HomeMy WebLinkAbout16-17897 -• " � CITY OF ZEPHYRHILLS
� � - ' � 5335-8TH STREET
(813)780-0020 17897
BUILDING PERMIT
i PERMIT INFORMATION LOCATION INFORMATION
Permit IVumber: 17897 Address: 6402 HUNTINGTON DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Propos�ed Use: NOT APPLICABLE Lot(s): Block: Section:
Squa�re Feet: Subdivision: SILVER OAKS
Es�t. Value: Parcel Number: 03-26-21-0120-00000-0971
Improv. Cost: 4,800.00 OWNER INFORMATION
Date Issued: 12/13/2016 Name: PRILLIMAN, LANI C.
Total Fees: 90.00 Address: 6402 HUNTINGTON DR
Amo�nt Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/13/2016 Phone: (813)997-1557
Wo k Desc: INSTALLATION 9 WINDOWS & DOOR S/S
CONTRACTOR S APPLICATION FEES
WEST COAST WINDOWS & EXTERIORS I BUILDING FEE 90.00
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Ins ections Re uire
FO TER 2ND ROU H PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
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1ST ROU6H PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLA SHEATHING MISC. MISC.
CONSTR CTION POLE FRAME MISC. MISC.
REINS ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local overnment shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may b�found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
� "Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
� before recording your notice of commencement."
Compl'ete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
' NO OCCUPANCY BEFORE C.O.
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CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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oumer&coMrsctor sig�Cack of spp6catio�,naisntetl
!f 6vEr525�.�NoYxe of CocrtnScrKrment is requir�, (AIC uD6��oYn 57600} �
'" Agent(ror 7�e cor�tr,�ctor)or Aower or Attomcy((or ws ovmer)vAuld hs somsanc v��n nota�s�e�d�etRer tro�n owner autnoN3ng s�ne
BVER'IHE COUN'fER PERM1TTiNG (o�py of contrxt�cqttiro0)
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� NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to"deed"restrictions"
� which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
I contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended contractor are unceRain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
i 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
Counry
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended). If valuation of work is$2,500 00 or more, I
certify that I, the applicant, have been provided with a copy of the "Fiorida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating �
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that i understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shali become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR N ATTORNEY BEFORE RECORDING YOUR NOTICE F COMMENCEMENT.
FLORIDA JURAT(F.S.117.0
OWNER OR AGENT CONTRACTOR
Subscribed and swo�lo(or affirmed) efore me this Subs ibed and sworn to(or �rmed)before me this
(v by__��,qve "7G�.Lf3AJY�'1 llj3/ir by i)ti� ��+c.+-!3i}u�•�.
Who is/are personally known lo me or has/have produced Who islare personally known to me or haslhave produced
��5�•��,ij��/luwv� asidentification. <:$cn�l ' asi�entificalion.
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Commission No. Commission No.
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o.c�'Y°oi� Notary Pubik State ot FlorYtle o�+'Y i� Notary Public tate oi Florida
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City of Zephyrhills
BUILDING PLAN REVIEW COMI��NTS
Contractor/Homeowner: �., �n�,�t�,���/(,�i Y��S'
Date Received: f �- �—��
Site: � �� 2- ��I`,� �/� ��
, �
Permit Type: � (,�I r'l�d 7� � ���
Approve �w/no comment � Approved w/the below comments: ❑ Denied w/the below comments: ❑
This co�nn�en�sheet shall be kept with the permit and/or plans.
�
�7 i,�
Kalvin witz � lans Examiner Date Contractor and/or Homeowner
,� (Required when comments aze present)
' 13}03f214i6 �2:27 8738853214 —
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BCIS Home Log In User Registration Ho[Topics Submit Surcharge Stats&Fac[s Publications FBC Staff ; BCIS Site Map Links i Search :
�'��:C('�::
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Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail I
� . . .
j'.w.}"a"Y„�>`-.a;�::
�.,� -. � FL# FL17472-R1
i_.�� �.:_�, ,..,..
Application Type Revision
Code Version 2014
Application Status Approved �
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified �
by the POC and/or the Commission if necessary. i
Comments
Archived ' '
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road �
Fort Myers,FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Emaii
Category Windows �
Subcategory Muilions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
� AAMA 450 2010
TAS201 1994
I TAS202 1994
, TAS203 1994
Equivalence of Product Standards
Certified By
, Product Approval Method Method 1 Option A
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJS%2fi W IPJ6... I 1/3/2016
; Flo ida Building Code Online Page 2 of 2
� Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved OS/08/2015
Summar of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472. R1 C_CAC._622=104CAR.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size,angle and design FL,17472 R1 II PA-0004 HVHZ SS 2015-02-28.odf
pressure rating Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.odf
Created by Independent Third Party: Yes
17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472_R1 C,_CAC__622=101CAR;pdf
Approved for use outside HVH2:Yes FL17472 R1 C CAC 622-102CAR ocJf
Impact Resistant:Yes FL17472 Rl C CAC 622-103CAR.odf
Design Pressure: N/A FL17472__R1__C,_CAC,_622=1,OSCAR:pdf
Other: See drawing set for mullion size,configuration and FL17472 R1 C CAC 622-106CAR.odf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 II PA-0003 HVHZ SS ZO15-02-28.odf
Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 Rl AE PER3285 HVHZ SS 2015-02-28 odf
Created by Independent Third Party: Yes
eack Next
Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The S[ate of Florida is an AA/EEO employer Coovriah[2007-2013 State of Florida. Privacv Statement Accessibili[v Statement Refund Sta[ement
Under Florida law,email addresses are publlc records.If you do no[want your e-mail atldress released in response[o a public-records reques[,do not send
electronic mail to[his entity.Ins[ead,contact the office by phone or by[raditional mail.If you have any questions,please con[act 850.487.1395.•Pursuan[to
Sec[ion 455.275(1),Florida S[atutes,effec[ive Oc[ober 1,2012,Ilcensees licensed under Chap[er 455,F.S.mus[provide[he Departmen[with an email address if
they have one.The emails provided may be used for o�cial communica[ion with[he Ilcensee.However email addresses are publlc record.If you do not wlsh[o
supply a personal address,please provlde the Department with an email address which can be made available[o the public.To determine if you are a licensee under
Chapter 455,F.S.,please tlick here
Product Approval Accepts:
� � E4hs„ik �
Crec�it Card
Safe
.e �� !�II��Sl�
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJS%2fi WIPJ6... 1 I/3/2016
I
- S-T�E-RI�ARCHII'ECTURAL SYSTEMS �
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERALNO7E5. �'Wl'� 4 'WZ' I �'Wl'�'W2'—{
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&Sth EDITION � � I f
FLORIDA BUILDING CODE,INCLUDING THE HIGH VElOC17V HURRICANE ZONE.
i
3. APPROVED IMPAR PROTERIVE SYnEM IS NOT REQUIRED FOR THIS PRODUR IN WIND BORNE DEBRIS REGIONS 4 / �� / \� F �6 MULL
INDIVIDUAL UNffS ATTCHED TO MULLIONS MUST BE IMPACT RATED � �� $ j SPAN'L'
ANCHOR CLIP, /� �\ I
4. ADEQUACY OF THE ExISTING STRUGTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABIE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE �P �/ � � � t
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECT OF
'"ST"��,T'°". VERTICAL SPAN
S. 1%AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSfER ALL LOADS TO THE // /� VERTILAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIIITV OF THE ENGINEER OR ARCHITECT OF RECORD q SPAN'L' �SPAN�'L'�
FOR THE PROIER OF INSTALLATION.
