m eta I.co m
3IJ1�„U�It�1G SIir�L.�.��iU,il'L�i'�dVI�
Authorized Signature Timothy Hoard q�,j,�p�LI�C.�LE�LTILDIIVG,
thoard@eastemmetal.com �LECTRICAL,PT.,UlVIBINC'i AND
�;r��.Ta'._i�?�.C���$.
Technical Representative Timothy]. Hoard ',
Address/Phone/Email 10030 Bavaria Road �
Fort Myers,FL 33913
(800)432-2204 Ext4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Wfndows �
Subcategory Mullions
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name w o developed Hermes F.Norero
the Evaluation Report
Florida Llcense PE=73778
Quality Assurence Entity Nadonal Accreditation&Management Institute
Quality Assurence Contract Expiretion Date 12/31/2015
Validated By Locke Bowden
�r�, Validation Checklist-Hardcopy Received
I Certificate of Independence FL16051 RO COI COI EAS Mullions SS.odf
Referenced Standard and Year(of St ndard)
Equivalence of Produd Standards
Certified By
Sections from the Code
1715.5.5
Product Approval Method � Method 2 Option B
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http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtFPmdYiNDWr... 11/6/2014
rionaa tsuiiamg t,oae Unime Yage 1 ot L
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. Date Submltted 10/26/2012
• � Date Validated I SO/26/2012
Date Pending FBC Approval � 10/31/2012
Date Approved 12/04/2012
Summa of Products
FL# Model,Num er or Name Description
16051.1 Clipped Alum num Bay Mullions Aluminum Mullions
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16051 RO II EAS057 SS.odf
Approved for use outside HVHZ:Y s Verified By: Hermes F. Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:When used in areas requiring ind borne debris FL16051 RO AE PER2199 SS.odf
protection this product complies with ection 1609.1.2 of Created by Independent Third Parly:Yes
the 2010 Florida Building Code and do s not require an
impact resistant covering when used i Wind Borne Debris
Region Zone 3 or less.Individual wind w units must be
d where applicable. �
16051.2 Clipped Alu inum Tube�Mullions Aluminum Mullions
Limi se Installation Instructions
Approved for use in HVHZ:No FL16051 RO II EAS056 SS.odf
Approved for use outside HVHZ: es Verified By: Hermes F.Norero,P.E. Florida P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:When used in areas requiring wind bome debris FL16051 RO AE PER2198 SS.�df
protection this product complies with ection 1609.1.2 of Created by Independent Third Parly:Yes
the 2010 Florida Buiiding Code and d es not require an
impact resistant covering when used i Wind Borne Debris
Region Zone 3 or less.Individual win ow units must be
impact rated where applicable. I
eadc Nezt
::1940 North�Monrce Stree[.Tallahassee R 32399 Phone:550-487-1824
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http://www.floridabuilding.org/pr/pr_app dtl.aspx?pazam=wGEVXQwtDqtFPmdYiNDWr... 11/6/2014
EASTERN ARCHITECTURAL SYSTEMS ��� Eas�ern
''p'f(�'Ar n�nca+u���
CLIPPED ALUMINUM TUBE MULLIONS � BY�7[Ai8
EAStFANAROQ7ECfVpALSY51EM5
6ENERAL NOTES: �ro�o oa�au ao�o
FT.MYEYS.FL7]917
PH�(800)4]t-tE01 PX:(2]9)M9.2112
1. THE PRODUCT SHOWN HEPEIN IS DESIGNED ANO MANUFARUREDTO COMPLY WfiH THE 2010 FBC,SECTION
1715.5.5. Z u,.a0,
TABLE OF CONTENTS � �� Z rn �
3. APPROVED IMPAR PROTECTIVE MTEM IS NOT REQUIRED FOR THIS PRODUR IN WIND BORNE OEBRIS REGIONS 22 R�
ZONE 3 OR LESS.INDNIDUAL UNITS MUS I C�iIYED. SHEET REVISION SHEET DESCRIPTION �O�� vI �3
��
�y � m w
4. APPROVED IMPACT PROTECTNE SYSTEM IS REQUIRED FOR THIS PRODUR IN WIND BORNE DEBRIS REGION ZONE 4. 1 - 6ENERAL N07E5,AJSTRUCTiONS,AND ELEVATIONS <y�� Q��
2 - MULLION S ECTIONS G� z �<2�
5. ADEQUACYOFTHEE%ISTINGSTRUCTURALfANCRETE/MASONRYAND2XFRAMINGASAMAINWINDFORCE wW�� Z�wu
RESISTINGSYSTEMCAPABLEOFWITHSTANDINGANDTAANSFERRINGAPPLIEDPRODURLOADSTOTHE 3 - ANCNORQ,IPDETAILS °0 � T mmn
FOUNDATION IS THE RESPONSIBIUTV OF THE ENGINEER OR ARCHRECT OF RECORD FOR THE PROIECTOF �� �' m ��..