MULLION }
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ARUAL CONDITIONS FOR A 7YP % % �� �
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �WZ�
A LICENSED ENGINEER OR ARCHITECT SHAIL PREPARE SITE SPECIFIC DOCUMENTS f-0R USE WITH THIS DOCUMENT IN �� �� �
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. � �
7 MULLION&CLIP MATERIAI.ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �� �� p Wl
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION �
CONFIGURATIONS,AND DESIGN LOAD CAPACRIES. ANLHOR LLIP,� A
S0. IN ACCOftDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME �P 4
INTOCONTACTWITHALUMINUMUNITFRAMINGSHALLBEPROTEREDASDEFINEDINSEC2003.8.4. �PICAL MULLION ASSEMBLY HORIZONTAL��T�� MULL SPAN
MULL
INSIRUCTIONS. �SPAN'L'�
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. � �
2. CHOOSE A MULLION THAT PROPERLV FITS THE FENESTRATION PRODUCT 'W2'
TABLEOFCONTENTS 3. DETERMINEWHETHERASSEMBLYREQUIRESONE-WAYORTWO-WAYMULLIONS: y1 �
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF �
SHEET REVISION SHEETDESCRIPTION ONE-WAYMULLIONS. p
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
� - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIpE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLYAND LOAD E7(AMPLES. p � �WI�
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. I
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN j
3 - ANCHOR CLIP DETAILS PRESSURE Of OPENING USING CHARTS ON SHEETS 6-10. f� �
4 - MULLIONSECTIONS 5. QUALIFIEDCIIPNPESAPPEARONSHEET56-lO.MULTIPLEANCHOR
TYPE/SUBSTRATE/CIIP COMBINATIONS WITHIN AN OPENING ARE ALLOW ED.
5 - TYPICAL MULLION 6 CLIP ASSEMBLIES 6. THE IESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PftODUCT WILL HORIZO NTAL SPAN
GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/8"(LIGHn MULLION DESIGN LOAD TABLES
7 - 1"X 3-1/8"(NEAVY)MULLION DESIGN LOAD TABLES
8 - I"X 4"MULLION DESIGN LOAD TABLES `�1111I�!f/� REVISIONS EASTERNARLHRELTORALSYSTEMS
9 - 2"X 4"MULLION DESIGN LOAD TABLES ��(����S F ������� '• Eastern ensreRNnMEfFL SYPP�Y
�� - \``` � �� '% ��w�^n�r Iw1.:�•.��i�i a 00]00FVRRIAROAO
2"X b"MULLION DESIGN LOAD TABLES � !v . ' ,.�.p i ,,_;� w„��„�',�.;; FORTMYERS,FIARIDA]]91]
' �. ,•'•• . 0 � .. . eao-e3anoa
�l - MULLION ASSEMBLY AND LOAD EXAMPLES i•, � T�T�� hJ
— 7$_.. — HVHZ CLIPPED ALUMINUM TUBE MULLIONS
-�' . ' * = VERTICAL AND HORIZONTAL CONFIGURATIONS
_ � • T T : � = GENERAL AND INSTALLATION NOTES
' �1 =./ P �4�` OATE:DRAWN BY: PflEVRREO BV:
Digitally signed by Hermes F.Norero,P.E. : o,�,•., t�o�,•'`� 02 os i3 TJH
j�� • N � G�`\� OMWINGNO SLRL£: f� FB ECEGTIFIC 1EOF
Reason:I am approving this document i���� ��,�1��� PA-0003 N.T.S. �4�,p. AUTHORIZ�TIONN0.295)B
Date:2015.02.28 12:45:10-05'00' �E�DANIRB/AO�iI��W� 8 BV DATE DESCRIPfION � REV 5M1 �OC ,1 R��
YNdSi1
S
� z.000�� �
-- 0.250"
--� � 1.000" � 2.000" �
—+-� � I.000" � � I.000" _
� 0.250" � 0.250" � 6.000"
0.125" � 0.125" 4.000' 4.000"
3.125" 3.125"
� �1 i ! � 1 �1
0.375" 0.625" J 0.250" 0.250" J 0.250" J
_ 1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR 5EE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALZFIED CLIPS QUALIFIED CLIPS QVALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP lYPES AND DIMENSIONS.
��������/ REVISIONS FASiERNRflCHREGTtIRNL5Y5TEMS
`\�" ��/� ��r� ApNI510NOF
� � J astern FASTERN METAL SYPPLV
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=�1' . �j = �!' = VERTICAL AND HORIZONTAL CONFIGURATIONS
_ '.ort. . T/�T OF ? � = MULLION CROSS SECTIONS
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J98 EASD�RIII��,p�{�{�{_6fA.]3B SHEET: REV:
iHiE CENT.OF 111TFOR121110N N0.Y95)8 BY OAh OESLPIPPON REV Z OF 1 1
�4„� �y„�—
�5��� 1`5���
� o o � 2.25" o # '-2.25" 0 1 0 0
� �
2.25" /\ 1.75"
2.625" 3.375" o �25�� O � 0 225" o � -
I � � 4.625" 5.375"
� o 0
0.12� �
225" � 0.125" �I" — —
0.125" Z° � 1 } o 0
1 � f 2" X 5" X 1 3/4" L-CLI P z.ZS��� j
1 2" X 5" X 2 1/4" L-CLIP o.iz5° z��
2�� X 4�� X 3 3/8�� L-CLIP ALUMINUM 5063-T6 ALUMINUM 6063-T6 � �
ALUMINUM 6063-T6 f '
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"--�I l�
I I
2.25" ° 0 225" � � o � 0.722".--� �-- 10.46"
l o �``/ - 2.25" 0 2.25" /
`O 225" o 0 2.25" � o � o I�5�� f 2.335" 225"
� 2.25" o 0 0
� 0.188" � � 0 225" o �25" o
1.25" � 2.125" 2.125"
� 0.188"
f 10 15/32" X 2 1/4" H-CLIP } „ � „ � '.z5" � � �
21/4 U-CLIP 13/4 U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 � 10 15/32�� X 13/4�� H-CLIP �
ALUMINUM 6063-T6
8.25"
225"—f225" 2.25"-- ,
0 0 0 0
2.625"
```����I I I I(/��' REVISIONS _"- EPSTERN A�ONISION OF`�STEMS
`\���5 F O���' � Easterrl EASTEftN METAlSYPPLY
O O O O � • =
ioo3o envnAw nono
� �� ; , ALUMtNNUM ANo}o�vti}.� FORTMYERS.FLORIpA]391]
� , :_�,.�»....ia� �...r•�a...ex�.... . 806431.]2114
0.125" ��Z'�,:'w 7 J��O i TITLE j� HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" �� 1 -�. . ' $": * - VERTICAL AND HORIZONTAL CONFIGURATIONS
� .fl : �~pr,T � :� � CLIP DETAILS
� 8 1 411 X 3 3 81' H-CLIP � ' � ' • � ' DATE:OMWNBY: PREPPREDBV:
� � = o :.q pP,: W� 02 05 '13 TJH
� T � BViLDINGD40P5,INC
ALUMINUM6063-T6 'i�F F•py,� G���� ow�wiHCNo: scn�: qs FBVECERTIFILATEOF
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reac rm°i"��i�lr�w�lr�n�o.zss�e B1' onre oEscaianou A�' 3 OF 11 —
INSTALLATION INSTALLATION INSTALLATION
ANLHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 1 1/2"MIN. ANCHOR(SEE NOTES HORIZONTA•L '
SHEETS 6-10) EDGE DIST SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP
CONCRETE OR o
MASONRY BY OTHERS ° a j } o .
CAULK BETWEEN < a a a 1 1/4'!MIN. 3/4"MIN. � EXTERIOR MULLION CLIP
CONCRETE/MASONRY 61X ' � a � EMBEDMENT EDGE DIST o �P
WOOD BUCK BY OTHERS _____ _ __
� 'U'LLIP
a TYP
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS �
MASONRY BY OTHERS a _
LAULK BETWEEN o I I
MULLION CLIP CONCRETE/MASONRY 6 2X • VERTICAL �
TYP WOOD BUCK BY OTHERS a MULLION,TYP I I
v
� �
I I 2 X WOOD BUCK °,
EXTERIOR I I INTERIOR BY OTHERS a MULLZON
� INTERIOR ,-vP �HORIZONTAL SECTION
I I MYP LION 4 T-MULLION INTERSECT.DETAIL
� HORIZONTAL SECTION SIDEVIEW
g VERTICAL SECTION 4 1AMB-2XWOODBUCK
4 HEAD-CONCRETE/MASONRY SIDEVIEW-HORIZONTAL I I
SIDE VIEW-VERTICAL INSTALLATION I I
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP
EXTERIOR i i INTERIOR
I I MULLION EXTERIOR INTERIOR
I I Typ NOTE
i i MULLION LLIP
DETAILS SHOWN ARE TYPICAL FOR � � TYP
I I ALL MULLION 6 CLIP ASSEMBLIES.