INSTAUATION. 4 - TYPILAL MULLION 6 QSP ASSEMBISES �g W ��M g
5 - 1'X 3-1/8'(LIGHn MULISON DESI6N LOAD TABLES � m��"�
6. I%AND2%BUCI(5(WHENUSED)SHALIBEDE5IGNEDANDANCHOREDTOPROPEHLYTRANSFERALLIAADSTOTHE � < aWp�
STRUCTURE.BUCK DESIGN AND INSTALUITION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITEROF RECORD 6 - 1'X 3-1/8`(HEAW)MULLION DESI6N LOAD TABLES W m �
FOR THE PROJER OF INSTAUATION. 7 - 1'X 4'MULLION OESIGN IAAD TABLES ° �
7. THE INSTAUATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REfLERACTUAL CONDRIONS FOR A B - 2'X 4'MULLION DESIGN LOAD TABLES �
SPECIFIC SRE.IF SITE CONDRIONS CAUSE INSTALlAT10N TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITERSHALL PREPARE SRE SPEqFIC DOCUMENiS FOR USE WfTH TH�S DOCUMENT IN 9 - 2'X 6'MULLION DESIGN LOAD TABLES p
NON-HVH2 AREAS.IN HVHZAREAS,ONE TIME PRODURAPPROVALTO BE OBTAINED FROM MIAMI-DADE PER0. 10 -
MUUSON DETAAS T
8. MULLION&CUP MATERIAL•ALUMINUM 6005-TS&6063-T6(AS NOTEO) 11 - MULLION ASSEMBLY EXAMPLES t^ m
9. MULLIONS MAY BE USED WITH ANY APPROVED FENESTAATION PRODUR,UNDER SEPARATE APPROVAL �!'
10, SEE SHEEfS S-9 FOR INSTAUATION ANCHOR REQUIREMENiS FOH SPECIFICANCHORING REQUIREMENTS,MULLION O
CONFIGUflAT10NS,AND DESIGN LAAD CAPACRIES.
-- �"� o
11. IN ACCORDANCE WITH TNE 2010 FBC SEC.2003:8.-4 DISSIMIIAR MEfALSINttUDMG FASTENERSTHAT MAY COME ^ H
'(,-/ _— ———— _—
INTO CONTACT WRH ALUMINUM UNIT FfiAMING SHALL BE PROTERED AS DEFINED IN SEC 2003.6.4.2. � F_-
��
'Wl' B 'W2' �'WI'�'W2'�{ w W�
2 I � �
� ���� � �� MULL INSTRUCTIONS:
2
� �� A / SPAN�L� 1. DETERMINE REQUIRED DESIGN PRESSURE FOpOPENING.
ANLHOR LLIP, 2. CHOOSE A MUWON THAT PROPERIV FITS THE FENESTMTION PRODUR.
�� \� 3. DEfERMINEWHETHERASSEMBLYREQUIRESONE•WAYORTN0.WAYMULLIONS: �
� �P � • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNRS REQUIRE USE OF Z
ONE•WAYMULLIONS. � �i F�
I VERTICALSPAN • ASSEMBLIESCONSISTINGOFMULTIPLEUNITSMULLEDTOGETFiERWRH �O�`�O �*,a�.���j9i
//. � MULTIPLEMULLIONSREQUIREUSEOFNJ0.WAYMUWONS. ,�� �!i • � �
Y�� VERTILAL MULL • SEE SHEET 11 FOR ASSEMBLY E%AMPLES.
E SPAN'L' MULL MULL . IFASSEMBLYTVPECANNOTBEDETERMINEDUSETW4WAYMUUIONCHART. �'• �
z ~SPAN�L�� �SPAN�L�r 4. VERIFY NAT MULLION DE516N PRESSUftE MEETS OR EXCEEDS REQUIRED DESIGN ' •4
MULLION PRESSURE OF OPENING USING CHARTS ON SHEEfS SA. �- . . F
ryP � i� � M � 5. QUALIFIEDCUPTYPESAPPEARONSHEETSS9.MULTIPLEANCHOR N: F.. �
��� � � � 'W2' 'W2' TYPE/SUBSfRATFJ0.IPCOMBINATIONSWRHINANOPENINGAREALLOWED. � '
�� � t + 6. THE LESSER DESIGN PRESSURE O(i MULUON OR FENESTAATION PRODUR WILL ��i�d.�•.,,, ,,•O� n(�
y/ M �}" M �} GOVERNOVERALLASSEMBLYDESIGNPRESSURERATING. �i� H w
1 i '�� *P�,•� �
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ANCHOR 0.IP, � DWG#: " N
TyP Z Digitally siqned by Hermes F Norero,P.E. EA5056
NPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN HORIZONTAL SPAN Reason:I am approving this document
� � Date:2012.10.261b:4335-04'00' SHEEF: 1 'QF 11
1 1
.
INSTAI.LATLON IPISTALLATLON °� Eastern
ANCHOR(SEE NOTES 21/2'MIN. ANLHOR(SEE NOTES i l/2"MIN,
SNEETS 5-9) FDGE DIST. SHEETS 5-9) EMBEDMENT nMpNi+co+u���
9V/THMM1
CONCRETE OR a �nsrearr�awar[cTw��svs�xs
MASONRY BY OTFfERS , i0 0 � 100]OYAVMIAROAD
PT.MYEI13.R 1791!
MULLIONQSP ry�;(9ppI�12-i201 P%:(219)]l9-N72
CAULK BETINEEN ° a a o � I 1/4'MIN. 3/4'MIN. ° EXTERIOR �P
CONCRETE/MASONRY d IX � a � EMBEDMENT EDGE DIST, b u m
WOOD BUCK BY OTHERS ————— —— f Z �# �
� CONCRETE OR b ' �Z � a��x
MASONRY BY OTHERS �
0
1XWOODBUCK �` o �� h a°���
BY OTHERS CAULK BETWEEN � p ip���
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WOOD BUCK BY OTHERS Q , �� � m �m�
MULI.ION CLIP 2 X WOOD BUCK o �Q�g
TYP BY OTHERS ° oWC /m-�
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I I ' ----- -- — � � °�,` �
EXTERIOR I I INTERIOR ° MUILION a
TYP �'
I � MULLION INTERIOR o
TYP
NOTE T
— m
g VERTICALSECTION DETAILSSHOWNARETYPICALFOR � HORIZONTALSECTION
2 HEAD-CONCRETE/MASONRY AU.MULLION 6 CLIP ASSEMBLIES. 2 JAM8.2X WOOD BUGK Z
SIDE VIEW-VERTItAL SEE SNEETS 5-9 FOR ALLOWABLE SIDE VIEW-HORIZONTAL
MUUSON CONFIGURATIONS,SIZES, O
AND DESIGNPRESSURES. Z
- - - �
' -� -�——---—— -----
INSTALLATiON H °Fi
EXTERIOR i i INTERIOR INSTALLATION NORIZONTAL ��HOR(SEE NOTES � �
ANCHOR(SEE NOTES MULLION,TYP. SHEETS 5-9) W Q
SHEETS 5-9) �
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I I MULLION QSP .��� Muuzow,rrv. `���.�o ,*a��H,��
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EXTERIOR INTERIOR EXTERIOR INTERIOR p ' �
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PRECASTSILL .° o � I I MULLION.TYP. ��d'•��'
sr orHeRS " I I I I VERTICAL �''�y �c Pa�� �
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MULI.ION,TYP. �� ��
IN(ALLATION �+� m� m� �vf
' ANGHOR SEE NOTES 21/2•MIN. �p z � N Z
SHEETS 5-9) EDGE DISTMKE a o 30
q VERTICAL SECTION HORIZONTAL SECTION E HORIZONTAL SECTION DWG#:
2 SILL-CONCREfE/MdISONRY 'Z T-MUWONINTERSEQOEfAIL 2 %-MUWONINTERSECTDETAII EA5056
• SIDE VIEW-VERTICAL SIDE VIEW SIDE VIEW
SHEET: � �1 4
11
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--� -� �'� Eas�ern
2.000" 2.125' 2.000" � !'�evi*eMeRx�.
r 0.125" � � �0.125" , ,
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�— � I �–�{ 0.625" I�0.250" ��� �°°�
0.506" 1.960" �-+—0.361" � I � w �< �
mo��
10.460" h�o.7zz" f�—5.000"—�� ui � a ui a�
1" MULLION 'H' CLIP 1" MULLION 'U'CLIP 2" x 5" ANGLE CLIP � a ^' �
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6063-T6 �
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ANGLE CLIPS SNALL BE USED �
IN PAIRS AT MULLION ENDS. �,
T m
2•�' � r 0.125' �
.�i�l Z
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Nores. — -H -�-— -— --
1. CLIP DEPTH VARIANCE BASED ON MULI,ION � �
R------1 DEPTN AND WALL THICIQJE55.SEE SPECLFIL W W
II I MULLION SHEET FOR ALLO WABLE CLIP TYPES. (Y �
I 2.250' � MULLION CAVITY DEPmIT���
� 2. WHERE APPLICABLE ANLHOR PLACEMENT
^ � � VARIES WITH Q.IP DEPTN.SEE MULLION
� � SHEETS FOR DIAGRAMS OF SPELIFIC CLIP Z
„�`,� 2.625• CONDI7ION5. ` �
ni 3. MAINTAIN SCREW HOLE OFFSET FROM LIIP `���� � �c a���,I�,�
EDGES AS SNOWN. ��� �Q�,. N� �
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0.750` �0.375" LL � F �
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2" x 4"ANGLE CLIP �'�.''ti��' ' a``
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ALUMINUM 6063-T6
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• ANGLE CLIPS SHALL BE USED �o Z� __ �Z
IN PAZRS AT MULI.ION ENOS. o° o � �n
D WG#:
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SHEET. 3 oF Il
OPTIONAL NOTCH �°� �'as�ern
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CLIP NOTCH DETAIL(TYP.) \ � � "'P• �
OPTIONAL NOTCH AT ANCHOR CLIP �� � o
NOTE:CLIP LE6 DEPTH SHAIL BE \��� � °T°
SUCH THAT THE LEGS FIT TIGNTL � (f)
INSIDE MUU.ION TUBE I \ Z
'H'CLIPANCNORS, � � O
TvP I H z
MULLION ENDS MAY BE 'H'CI.IP AT O ---
NOTCHED TO ALLOW � OPENIN� � �
FLUSH F2T AT G1.IP5 I� MUU.ION N
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OPTIONAL NOTCH AT ANCHOR G1,IP AT O,' n
MUU.ION ENDS LL t � f=�
MULLION &CLIP ASSEMBLY(TYP.) Ny': � :�
NOTE:ASSEMBIY SHOWN ABOVE IS ����d'•�'• . •''�
DIAGRAMMATIC IN SCOPE.OTHER Q,IP 6 ��i���y••*pR�;� �
MULLION ASSEMBLIES ARE AUAWED,SEE
SPELLFIC MULLION SHEET FOR DETAILS. N m� m� 'u�'N
u� �
00 �_ �vZ
0
DW6#:
. � EA5056
. SHEFT: � oF 11
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHn MULLION(PSF)
ONE-WAY MULLIONS 11� ,���/Q/yj
SPAN TRIBUTARY WIDTH'W' � �wwa►lrcca�u+u�
� BYfTtM6
��� 18" 24" 30" 36" 42' 48' S4° 60" � .
24" 200.0 200.0 200.0 200.0 200.0 200.0 200A 200.0 MULLION w� E,�s�w,aaar�cmm��s,s�n�s
� 10070 YAVAf1IA 0.0�D
MULLION r''.""'�.�'�P��
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 eH:f�)��=s=o+��tt���e9-xax
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � � � �m
wt ^'
60" 200.0 200.0 200.0 191.4 176.7 167.5 162.4 160.8 �N�w �#y�
72' 185.2 145.9 122.8 108.0 98.1 91.2 86.4 83.3 II I ��f F� ��8�
84" 1143 89.3 74.5 64.9 58.3 53.6 50.1 47.6 wt-I{-w2-I ��Y� p�E'
96" 75.4 58.6 48.6 42.1 37.5 34.2 31.7 29.8 W��� �w tZi�`
ONE-WAY MULLION DIAGRAMS m m� �m<
SOS" 52.4 40.5 33.5 28.8 25.5 23.2 213 19.9 � � 1.�" ��M W ro ��m�
� g
X� � mp�Fi,
<
TRIBUTARY WIDTN= WI Z W2 � � " W a��a
DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT�MULLION(PSF) a m �
TWO-WAY MULLIONS 0.125"
SPAN TRIBUTARY WIDTH'W' 3.125" �
��� 18" 24" 30° 36" 42" 48' S4" 60" ��� 0
24' 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � MULLION m
MULLION �
36" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0 � �
48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 � 0.375° Z
eo• zoo.o zoo.o �eo.s �aa.o ��a.9 �oo.s 89.3 so.a W, 1" X 3-1/8" (LIGHT) MULLION � z
- - -- -72"--1621--121:5--972--81:0--69:5--60.8--54A--48.6- _ O
-- ALUMINUM 6005-T5 -ln -�------ -�-
84" 102.1 76.5 61.2 51.0 43.7 38.3 34.0 30.6
I 96" 68.4 51.3 41.0 34.2 293 25.6 22.8 20.5 �W� ��� - �
- D S w W
. ioa° aa.o 36.0 zs.e za.o ao.s is.o ie.o TINO-WAY MULLION IAGRAM � o
r�e�etaorFS: QUALIFIED ANCHOR CLIPS
' i. SEE SHEET 1 FOR INSTRULTIONS ON USING TABLES.SEE SNEETS 2-4 FOR TYPICAL INSTALI,ATION METHODS 6 CLIP
DETAILS. Z
' 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. � � � ,
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. � `���� 0 .*Z(������
4. 5EE SHEET 3 FOR SPECIFIC LLIP DIMEN5ION5. `�� �Q�,..••••., Nj �
5. ANCHOR REQVIREMENTS: � � � � � �
•WOOD:#12 WOOD SC0.EW5 �•� �
•CMU:3/16•I11N TAPCONS � � �� �� LL : �
•CONCRElE:3/16'ITWTAPCONS U CLIP 2 X 5 ANGLE CLIP • � ��
•METAL:12-14 SELF-DRIU.ING SCREWS(6RADE 5) ALUMINUM 6005-Tb ALUMINUM 6063-T6 y�� ~ `
6. INSTAU.ATION SUBSTRATES: "•MUST BE USED IN PAIRS ������'•. . �
•WO00 ANCHORS SHALL HAVE A MI1J.EMBEDMENT OF 1-1/2•6 ED6E DISTANLE OF 1•.WOOD SNALL BE SAIN.5.6:0.55. U-GSP FOR USE ONLY IN �i ' '
•HOLLOW CMU ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'6 E06E DISTANCE OF 2-1/2•.HOLLOW LMU SHAU. MULLION-TO-MULLION ���j'y••*PR��� �
BE MEOIUM WEI6HT CONFORMING TO ASTM C 90. CONNECTLONS
•CONCRETE ANCHORS SNALI,HAVE A MLN.EMBEDMENT OF 1-3/4`4 EDGE OISTANCE OF 2-1/2•.CONLRETE SHAU.BE � � N m5 m
MIN.4000 PSI. �° �h =2 �Z
•METAL ANLHORS SHALL HAVE A MIN.(3)THf3EAD5 PENETRATION BEYOND METAL STRULTURE.STEEL SHALL BE MIN. �o o u �
18 GA.(0.045'THICIQ 33 KSI YIEL�.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. � � • � DWG#:
. NOTE:SEESHEET3FORSPEGIFIC �H' CLIP EA5056
. CL2?TYPES AND DIMENSIONS.