I I SEE SHEETS 6-10 FOR ALLOWABLE YERTICAL
� MULLION LONFI6URATIONS,SIZES, MULLION,TYP
I I MULLION CLIP AND DESIGN PRESSURES.
I � T�P
E HORIZONTAL SECTION
a a � 4 X•MULLION INTERSECi DETAIL
a d O'
SIDE VIEW
.0 a � 1 1/4"MIN.
d ' EMBEDMENT
PRECASTSILL ° ` � + ``�� i��� _�� FASTERNARD��uo LSvSiE�.�S
,,,,,, REVISIONS ��Eastern
BYOTHERS `������SF ����� ■ EASTERNMETAL$YGPLY
iooan envnaw nono
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INSTALLATION �`Z�:' •��•�O �� mie: �� e����
ANCHOR(SEE NOTES 2 1/2"MIN. , 7�_-. _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEETS 6-10) EDGE DI57ANCE _* ; �k _ VERTICAL AND HORIZONTAL CONFIGURATIONS
q VERTICAL SECTION ��=, TP�` :�w� INSTALLATIO DETAILS
OPTE:DRPWNBV: VREPAREDBV:
4 = o .9� pP,: <u � 02 OS 13 TJH
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, VERTICAL MULLION
� U—CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H—CLIP
SUBSTRATE BY OTHERS
` SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H—CLIP ANCHORS
ALL INSTALIATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WI'CH 1"x 3 I/8"MULLION
AND H-CLIP OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
,,,,�„�„�,,,,, REVISIONS _••_�Fastern �TERNMCMITECTURNLSYSTENS
A DMSION OF
�\�/`� �S F O ��j� FASTERN METNL SYPPLY
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DESIGN PRESSURE L1MIT5 FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS � � MULLION I MULLION I I
SPAN'L' TRIBUTARY WIDTH'W'(IN.) � �
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 �
36 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" �n-I�.,-I �
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 1
84 301.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 �
96 6�.4 5�.� 4�.5 35.z 30.8 z�.6 z5.6 u.z z3.5 ONE-WAY MULLION DIAGRAMS
' 108 4�.2 35.7 28.9 24.4 213 19.0 17.5 17.2 15.9 }
0.375" J
DESIGNPRESSUREIIMITSFORMULLION:l"x3-1/8" LIGHT�-TWO-WAYMULLIONS 1�, X 3-1/8�� (LIGHT) MULLION ��-I
SPAN'L' TRIBUTARY WIDTH'W'(irv.) ALUMINUM 6005-T5 � MULLION �
(IN.) 18 24 30 36 42 48 53.125 54 6o MULLION
24 200.0 200.0 200A 200.0 200.0 200.0 200.0 200.0 200.0 �
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 -
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 a7.3 TRIBUTARY WIDTH= Wl�W2
S4 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 Z
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 28.0 23.3 20.0 17.5 15.5 15.6 14.0 �^����
TWO-WAY MULLION DIAGRAMS
TABLE NOTES•
i. SEE SHEET 1 FOR INS1RUcl"IONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTaLLATION METHODS 6 LLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEETHI55HEETFORSPECIFICMULLIONDIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS.
•WOOD:#14 WOOD SLREWS
•CMU:1/4"ITW TAPCONS
0 0 •CONLRETE:1/4"ITW TAPCONS
° •METAL.1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
° •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G:0.55.
0 0 0 0 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL
0
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
2 1/4�� U-CLI P 2�� X S�� X 2 1/4�� L-CLI P •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"G EDGE DISTANCE OF 2-I/2" CONCRETE SHALL BE
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-T5 •*MUST BE USED IN PAIRS •METAL ANLHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-LLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS `�����������l�i��� REVISIONS �� �'�"""q o�o'�oF`sYs�E""�
0 0 0 ,,.���S F o ,.,, � JEastern FASIERNMETNLSVPPL�
� � • �-./f��'j �'"t i'4,,.�'.:�"�w„�" w�o.,y�.��.�, FORTNYERS.FLORDA]39t]
=.�`���••• • � "Q � „. . BOOn33-t3W
NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 - 7 �� - '�T`E' t HVHZ CLIPPED ALUMINUM TUBE MULLIONS
$._':
CLIP TYPES AND DIMENSIONS. _* • % � 't = VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15/32" X 2 1/4" H-CLIP =��; „T�T� '�= �" x 3 , e" LIGHT MULLION
�PTE:DRAWNBY: FREPAFEOBY:
ALUMINUM 6063-T6 ' ��` ' � �P'����� 02 OS 13 TJH BURDINGDROPS,INC.
��'��y��,����_\G`�� DRAWINONU SCnIE: h FBPECERTIFIGTFOF
�jq��p r� 8 \� PA-0003 N.T.S. �ym AVTNORRATIONN0.295)8
3BB EAST 6�(y11 er��fl YQ��J]e
fBPE CERTNOF AUIMORIIAlION N0.2B5'!B BY OATE OESCRIPTION REv 5H6�OF �� ���
- -- - �,� ,
MULLION �
DESIGNPRESSURELIMITSFORMULLION:1"x3-1/8"(HEAVY�-ONE-WAYMULLIONS � � '
SPAN'L' TRIBUTARYWIDTH'W'(IN.) � � 1.000" MULLION -
(IN.) 18 24 30 36 42 4S 53.125 54 60 �
24 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .
as 200.o zoo.o zoo.o zoo.o zoo.0 zoo.o zoo.o 200.0 200.0 0.125" �
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 -
72 200.0 154.5 126.8 109.1 97.1 58.9 84.0 83.3 79.7 3.125" �n��o-I
84 126.2 96.1 75.4 66.8 58.9 53.2 49.6 49.1 46.1 yI �
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 1 ONE-WAY MULLION DIAGRAMS
108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-7W0-WAY MULLIONS 0.625�� �
SPAN'L' TRIBUTARYWIDTH'W'�IN.) 1�� X 3-1/8�� (HEAVY) MULLION �' I-
(IN.) 18 24 30 36 42 48 53.125 54 6D I MULLION �
ALUMINUM 6005-T5 MULLION
2a 200.0 200.a 200.0 200.0 200.0 200.0 200.0 200.0 200.0 i
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 145.9 134.0 -
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 893 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1�WZ I
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 -
106 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 ��,_I��,�
TWO-WAY MULLION DIAGRAMS
TABLE NOTES.
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPILAL INSTALLATION METHODS 6 CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED V✓IDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIL LLIP DIMENSIONS.
0 5. ANCHOR REQUIREMENTS.
•WOOD:#14 WOOD SCREWS
� •CMU:1/4"ITW TAPLONS
o •CONCRETE�1/4"ITW TAPCONS
•METAL•1/4"SELF-DRILLING SCREWS(6RADE 5)
13/4�� U-CLIP o 0 6. INSTALLATIONSUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DSSTANCE OF 1" WOOD SHALL BE MIN.S.G=0.55.
ALUMINUM 6005-T5 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WE2GHT LONFORMING TO ASTM C 90.
U-LLIP FOR USE ONLY IN .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2" CONLRETE SHALL BE
MULLION-TO-MULLION 2�� X 5�� X 13/4�� L-CLIP MIN.4000PSI.
CONNELTIONS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SNALL BE MIN.1/8"THILK ALUMINUM 6063-T5.
� ""MUST BE USED IN PAIRS
\����'����� REVISIONS EASTERN ARCHITECTURAL SYSiEMS
�\� C ��/� ���� nDNI510NOF
``�\�_^�J F O���'' ��A aster�n EHSTEftNMETAI.SYPPIY
� F0p]O BNVPRU ROAD
���nnnn
O O O `�C(�. � ��� �� ....�n.w�..on.vn�,.n OFTMVERS.iIOR�On])9t]
.O ` ur�ivurw.sH 800-aJt.I30C
NOTE'SEE SHEET 3 FOR SPECIFIL - 7$!_? - ��`E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS. o 0 0 =* . / = 'k = VERTICAL AND HORIZONTAL CONFIGURATIONS
= "o • T T OF : a = 1" x 3 1 8" HEAW MULLION
4/ DPTE:DRAWNBY: PREP/.RE�BY:
10 15/32" X 13/4" H-CLIP '�o,�,'••..toRioP•'.Z�: 02 05 13 TJH
� \ � BUiLDINGD1iOP5,INC.