ALUMINUM 6069-T6 SHEET: 5 0�11
- -- - I
DESIGN PRESSURE LIMITS FOR 1"x 4'MULLION(PSF)
ONE-WAY MULlIONS �'� �Eas�ern
SPAN TRIBUTARY W�DTH'W' � ��e��
��� 18" 24" 30° 36" 42' 48• 54" 60" evartae
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION Wp
EA57EAN ARGRTEtnA.LL SYS7FM5
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION � 'FT�MYEIIS•M1.�7�9��
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eo° �oo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o w� "' �" �
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72" 200.0 200.0 200.0 200.0 200.0 186.1 176.4 170.1
N Z
O o� �� _
64" 200.0 185.7 155.0 135,0 121.3 111.4 104.2 99.0 W� µ� > �o O���
1.000" ���g ���.
96" 156.9 �z�.e �o�.� s�.s �s.o ��.� 65.9 ez.o ONE-WAY MULLION DIAGRAMS � � °�p �`��
SOS" 108.9 84.2 69.6 59.9 53.1 48.1 44.4 41.5 w m X� w
��"w m �mm�
CY a o ��<a
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1RIBUTARY WIDTN= WI Z W2 0.250' � � a w o�
DESIGN PRESSURE LIMITS FOR 1"x 4"MUWON(PSF) m �
� �
TWO-WAY MULLIONS 4.000" � �
SPAN TRIBUTARY WIDTH'W' �
'L' lg^ Zq" 30" 36" 42" 48" 54" 60" � ¢
�
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200•0 MULLION Wl,t MULUON �,
m
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.5 � �
48" 200.0 200.0 200.0 200.0 200.0 186.1 .165.4 148.8 � 0.250° Z
eo° zoo.o zoo.o zoo.o i9a.s i�o.i ias.s 132.3 ii9.i w� 1"X 4" MULLION �
__ ____ 72" 200.0 200.0 198.5 165.4 141.8 124.0 310.3 99.2 � _ __ �"� Z
ALUMINUM 6008_T5 �
84" 200.0 159.2 127.3 106.1 90.9 79.6 70.7 63.7 I��_ � �pp,
96" 142.2 106.6 65.3 71.1 60.9 53.3 474 42.6 w��r� � Ci
108" 99.8 74.9 59.9 49.9 42.8 37.4 333 30.0 TW�-WAY MULLION DIAGRAMS � W
�
r�e�NOres: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR lYPICAL INSTAU.ATION METHODS 6 Q.IP �
DETAILS. �
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANO SPANS IS ALLOWED. Z
3. SEE THIS SHEET FOR SPELIFIC MULLION DIMENSIONS. `���� �c a� �� �
4. SEE SHEET 3 FOR SPELIFIC CLIP DIMENSIONS. �`���..`•• ,.�ti�.
5. ANCHOR REQUIREMENTS: � � � � ���
•WOOD:#12 WOOD SLREWS �•� �
•CMU:3/16'ITW TAPCONS � g �
.CONLRETE:3/16"ITW TAPCONS LL • ~ �
•METAL:12-14 SELF-DRII�.ING SLREWS(6RADE 5) �'; � C
6. INSTALLITION SUBSTRATES: • • • • + �y'•., ;
.WOOD ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANLE OF 1".WOOD SHALI,BE MIN.5.6:0.55. �i d' •• '
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENTOF 1-1/4'd ED6E DISTANCE OF 2-1/2'.HOLLOW LMU SHALL ANGLE CLIP ���/i�y •*PR��� �
BE MEDIUM WEI6HT CONFORMIN6 TO ASTM C 90. ALUMINUM 6063-T6 N j:
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'd EDGE DISTANLE OF 2-1/2'.CONGRETE SHALL BE T
MIN.4000 PSI. •'MUST BE USED IN PAIRS Q o �� �_ ��
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MITJ.