ALUMINUM 6063-T6 �i�•�- ` � G �� oanmr+cNo: scue: ' , FBiECFRTIFICAlEOF
�ry�+"`�b7eJ'pp��W����` PA-0003 N.T.S. 1�� AUTHORRATiONN0.295�8
iHPE LEATN�AV1HOItIZAlION N0.29510 BY DATE �ESCRIPTION REv S�7�OF �� p��
�-•-i �
- MULLION � •
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS � � 1.000" MULLION I
SPAN'L' TRIBUTARY WIDTH'W'(IN.) - �
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � - .
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
as zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zao.o zao.o
eo zoo.o zoo.o zoo.a zoo.o zoo.o zoo.o ioo.o zoo.o zoo.o �-,_I�v-I
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000"
�, zoo.o 159.9 �30.4 ���.z 98.0 �.5 �.5 8�.> >6.� ONE-WAY MULLION DIAGRAMS
96 140.1 1063 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOft MULLION:1"x 4"-NJO-WAY MULLIONS � �� I�
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 0.250 MULLION MULLION �
��Na �8 z4 30 36 4z � 53.�z5 � � 1" X 4" MULLION �
24 200.� 200.� 200.0 200.� 200.� 200.0 200.0 Z00.� Z00.�
36 zoo.o zoo.o zoo.0 zoo.o zoo.o zoo.o zoo.o zoo.o i98.5 ALUMINUM 6005-T5 �
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 20D.0 200.0 198 5 170.1 148.8 134.5 132.3 119.1 j
72 200.0 20D.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 �
Sa zoo.o 15a.� 1z3.8 io3.i se.a 77.a 69.5 6e.8 61.9 TRIBUTARY WIDTN= Wl`WZ J-
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 Z ����n�
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES.
1. SEE SHEET 1 FOR INSTRULTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS rtLLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPELIFIL CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS.
•WOOD:#14 WOOD SCREWS
•CMU:I/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •�ONLRETE:1/4��ITWTAPLONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
� 6. INSTALLATION SUBSTRATES.
, •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SNALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL
' o 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 .CONCRETE ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2" CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANLHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRULTURE.STEEL SHALL BE MIN.
18 6A.(0.045"THILK)33 K5I YIELD.ALUMINUM SHALL BE MIN.I/8"THICK ALUMINUM 6063-T5.
0 0 0 0
0 0 0 0
2" X 4" X 3 3/8" L-CLIP .�t""""�,, REVISIONS �� FASTEftNARLMITELTU(iAL5v5TEM5
`�\`` �S F O'�/�' �� ADN4510NOF
8 1/4" X 3 3/8" H-CLIP `�r ,�' / astern FASTEfWMETALSVPPLY
ALUMINUM 6063-T6 � Q' .• (C � ■��I, � ��,,,y� 100308AV�AINROAD
"'"MUST BE USED IN PAIRS ALUMINUM 6063-T6 `��ti.; . :�'S)O'y `„u�,���`_'..�o
1�.i��.vr w�..nawo...e u.an..n FORTMYERS.GLORIOA]]913
BOP-0J2Q30E
7 �• � T�r�E: HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* :� � $ •= * VERTICAL AND HORIZONTAL CONFIGURATIONS
= "a • T T : � = 1" x 4" MULLION
� � •�/ � �L/ � WTE:DMWNBV: PflEPPNEDBY:
NOTE'SEE SHEET 3 FOR SPECIFIC %O,�-., ( pP,: <u� 02 O5 13 TJH
CLIP TYPES ANO DIMENSIONS. %(c��`i N�"�(j����� ow,vnNc�o: sc,ue: am FBGECE RFICAIEOF
�Sr�n""-337€�6I,.�����` PA-0003 N.T.S. ��.;j AVTHORIZARONN0.295)8
!9B D�/1YA BFJ�G1�.138 SMEET: REV:
'�d b� BY DATE DESLflIPTON REV
rsvc crnr oc�����iax uo.sss�e 8 OF 1 1
I-,-� .
DESIGNPRESSURELIMITSFORMULUON:2"z4"-ONE-WAYMULLIONS MULLION I
SPAN'L' TRIBUTARY WIDTH'W'(IN.) � �
(IN.) 18 24 30 36 42 48 53.125 54 6p '� z.000" � MULLION I
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 �
48 200A 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200A I
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" --�
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 �n��v�
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000"
�� ��.� ���.� 89.9 �6.0 66.2 59.� �.4 53.� 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MUIlIONS
SPAN'L' TRIBUTARY WIDTH'W(IN.) � I � I�
(IN.) 18 24 30 36 42 48 53.125 54 60 } MULLION �
z4 2ao.0 200.o zoo.o 200.0 zoo.0 200.o zoo.o zoo.o zoo.o 0.250" J MULLION
36 z�.o z�.o z�.o ��.o z�.o z�.o z�.o z�.o z�.o 2" X 4"M U LLION �
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 I
60 200.0 200.0 200.o z00.o 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 305.1 �
84 200.0 200.0 180.1 150.1 128.7 112.6 301.7 300.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 W1+W2
108 145.2 108.9 8�.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= z I „ I I n-�
I- -II-
TWO-WAY MULLION DIAGRAMS
TASLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS h CI.IP
DETAILS.
2. LINEAR INTERPOLATION BETN/EEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULIION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIL CLIP DIMENSIONS.
5. ANLHOR REQUIREMENTS.
QUALIFIED ANCHOR CLIPS •W��D:#14WOODSCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:I/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES.
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G.0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCNORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2" CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
2" X 4" X 3 3/8" L-CLIP
\��������I/� REVISIONS FASTERNARCNREGTURALSYSTEMS
ALUMINUM 6063-T6 ����� S F ����� ����/ FASTE0.NnMETALSVGPLY
**MUST BE USED IN PAIRS `����E O��i�� ■ /� astern
'I� � �!,,., ,s+..ru..,w�..�nw1oo n�o:� 'oowenvnawaono
'� ```V.'� �.�0 i .. ...• i as wv BWi]MVER�S.FLOFIDAJJ91]
` •( TRLE: ~ � .. .
7$!�_: - HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPELIFIC * ' / ~ � 't = VERTICAL AND HORIZONTAL CONFIGURATIONS
= 'fl . T� : � = 2" x 4" MULLION
CLIP TYPES AND DIMENSIONS. � 7� =. • W` WTE:DftAWNBY: PftEP�REDBY:
: O,t�.. C OP.� �'.
�I�`' • � G'\�\ DRAOGNOS �3 S�TJH BURDINGD40PS.INL.
��p� q�H�q � FBPECERTIFICAiEOF
]OB EASYd�/1yEAL'11 BY��3]8 PA-0003 N.T.S. E�� AUiHORIZARONN0.295]B
1� /,�py{� SNEET: pEy;
iHPE CEATN O F?UIHCfAtA ON N0.295J8 BY DRTE OESCRIPTION REV 9 OC 11
�� •
c ,
�•-� �
� 2.000" � MULLION I
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULl10N5 - � I ,
SPAN'L' TRIBUTARY WIDTH'W'(IN.J MULLION -
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.D 200.0 200.0 200.0 200.0 200.0 200.0
36 2DOA 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � �
48 200.a 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.a 0.250" � .
60 200.0 200.0 200.0 200.0 200A 200.0 200A 200.0 200.0 �^��n�
J2 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 z�.o z�.o �86.8 161.6 ��.� 131.3 ��.o �z�.8 ��4.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000"
���
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS � MULLION
SPAN'l' TRIBUTARY WIDTH'W'(IN.) MULLION
(IN.) 18 24 30 36 42 48 53.175 54 60 �
2G 2D0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 �
36 200 0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 �
48 200 0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 -
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 305.1
84 z00.o z00.o 180.1 150.1 1za.7 11z.6 101.7 100.1 90.1 0.250" �
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 67.6 78.8 2�� X 6��MULLION ������
�oe z�.o ��5.� ��.� ��6.� ��.� 8�.6 �9.� ».8 �o.o ALUMINUM6005-T5 TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl`Wz
2
TABLE NOTES.
I. SEE SHEET 1 FOR IN57RUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR 1YPICAI INSTALLATION METHODS G CLIP DETAILS.