IB GA.(0.045'THILIQ 33 KSI YIELD.ALUMINUM SHALL BE MIN.LB"THICK ALUMINUM 6063-T5. �
DWG#:
NOTE:SEE SHEET 3 FOR SPECIFIC E A 505 6
• Q.IP TYPES AND DIMENSIONS.
. SHEET: � QF 11
11
DESIGN PRESSURE LIMRS FOR 2"x 4"MULLION(PSF) f�s�et�
ONE-WAY MULLiONS ,M�;
SPAN TRISUTARY WID7H'W' t .+t�wct{�t�aTtt�.
��� 18" 24° 30" 36" 42" 48" 54" 60" �^{ liVRlbi9'
24° 206.0 200.0 2W,Q 240.0 20Q.Q 204A 2QQ.6 21?0.o MULLIQN � e•stitm+�uamc�cn�cu.svs�s
�u
IOOSOMY.ULtR4AD
MULLION ._.t. rr.xveas.tt usi�
36" 200.0 200.0 200A 200.0 200A 200.0 200.0 200.0 m:�eoo�vz-::a nc�s�s)xv.t+1:
48" 200.0 200.0 2p0.0 200.0 200,0 200.0 200.0 2p0.0 � m
�im �
6Q° 264.0 200.d 206.0 280.0 200.6 204.Q 20Q.4 206A wf � � -�i��
72" 200.0 200.0 200A 20C1.0 200.p 197.0 186.8 180.1 I ���° 0���
84" 2QOA 200A 2Q0.6 141.0 171.5 157,6 147.5 240.1 wt !-wt ��f� p�t fi�
96" 200.0 182.3 151.3 130.9 116.7 106.4 9$.6 92.8 QN�-WAY MULLION DIAGRAMS � Z� � ' W W x`� �m��
108" 163.0 126.1 1U4.1 89.6 79.5 72.0 66.4 62.1 ��"'o m � �
CS „ �+� �
� m a'�- �
<
TRIBUTARY WIb7N= Wl Z W2 0250" W � CJ+�o�
OESi�N PRf55URE lIMITS FOR 2"x 4"MUILtON(PSF} � y ,.°'� �
1W0-WAY MUlUONS
SPAN TRIBU7ARY WID7H'W' 4�� �
��� 18" 24" 30" 36" 42" 48" 54" 60" t o
24" 200.Q 200.0 ZOOA 200A 200A 200.0 200.0 260.0 MUl.LION m
MULLION �
36" 200.0 200.0 200.0 20q.0 200.p 200.0 200.0 200.0 �
48° 200A 200.0 200.0 268.0 2Qtt.0 197A 275.1 157.6 t 0.250" �
so^ zoo.o zoo.o xao.o zao.o iso.i is�.e iao.i izs.i W, 2"X 4"MULLION Q z
- _ ----72"-206.Q-2QQ.4 2q0.0-iJ5.1--150.1--131.3__llfi.7-_1Q5.1_ -� �"� O
~ �-- - - -- Al:UMINUM-6005-T5 -- -� -
sa° zoo.o zoo.o iso.i iso.s izs.� iiz.s ioa.z 9o.i H �---- �-----
96" 200.0 159.5 127.6 ip6.4 91.2 79.8 70.9 63.8 Wr �� � �
iaa° ias.a iu.a s9s �aa sa.o se.a as.a aa.a TWO-WAY MULLION DIAGRAMS a
r�s�NOres: QUALIFIED ANCHOR CLIP5
I. SEE SHEET i FOR INSTRttCTIONS ON USIN6 TABt,ES.SEE SFfEETS 2-4 FOR NPICAL INST�tl2ATION METFiObS 6 Ci.IP
DETAILS. �
2. I.INEAR INTERPOLA'fXON BETWEEN LTS7ED WID7N5 ANb SPANS IS ALLOWEO. Z
3. SEE TNZS SNEET FOR SPECIFIC MUl3SON DZMENSIONS. ���,, O �`�33����
4. SEE 5}iEET 3 FdR SPECIFIC CLIP DIMENSIOFtS, w � � r �� �EZ,,. ,, �+l �
5. ANCHOR REQUIREMENTS: ��
•WOOb:#12 WOOD SGREWS 4•� r-
+CMU:3t26'ITW TAPCOSJS � ��
+tONCRETE:3l26•ZiW TAPCONS �' • F-
•METAL•12-14 SELF-DRILLSNG SCREWS(C,RADE 5) N ' �
U> :,
6. INSTALLATLON SUBSTRATES: � * � � �'y� •., ,
•WOOB ANCHORS SHAl.t.HAYE A MIN.EMBEbMEFlT OF I-i!2'd,EDGf DI5TANLE OF 1".WOOD SHAIL BE A1ZN.5.6.=4.55. ��i�¢j?�"' '��•4 �
•NOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT QF 3-il4`d E06E DISTANtE OF 2-i/2'.NpLL4W CMV SHAl.L ANGLE CClP ��i�� '������ �
BE MEDIVM WEIGHT CONFORMING TO ASTM C 90. A4UMINUM b063-T6 cv i:
.LONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMEN7 OF 1-3/4'6 EDGE DISTANCE OF 2-1/2".CONGRETE SHA4L BE ,,, m� m� J�
MUST BE USED IN PAIRS �u^�
MIN.4000 FSI. �p Z � �
•ME7AL ANtHORS SNAI.4 NAVE�1 MIN.(3)THREADS PENETRA'12QtJ BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. a d o
18 6A.(0.045"THICK)33 KSI YIE4b.ALUMINUM SHA4L BE MIN.1/6°THICK ALUMINUM 6068-T5. DWC6#:
� NOTE:SEE SHEET 3 FOR SPECIFZC� C A 5 Q�b
. tLTP TYPES AND DIMENSIONS. SHEET° 8 OF i l,
.�
DESIGN PRESSURE LIMRS FOR 2"x 6°MUWON(PSF)
ONE-WAY MULLIONS �� Eas�er�
SPAN TRIBUTARY WIDTH'W� :��K�pw�
��� 18" 24" 30" 36' 42" 48" 54" 60" evirc►+a
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION � e�shrw�aamEawu.svs�s
10070 UVAAIA RpAD
MULLION FT•MYE0.5.fL 779U
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2.ppp° na(eao���:.::w rx��x�yluv.z�u
48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L � � � �m
WI f � m
60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 "� #��
72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 I I � ���� d��^
84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 140.1 wi I--wz--1 0•250' ���s p�[fi�
96• zoo.o zoo.o �ae.s 161.6 �oa.� 131.3 �z�.s 114.6 pNE-WAY MULLION DIAGRAMS w�x� �m��
108" 200.0 197.0 162.7 140.1 124.2 112.6 103.8 97.0 ��O1 wo m s m�
w S��R
°t �t�
Wl.W2 6.000' t .ui o
TRIBUTARY WIDTH= Z � w a�
DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) d � �
TWO-WAY MULLIONS
SPAN TRIBUTARY WIDTH'W' �
��� 18" 24" 30" 36" 42° 48" 54" 60" �--, o
24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION m
MULLION �
36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � �
48° 200.0 200.0 P00.0 200.0 200.0 197.0 175.1 157.6 Z
� 0.250°
eo^ zoo.o zoo.o zoo.o zoo.o iso.i is�.e iao.i ize.i w, 2"X 6"MULLION � z
. 72'=-200.0--200.0--200.0--175.1__150.1__13L3_116.7__SO5.1_ O
84" 200.0 200.0 180.1 1501 126J 112.6 100.1 90.1 I ALUMINUM-6005=T5 - -H�-ggg��------ - - -
96" 200.0 197.0 157.6 1313 312.6 98.5 87.6 78.8 w� ��-+ - � N
. ioa�� zoo.o i�s.i iao.i iie.� ioo.i aze ��.a �o.o TWO-WAY MULLION DIAGRAMS � o
r�s�NOres: QUALIFIED ANCHOR CLIPS
1. SEE SHEET 1 FOR INSTRULTIONS ON USING TABlFS.SEE SHEETS 2-4 FOR TYPICAL • • • •
INSTALLATION METHODS&0.IP DETAII,S. Z
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEF THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. `������ �c a����A,��
4. SEE SHEET 3 FOR SPECIFIC GLIP DIMENSIONS. `�� ��,.•j•• •., �Yj i
5. ANCHOR REQUIREMENTS: �
•WOOD:#12 WOOD SGREWS �•• �
•CMU:3/16`ITW TAPCONS ' Q
•CONLRETE:3/16"ITW TAPLONS LL • ~ �
N: �
•METAL:12-14 SELF-ORILLING SCREWS(GRADE 5) y ;
6. INSTALLATION SUBSTRATES: � � � � �i�L'•.,
.WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'6 ED6E DISTANCE ����j� �" ' '���F �
OF 1' WOOD SHALL BE MIN.S.G:0.55. ANGLE CLIP ��i y *p�0�� �
•HOLLOW CMU ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'6 EDGE ALUMINUM 6063-T6 �v j:
DISTANCE OF 2-1/2".HOLLOW CMU SHALI.BE MEDIUM WEIGHTCONFORMING ., m� �'
70 ASTM C 90. MUST BE USEO IN PAIRS �iii � Y� ��
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEOMENT OF 1-3/4'6 EDGE o 0 0 �_
DISTANCE OF 2-1/2" CONGRETE SHALI.BE MIN.4000 PSI. DWG#:
•METAL ANLHORS SHALI.HAVE A MLN.(3)THREADS PENETRATION BEYOND EA 5056
, METAL STRUCTURE.STEEL SHALL BE MIN.18 6A.(0.045'TF(ICK)33 KSI YIELO. NOTE:SEE SHEET 3 FOR SPECIFZC
, ALUMINUM SHAU.BE MIN.1/B°THICK nI.UMINUM 6063-T5. CLIP TYPES AND DIMENSIONS. SHEET: A OF 11
7
•,
- - �
� Eas�ern
Arwrtee�u�,+�.