2. LINEAR INTERPOLATION BETN/EEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEETHISSHEETFORSPECIFICMULLIONDIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIL CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS.
•WOOD:#14 WOOD SCREWS
•LMU:1/4"ITW TAPCONS
0 0 0 0 •LONCRETE•1/4"ITW TAPCONS
•METAL.1/4"SELF-DRILLING SLREWS(GRADE 5)
6. INSTALLATLON SUBSTRATES.
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-I/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•LONLRETE ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"h EDGE DISTANCE OF 2-1/2" CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANLHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
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2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY =* : $ ";'* — VERTICAL AND HORIZONTAL CONFIGURATIONS
ASSEMBLY LONFIGURATZON VALUES. � .a _ '"�T � _ MULLION ASSEMBLY AND LOAD EXAMP�ES
3. FENESTRATION PRODULTS SHALL BE ANCHORED AS APPROVED. � � :.�� (L` ppTE�RAWNBV: PAEPMEDBv:
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BCIS Home Log In User Registration Hot Topics � Submi[Surcharge 5[ats&Facts Publications FBC Staff ; BCIS Site Map Links i Search
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Product Aooroval Menu>Protluc[or Aoolica[ion Search>Aoolica[ion Lis[>Application Detafl
.«. „�
�+c�a:��u:�Y' •�� FL# FL14605-R4
L_`?W.:��r;::tE . _....,
`�"` Application Type Revision
Code Version 2014
Application Status - Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived L...i
Product Manufacturer Eastern Architecturel Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurence Representative
Address/Phone/Email
Category Exterior poors
Subcategory Sliding Exterior poor Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.5,2/A440 2005
ANSI/AAMA/NWWDA 101/I.5.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
TAS 201 1994 �
TAS 202 1994 i
TAS 203 1994 �,
Equivalence of Product Standards I
Certified By
htt ://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJNIxUeoVLgRz%2bv3.., l l/3/2016
_ �� Flo'ida Building Code Online Page 2 of 5
Product Approval Method Method 1 Option A
Date Submitted 04/06/2016
Date Validated 04/13/2016
Date Pending FBC Approval
Date Approved 04/13/2016
Summar of Products
FL# Model,Number or Name Description ,
14605 1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD
SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14605 R4 C CAC NI006120 O1-R2-sianed odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +60.0/-60.0 Installation Instructions
Other: Maximum 3 Panel, Multi-Track, Bypass FL14605 R4 II__08=02675.odf
Verified By: Luis R. Lomas, P.E. 62514 ,
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE_,5.1,3450,p,df
Created by Independent Third Party: Yes
14605.2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD
SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14605 R4 C CAC NI006119 O1-R2-signed pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +80.0/-80,0 Installation Instructions
Other: Maximum 4 Panel, Multi-Track, Bypass FL14605 R4 II 08�02691.odf
Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL,14605__R4,_AE 513466,pdf
Created by Independent Third Party: Yes
14605.3 Series 6Z3 Impact Vinyl SGD Series 623 Impact Vinyl SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14605 R4 C CAC NI011134-RS odf
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes OS/31/2021
Design Pressure: +50.0/-50,0 Installation Instructions
Other: Maximum Size: 144"x 96"3 Panel Bypass,2-Treck. FL14605 R4 II 08-01671A.odf
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lomas, P.E. 62514
NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE_512351A.odf
FL14605_R4_AE NOA 14__0423,.17.PDF
Created by Indepenclent Third Party: Yes
14605.4 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14605 R4 C CAC NI011134.01-Rl.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes OS/31/2021
Design Pressure: +50.0/-50.0 Installation Instructions
Other: Maximum Size: 192"x 96"4 Panel Bypass, FL14605 R4 II 08-01670A odf
2-Track.FRAME MATERIALTO BE RIGID PVC FROM Verified By: Luis R. lomas, P.E. 62514
DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by IndependentThird Party: Yes
Evaluation Reports
FL14605 R4_AE 512350A�df
FL,14605 R4.._AE NOA 14_0423,.17,PDF
Created by Independent Third Party: Yes
14605,5 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14605 R4 C CAC NI011134 02-RS odf
Approved for use outside HVH2:Yes Quality Assurance Contrect Expiration Date
Impact Resistant: No 04/30/2021
Design Pressure: +50.0/-50.0 Installation Instructions �
Other: Maximum Size: 144"x 96"3 Panel Bypass,2-Track. FL14605 R4 II 08-01673A.odf
Verified By: Luis R. Lomas, P E. 62514
http�.//floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqsw 8Z VNfe8A7UJNIxUeoVLgRz%2bv3... 11/3/20 I 6
_ '� Flo ida Building Code Online Page 3 of 5
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Created by Independent Third Party; Yes
NORTH AMERICA AAMA CERTIFIED(DEP-1) Evaluation Reports
FL14605 R4__AE__512353A.pdf
Created by Independent Third Party: Yes
14605.6 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14605__R4„C_.CAC NI011134„_03-R3.,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date �
Impact Resistant: No 04/30/2021
Design Pressure: +50.0/-50,0 Installation Instructions
Other: Maximum Size. 192"x 96"4 Panel Bypass,2-Track. FL14605 R4 II 08=01672A.odf
FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By: Luis R. Lomas, P.E. 62514
NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE 512352A.odf
Created by Independent Third Party: Yes
14605.7 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD
SGD �
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605 R4 C CAC NI009416.02-R2.odf
Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009416.03-R2.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 06/30/2021
Other: See drewing for Design Pressures. Maximum 4 Installation Instructions
Panels, Multi-Treck,Bypass FL14605 R4 II 08-02673.odf
Verified By• luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE 513448.odf
FL14605 R4 AE NOA 14-0423.16 SaFlex HP.PDF
_.........------......---..__..._..._._._........---................-------
Created by Independent Third Party: Yes
14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD
SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605 R4 C CAC NI009021.01-R2-siqned�df
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes O5/31/2021
Design Pressure: +90/-90 Installation Instructions
Other: Maximum 5 Panels, Multi-Track, Bypass,with and FL14605,__R4,_II 08-02674,,pdf
without Pockets. � Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE 513449.odf
FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF
Created by Independent Third Party: Yes
14605.9 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg
SGD 135deg
Limits of Use Certification Agency Certificate
Approved for use in HVH2:Yes FL14605 R4 C CAC NI010632-R4-siqned.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2020
Design Pressure: +50/-50 Installation Instructions
Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg. FL14605 R4 II 08-02669.odf
Corner,with and without pockets. Verified By: Luis R, Lomas, P.E. 62514
Created by Independent Third Party; Yes
Evaluation Reports
FL14605 R4 AE 513444.odf
FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF
Created by Independent Third Party• Yes
14605.10 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg or 90deg
SGD 135deg or 90deg
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605 R4 C CAC NI009044.01-R5-signed.pdf
Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009044.02-Rl-siqned.odf
Impact Resistant:Yes FL14605 R4 C CAC NI009044.03-Rl-signed.pdf
Design Pressure: N/A FL14605 R4 C CAC NI01063Z.01-R2-signed.pdf
Other: See Drewing for Design Pressures. Maximum 8 FL14605 R4 C CAC NI010632.02-Rl�sis�ned,�df
Panels, Multi-Track, Bypass, 135deg Corner,90deg. Corner FL14605,_R4__C CAC NI01,0632,=R4-si,gned,.pdf
with and without Pockets. Insulated Impact or Impact Only Quality Assurance Contract Expiration Date
Glass OS/31/2020
Installation Instructions
FL14605 R4 II 08-02732.odf
Verified By: Luis R. Lomas, P E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
http//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJNIxUeoVLgRz%2bv3... 11/3/2016
. '' Flo�ida Building Code Online Page 4 of 5 �
FL14605_R4_AE 5.13516,,.pdf
FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF
Created by Independent Third Party; Yes
14605.11 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 90deg
SGD 90deg
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605„R4.__C CAC NI009044..01,-R5-si.gned.pdf
Approved for use outside HVHZ:Yes FL146Q5 R4 C CAC NI009044.01-R6-signed.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 OS/31/2020
Other: Maximum 8 Panels, Multi-Track, Bypass,90deg Installation Instructions
Corner,with and without pockets. FL14605 R4 II 08-02670.odf
Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
, Evaluation Reports
FL14605 R4 AE 513445.odf
FL14605 R4 AE NOA 14-0423.16 Saflex IiP.PDF
........... ...._........ ............... ............_..........................,..............
Created by Independent Third Party: Yes
14605.12 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD with 5'0 Panels
SGD with 5'0 Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605 R4 C CAC NI009416.04-R2.odf
Approved for use outside HVHZ:Yes FL14605,,,R4_,.C,�,CAC NI009416.05_R2;,pdf
Impact Resistant:Yes FL14605 R4 C CAC NI009416.06-R3.odf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other:See drawing for Design Pressure. Maximum 4 OS/31/2021
Panels,Multi-Treck, Bypass with 5'0 Panels Installation Instructions
FL14605 R4 II 08-02672.Ddf
Verified By� Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE_513447.Ddf
FL14605 R4 AE NOA 14-0423,15 075 Sea Storm.PDF
.---._._....... .............----....._....__..... .........__.._......._.__...__.........._..
FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF
Created by Independent Third Party: Yes
14605,13 Series FD8100 Non-Impact Series FD8100 Non-Impact Aluminum SGD
Aluminum SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14605. R4 C CAC NI009021,,02,-R4-5i.gned,pdf
Approved for use outside HVH2:Yes FL.14605 R4 C CAC NI009021.03-R3-signed.�df
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +70/-70 OS/31/2021
Other: Maximum 5 Panels, Multi-Track, Bypass,with and installation Instructions
without Pockets. FL14605 R4 II 08-02671.Ddf
Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14605 R4 AE 513446.odf
Created by Independent Third Party: Yes
14605.14 Series FD8100 Non-Impact Series FD8100 Non-Impact Aluminum SGD 135deg
Aluminum SGD 135deg
Limits of Use Certification Agency Certificate -
Approved for use in HVHZ:Yes FL14605 R4 C CAC,_NI010633_01=R1-sianed.�df
Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI010633-R2-sianed.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 12/31/2020
Other: Maximum 8 Panels,Multi-Treck,Bypass, 135deg Installation Instructions
Corner,with and without Pockets. FL14605 R4 II 08-02668.pdf
Verified By: Uis R.Lomas,P.E.62514
Created by Independent Third Party; Yes
Evaluation Reports
' FL14605,_R4 AE._5,13443_pdf
Created by Independent Third Party: Yes
14605.15 . Series FWI 6000 Impact Aluminum Series FWl 6000 Impact Aluminum SGD
SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14605 R4 C CAC NI009448.02�signed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2020
Design Pressure: +45/-45 Installation Instructions
Other: Maximum 3 Panels, Multi-Treck, Bypass,with and FL14605 R4_II 08=02734,pdf
without Pockets. Verified By: Alexis Spyrou, P.E. Flroida P.E.68101
Created by Independent Third Party: Yes
Evaluation Reports
FL14605.._R4,AE 513518..pdf
httpl://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJNIxUeoVLgRz%2bv3... I 1/3/2016
"' Flo ida Building Code Online Page 5 of 5
FL14605 R4 AE NOA 14-0423.17,PDF
__. ....... . ............._.........._.__._........
Created by Independent Third Party: Yes
14605.16 Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD
SGD
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14605 R4 C CAC NI006179.01-R2-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2020
Design Pressure: +80/-80 Installation Instructions
Other: Maximum 4 Panels,Multi-Track, Bypass FL14605._R4._II 08-02676.pdf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL.14605_R4._AE 513451.pdf
FL14605 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party: Yes
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The State of Florida is an AA/EEO employer Coovrioht 2007-2013 S[ate of Florida. Privacv Statement: AccessibiliN Statement Refund Statement
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electronic mail to this entity Ins[ea0,con[act the office by phone or by tradi[ional mail.If you have any questions,please contac[850.487.1395.*Pursuan[to
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REVi510N5 '
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/75 R.L.
NOTES. 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI7H MANUFACTURER�S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
REOUIREMENTS OF iHE FLORIDA BUILDING CODE SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
2. WOOD FRAMING A��D MASONRY OPENING TO 8E DESIGNED AND ANCHORED TO PROPERLY q, WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 7 (OR GREATER).
3. 1X BUCK OVER MnSONRv/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMiNUM 6063—TS 1/8" THICK MINIMUM
DISSIMILAR MnTERiALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 15. APPROVED CONFIGURATIONS. OX, X0, OXO
SELECTION OF COATiNG OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHiTECT OR
ENGINEER OF RECORD
4 ALLOWABLE STRESS iNCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. wiND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL EX7RUDED RIGID PVC.
6 UNITS MUST BE GLAZED PER ASTM E1300-04, WITH SAFETY GLAZING.
7 APPROVED IMPACT PROiECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHiM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4"
9 FOR NAILING FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE �8 WOOD SCREWS
OR EQUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/2" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
10 FOR FRAME INSTA�LATION INTO WOOD FRAMING OR 2X BUCK USE �J72 WOOD SCREWS OR
EOUIVALENT WITH SUFFICIENT LENGTH TO ACHIEVE A 1 S/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11 FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 1/4" TAPCONS OR EOUIVALENT
WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAII.S.
12. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE �12 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DE7AILS.
13. ALL FASTENERS 70 BE CORROSION RESISTANT
SIGNED:06/23/2015
EASTEFNFRCNRECTUMLSYSiENS "II,!
`+ Eastern FASTENN uEfnlSVGPIv \\��\�,R� L O'/�/�i
■ �o�eo:: t4saTUDUEST�CnvE ` • •�
TABLE OF CONTENTS �;�A"�""""'^n"^•""' e��131�.ROA�onit9i� �.��GENS�'9�i�i�
SHEET N0. DESCRIPTION �VSERIES 623 VINYL SLIDING GLASS DOOR �*' 0 51 *-
1 NOTES 144�� x 96�� NON—IMPACT =,fl����`
NOTES ��0� $TAT OF
2 NAIL FIN ELEVATION DRAWN: DWG N0. REV �'"� 'c�ORI�P•��'��
3 FLANGE ELEVATION R.L. OS-01673 A ����iss�ONAt E�G��\\
4 — 6 INSTALLATION DETAILS sc"iE NTS DATE 07/13/12 s"E�1 OF 6 �����f Ifll`���\
�
REVISIONS '
REV DESCRIPTION DATE APPROVED
A REViSED INSTALLATION DETAILS 06/22/15 R.L.
144" MAX FRAME WIDTH
6" MAX � � 14" MAX O.0 --{ 6" MAX
�
6" MAX
�
� i
14" MAX 0 C. �
�
96" 93 1/4" 0 \ / O
MAX MAX �\
FRAME PANEL
HEIGTH HEIGHT
�
6" MAX
48 1/2" MAX
PANEL WIDTH
SERIES 623 VINYL SGD
EXTERIOR VIEW NAIL FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
SIGNED•O6/23/2015
±50PSF NONE
EASTEFNMCe9TEClUMLSYSTEMS `11I��I�
-��- Eastern �=.E�u��na�. \`����`' R. L����i��i
• �;+„o�+„y oo„��„�,,,,_� GOFTMYERSTFIORIDN3J91Z ��\�\G E ItiS�qlP�/�
" eoo-.a:-uoa �, F.
K•SERIES 623 VINYL SLIDING GLASS DOOR �*• 0 51 *=
144�' x 96" NON-IMPACT _„o����=
NAIL FIN ELEVATION ��0� 8TAT OF tv-r
�.n•�R '��
DRAWN: DWG N0. REV i���C•5, fOR10Q G��'\�
sni.c onTe 08 50 E673 A �ij�s'pNALyE?����
NTS 07/13/12 2 OF 6
REViSiONS '
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/22/15 R.L.