er�reM�
I Z'�� � EAS7EaNAOO¢7ECnA.LLSYSTFMs
IOOJO�AVAYAI�OAD
PT.MY61t,R]791]
f/F.(EW)/77-Si0/FXt(7797]69-Mii
0.250" �m
'� � 1.000' --�{ 2.000° �►--� f LZi�t' �
—'1 I-� i.000� --{ F-- i.000� o.zso� � o.z� � e.000� �°�� °���
��� ���
0.125' � 0.125' � 4.000" 4.Q00' W W f° �m��
3.125• 3.126' 0° w
�� o ��m�
� 1 � �. � ma��
d awo�
0.375' 0.625" 0.250' 0.250" 0.250" �i � � �t
n.
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEA1/Y) . 1"X 4" � 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION k-"
USE WITH CLIP TYPE(5): USE WITH LLIP TYPE(5): USE WITH CLIP TYPE(5): USE WITH CLIP TYPE(S): USE WIl}I LLIP iYPE(5): o
• 1"�H'CLIP • 1"�N�LLIP • ANGLE CLIPS(PAIRS) . 2"'H'pSp . 2•'H'LLIP
. 1"'U'GLIP • 1"'U'CLIP USE CLIP DEPTH=3-1/2" • 2"'F'CLIP . 2''F'CLIP m
. 1°'p'q,ip • 1"'F'LLIP • ANGLE CLIPS(PAIRS) • ANGI,E CLIPS(PAIRS) N
• ANGLE CLIPS(PAIRS) • AN6LE CLIPS(PAIRS) USE CLIP DEPTH-3-1/2" USE LLIP DEPTH=5-1/2'
USE CLIP DEPTH=2-3/8' USE CLIP DEPTH=1-7/8' O
H Z
0
- --. - w -�----- -- -
� w
OTE:SEE SHEET 3 FOR SPECLFIC �
GLIP TYPES AND DIMENSIONS.
O
Z
`��`` *a������
��.��Q-�.•,.... N�
'o, ,�
���`
li , � �$
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od'9�''• • ' F
.,��y *QRO`` �
W N T �,
F� m m
�� �y
00 �_ ��`,z
0
DWG#:
. EA5056
. 5"E�:10 aF 11
.,,
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
� �Eas�ern
iaoHrtccrwu�
MULL er�rcae
� 'WI' �{�— 'W2' --{ � SPAN'L' � E�sttw�NwmECnmu.ars�ns
I I 100]OYAVARLIROAD
M�J� FL MYE43,R 7791]
�J PN:(l00)�12.7201 F7(:(3]9)]69-2tl2
� SPAN'L' I
I V m
� SP N L' � � WI f N � �''�g�
�Wl �o� O�m�
� ���T-,
<j�T Q m�i
�Wli W pWp �w G aW0��
M V� �� � m ��m�
SPAN'L' � \ 'W2' � ��
� � mo �
W2 � a �uioa
L a M �
'WZ' \ / �
I // // // \ / o
I m
L �
HORIZONTAL MULLION HORIZONTAL MULI.ION yERTlCAL MULLION HORIZONTAL MULI.ION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY ZO
H z
--- --- --- --�=wi��-wz�—�{--- -- -- — ----- -------- -- -- � -- -
� � MULL � � MULL � w p�,
SPAN'L' SPAN'L' �
� � �
� �
'WI' 'Wl'
�
MULL �
SPAN'L' Z
``` ''��
`.``���`°..'i�ag��Li
� 'wz� 'wz' �o. ,��• '
\ / �---r � . �
�=: � :
'''�b�,...• PR.��L
VERTICAL MULLION � y
HINGED DOOR W/SIDELIlE HORIZONTAL MULI.ION HORIZONTAL MULLION �i * ��
{�N m T tu
F-ul m 2 J V1
Z � Q~
NOTES: o° 3 u 2 �Z
1. DRAWZNGS ARE DIAGRAMMATIL IN NATURE AND CONFIGURATLONS NOT o
SPECIFICALLY SHOWN MAY BE EXTR�tPOL.ATED FROM TH�SE SHOWN. DW6#:
2. IF THE LOAOING TYPE CANNOT BE DETERMINED,USE TWO-WAY EA 5056
' ASSEMBLY LONFTGURATION VALUES.
. 3. FENESTRATION PRODUCTS SHAI1 BE ANCHORED AS APPROVED. SHEET; �� OF�1 1
1