144" MAX FRAME WIDTH
6" MAX � �---}- 8 7/2" MAX O.0 —{ 6" MAX
I I I -�
6" MAX
�
�
14" MAX 0 C
96�� 93 1/4" O \/ O �
MAX MAX
FRAME PqNEL %\
HEIGTH HEIGTH
�
6" MAX
� 48 1/2" MAX � '
PANEL WIDTH
SERIES 623 VINYL SGD
EXTERIOR V1EW FLANGE INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
SIGNED:06/23/2015
+50PSF NONE
FASTERN MLNITELNRFI SYSlENS
`•• Eastern Ff3iERNNIETAlS�'PP�v \��\� R i��O/����
■ �.�..n:o�.�w�uoo a:uovia�oo:a �6NIDOMESTICAVE ��`J\ � ,{� �.q/��
,� FORTMY-jE�.FlORIOA]]91] `�•��\CjE�pS�•S/%
,L4SERIES 623 VINYL SLIDING�GLASS DOOR �*� p,�51 �t=
144" x 96�� NON—IMPACT — � —
FLANGE ELEVATION ��T�E OF ;��
DRAWN: DWC N0. REV j��•'�[pRIOP.��\��
sA e DATE OB SO E673 A ��i�ss'ONAL,ENG��\
NTS 07/13/12 3 OF 6
6
9/16" MIN. eews�oNs •
� EDGE DiSTANCE 7/S" MIN. Rev DESGRIPTION DAiE /.PPROVED
EDGE DISTANCE �
WOOD FRAMING METAI A REVISED INSTALLATION DETAILS 06/22/15 R.L.
OR 2X BUCK STRUCTURE ��4
BY OTHERS 7 5/8" MIN. BY OTHERS MAX' 7 4" MAX.
EMBEDMENT SHIM �
, SPACE � � � SHiM SPACE
1 �
} 7/8" MIN.
APPROVED ,�� ° � APPROVED `O�� ❑ O EDGE DISTANCE
SEALANT 1/4" MAX. � SEALANT �
� � SHIM SPnCE � � � � INTERIOR
� on
y�z w000 ❑ ❑ o ❑ o
SCREW i O i O �12 SMS OR SELF DRILLI�NG
SELF DRILLING SCREWS � ��
SCREw f'Io
INTERIOR METAL a U
STRUCTURE • ❑
I BY OTHERS
, � o o�q � d � �°q
I � D I � p � EXTERIOR
APPROVED JAMB INSTALLATION DETAIL
� EXTERIOR � INTERIOR SEALANT METAL STRUCTURE 1NSTALLATION
I R I R 1 5/8" MIN. 1/4'� MAX.
EXTERIOR I U D I I� � EMBEDMENT � SHIM SPACE
�� � 0
I 9 � 9 � I 9 � O � EDGE,DIS AINCE
� o INTERlOR
b12 WOOD I O i O
SCREW �/12 SMS OR �n
SELF DRILLING �
� � APPROVED � � SCREW
I ❑ � SEALANT I � � (�12 WOOD � ��
APPROVED SCREW
SEALANT �no 1/4" MAX. �^�„—, �/4�� d �"
� � ❑� I r SHIM SPACE ° u _� SH M `�
L—� + SPACE WOOD FRAMING EXTERIOR
WOOD FRAMING 1 5/8" MIN. � OR 2X BUCK
OR 2X BUCK EMBEDMENT BY OTHERS
BY OTHERS } APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
9/16" MIN. METAL �/$" M�N. SIGNED•06/23/2015
EDGE DISTANCE
EDGE DISTANCE STRUCTURE FJ�STERN�flCnRECT11ML5Y5TEN5
BY OTHERS �'��� Eastern �*E�ME�sT^�Y ��\\�5`R I'(Q���j�j
VERTICAL CROSS SECTION VERTICAL CROSS SECTION � �A�a.,,w no tl„n�,;y� Fa i�ERS�RORIOA]38R ��\'�G E MS�"9�i�i!
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION '•'' '" a�^��-��a 1 �. E`•
K SERIES 623 VINYL SLIDING GLASS DOOR ��t• oyS�51 *-
NOTES: 744�� x 96�� NON—IMPACT �,o�(�fF��`
1 INTERIORANDEX7ERIORFINISHES,BYOTHERS, INSTALLATION DETAILS ��0, TAT OF �
NOTSHOWNFORCLARITY DRAWN: DWC N0. REV ���'��•'PCORt�P'\���`
2. PERIMETER AND JOINT SEALANr BY OTHERS TO BE
DESIGNEDINACCORDANCEWITHASTME2f72 CALE DATE O$ SMOEETG73 A �/�jsS��NA`;E�G�`�
NTS 07/13/12 4 OF 6
�
_ �
2 7/2" MIN. ^ ee�sioNs
EDGE DiSTANCE I REV DESCRIPTION DATE APPFOVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 06/22/15 R.L.
BY OTHERS "° a = <-
, °a e ° ° < 1 1/4" MIN.
OPTIONAL 1X BUCK ° ' < , a � a ^ EMBEDMENT � ��q•• MIN.
TO BE PROPERLY EMBEDMENT
SECURED —T
SEE NO7E 3 SHEET 1 +
CONCRETE/MASONRY
APPROVED
� �� o O BY OTHERS o
SEALANT � 1/4" MAX. OPTIONAL 7X BUCK o ° � 5 IM SPACE
SHIM SPACE TO BE PROPERLY
fl SECURED
SEE NOTE 3 SHEET t
1/4" TAPCON I ❑ ❑ � � ,a o �
1/4" TAPCON
I oO � INTERIOR
I ❑ ❑�� 1 a � Op
i � _ D � pi � a ��
2 1/2�� � � O ❑
M�N. aq
EXTERIOR I INTERIOR DISDANCE a ° �
I — — ° a
I � �1 1 o a EXTERIOR
� 9 0 9 � �
I APPROVED JAMB/NSTALLATION DETAIL
7/4" TAPCON I SEALANT CONCRETE/MASONRYINSTALLATION
�
APPROVED � �
SEALANT I a �
NOTES:
1/4" MAX. 7 INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL iX BUCK o p a� � SHIM SPACE NOTSHOWNFORCCARITY
TO BE PROPERLY 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
SEC U R ED DESIGNED IN ACCORDANCE WITH ASTM E2112
SEE NOTE 3 SHEET 1 �
CONCRE7E/MASONRY �
Bv OTHERS , e ° a ^ a , SIGNED•06/23/2015
a � � �/4� MIN. ERSTERNARCMIiECTURLL5Y5iEM5 11I"/
�e" e e �_ EMBEDMENT �'��� Eastern Ens.iR°rau°e°asvwiv �\\���`R• (Q�,I��///
a a g °a � � � �A �sa.�ooMes.�cave �J\CJ • •�%9 i
d o �.....o......00.+�...n�a..o... iORTFrvERS.RORI0RJ3913 ��..���ENSF,s%
EWau-tXN
2 1/2" MIN. x SERIES 623 VINYL SLIDING GLASS DOOR =*• 0 51 *-
EDGE DISTANCE 144�� x 96" NON–IMPACT _.fl�j����
� INSTALLATION DETAILS ��p� $'(pT� pp •�`
VERTICAL CROSS SECTION DRAWN: OWG N0. REV i�'�`�•'�CORI�P•��'��
CONCRETE/MASONRYINSTALLATION R.L. 08-07 673 A ����sS/��'�f�l�G���\
scuc NTS DATE 07�13��Z SHEETS OF 6 �//i��NA1„����
.
REVISi0N5
APPROVED 1 1/2�' MIN.
SEAIANT EMBEDMENT � REV DESCRiPT10N DATE APPROVED
BEHIND FIN WOOD A REVISED INSTALLATION DETAiIS 06/22/75 R.L.
FRAMING
/�8 WOOD BY OTHERS
SCREW 1/4" MAX.
� SHIM SPACE
7/16" MIN �—
EDGE DISTANCE ��� r.i O �
� 1/4" MAX
I � ❑ � WOOD FRAMING 'I SHIM SPACE
BY OTHERS r
I ❑ ❑ I
I Q /�8 WOOD 0
SCREW
I ❑O� ° INTERIOR
I � ❑ O a � ��2„ �
I MIN. OQ
EXTERIOR D INTERIOR EMBEDMENT
_ _ -�--- � Qa
i O � APPROVED ��
SEALANT O
� D � � BEHIND FIN
I 7�16" MIN
I EDGE DISTANCE ~ EXTERIOR
I �p
I JAMB INSTALLATION DETAIL
❑ ❑ WOOD FRAMING OR 2X BUCK INSTALLATION
I an
JlII �
o ❑ �I I�� 1/4" MAX NOTES:
U _� SHIM SPACE 7 INTERIORANDEXTERIORFINlSHES,BYOTHERS,
+ NOT SHOWN FOR CLARITY
f 2. PERIMETER AND JOINT SEALANT BV OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2772
7/16�� MIN �—
EDGE DISTANCE
�8 WOOD wooD SIGNED•06/23/2015
SCREW FRAMING
1 7/2" MIN. BY OTHERS F�SiEnN�eCHITECTURAiS5TEN5
APPROVED EMBEDMENT �+�� Eastern ensrERNNETNlS'�Plv `\�\�`S R I'LrQ�////
SEALANT � �q F6N100MESTICAVE . -.
BEHIND FIN VERTICALCROSSSECTION ..„.o.„..,..,,,_„.s..��o.o OHTMYERS.FLORIOA]J9R �v•���EbSFqif����
WOODFRAMINGOR2XBUCKINSTALLATION .V„ `uM'~uM�~ �3�-T1a ' �
µ SERIES 623 VINYL SLIDING GLASS DOOR =*• 0 51 *=
144" x 96" NON—IMPACT �����`
INSTALLATION DETAILS � 8TAT OF
i�.P' F •��
DRAWN: DWG N0. REV /�i�s <OR1�?G�'�'��
SALE on.e OS 50 E673 A �//�S�ONA;1E?���\
NTS 07/13/12 6 OF 6
` J
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BGS Home Log In User Registra[ion Hot Topics . Submit Surcharge Stats&Facts Publications FBC Staff ` BCIS Sde Map Links ; Search
(��L�IN.:
�'m� Product Approval
� � � �� a•.'USER:Public User
e
. .w'm. ..
Product Aooroval Menu>Produc[or Aoolica[ion Search>Aoolica[ion List>Appl(wtion Detail
�` °=`�`=�°� ' FL# FL14604-R4
M�'=��.ax��=���` .__,�
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ,,
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4314
th o a rd @ e a ste rn m eta I,co m
, Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
� Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002 �
ASTM E1886 2005
� ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
� httpr//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7t%2bkEtd6yL... I1/3/2016
I
, �' Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 04/22/2016
Date Validated OS/12/2016
Date Pending FBC Approval
Date Approved OS/15/2016
Summar of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R4 C_CAC.NI006177.01-R4�signed.pdf
Approved for use outside HVHZ:Yes FL146_04 R4 C CAC NI.006177.02-R2�signed.�df
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +45/-45 06/30/2020
Other: Installation Instructions
FL14604 R4 II 08-02477.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party; Yes
Evaluation Reports
FL14604 R4 AE 513233.odf
Created by Independent Third Party: Yes
14604 2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R4 C CAC NI010607-R2-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2019
Design Pressure: +50/-50 Installation Instructions
Other:Configuration: O/X Vent Size: W-44.38"H-35" FL14604 R4 II 08-00556B.pdf
Glazing: 3/4"Overail I,G, Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R4 AE 510945.odf
Created by Independent Third Party: Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R4 C CAC NI010813-R2-signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +50/-50 Installation Instructions
� Other:Configuration. 0/X Vent Size: W-50.38"H-35.13" FL14604 R4 II 08-005586.odf
Glazing 3/4"Overall I G. Verified By• Luis R. Lomas,P.E. Florida P.E.61514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R4 AE 510947A.odf
Created by Independent Third Party: Yes
14604.4 Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R4 C CAC NI012533-RS-sianed.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure: +50/-50 Installation Instructions
Other: Configuration. O/X Max, Frame Size, W-48"H-72" FL14604 R4 II 08-00562B.�df '
Max.Vent Size W-44.Z5" H-35"Glazing. 3/4"Overall Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Laminated IG Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R4 AE 510951.pdf
FL14604 R4 AE NOA 14-0423.17.PDF
� ......._..._..---�--._..._..............-----....__._.................
Created by Independent Third Party: Yes
14604.5 Series 2461 Impact Vinyl SH Flange Series Z461 Impact Vinyl SH Flange 'i
htt�://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7t%2bkEtd6yL... 11/3/2016 �
. � Flo�ida Building Code Online Page 3 of 3
,
Limits of Use Certification Agency Certificate ,
Approved for use in HVHZ:No FL14604 R4 C CAC NI012533.01-R7__pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure: +50/-50 Installation Instructions
Other:Configuration• 0/X Vent Size: W-51"H-34.5" FL14604 R4 II 08-00564B.odf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R4 AE 510953A.odf
FL14604 R4 AE NOA 14-0423.17.PDF
-- .._.........._ .. ..... ......._.__._.......... . ....
Created by IndependentThird Party: Yes
14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R4 C CAC_NI009020.01-R2-signed.pdf
Approved for use outside HVHZ:Yes FL14604 R4__C„CAC, NIQ09020.02-Rl-si,gned_pdf
Impact Resistant:Yes FL14604 R4 C CAC NI009020.03-R2-signed.�df
Design Pressure: N/A FL14604 R4 C CAC NI010670.01-Rl.odf
Other:See drawing 08-02476 for design pressures. FL14604 R4,C__CAC NI010670,-R1,_signed_pdf
Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL14604_,R4 II 08,-02476_pdf
� Verified By: Luis R. Lomas,P.E. Florida P,E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R4 AE 513232.�df
FL14604 R4 AE NOA 14-0423.16.PDF
FL14604 R4 AE NOA 14-0423.17.PDF
Created by Independent Third Party: Yes
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Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The S[ate of Florida is an AA/EEO employer Copvrioh[2007-2013 Sta[e of Flonda. Privacv Statement AccessibihN Statement Refund Statement
Under Florida law,email aAAresses are public records.If you do not wan[your e-mail address released In response to a public-records request,do not send
electronic mail to this entity Instead,contact the office by phone or by traditional mail.[f you have any questions,please contact 850.487.1395.*Pursuant to
Sec[ion 455.275(I),Florida Statu[es,effective Oc[ober 1,2012,licensees licensed under Chapter 455,F.S.mus[provide the Department with an email address if
they have one.The emails provided may be used for official communica[ion with the Ilcensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Departmen[with an email adtlress which can be made available to the public.To de[ermine if you are a Iicensee under
Chapter 455,F.S.,please click here
Produd Approval Accepts:
� � fCh..xk �u.
. . . _.._._._._....�.
C��Ciit C�I`C1
Safe
htt //floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7t%2bkEtd6yL... 11/3/2016
�_ �,
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. I
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 RL.
B REVISED PER NEW CERTIFICATION OS/20/74 R.L.
NOTES. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
7 THE PRODUC7 SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING COOE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESiGNED AND ANCHORED TO PROPERLY 76. FOR ANCHORiNG iNTO METAL STRUCTURE USE #70 SMS OR SELF DRILLING SCREWS WiTH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICiENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 77 ALL FASTENERS TO BE CORROSION RESISTANT
4 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 7g. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR �
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 7-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER)
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D METAL STRUCTURE. STEEL 78GA, 33KSI OR ALUMINUM 6063-TS 7/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE 50 THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM 57ACK TO BE 1/4"
9 SHIMS SHAL� BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE '
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATiONS.
11 FRAME MATERIAL. EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE �70 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED'08/21/2014
FASTERN ARCMRECTURAL SYSiEMS `\`� ������O�//
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� BOOa33-tIOC J
TABLE OF CONTENTS SERIES 1441 VINYL SINGLE HUNG =*' 0�51 �'=
SHEET NO DESCRIPTION 54 X 72 —
NOTES (� �•��
��Tar��
1 NOTES DRAWN: DWG N0. REV l�O���F�OR�OP•\��\
3 � 5 NSTALL�ATION DETAILS 5 AM NTS DATE �/29/08 08 SOOSS80F 5 B ,//�ss/�NAL1��G�\\
�
J
- I�I
R[VISIONS
REV DESCRIPTION DATE APPROVED '
_ A MANUFACTURER'S NAME CHANGE 03/04/09 R.l.
53 1/2" MAX. FRAME WIDTH I
B REVISED PER NEW CERTIFlCATiON 08/20/14 R.L I
6" MAX. MAX 40.C. � 6° MAX. I
6" MAX
8" MAX. O.C.
� —
72'.
MAX.
FRAME
HEIGHT
32 1/2.'
MAX.
D.L.O I
�
6�� MAX.
� f
-- 48 1/2" MAX. D.L.O �
SERIES 144 i VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
±50.OPSF NONE
EASTERNFRCHRECTUFRLSVSTEMS "I'r,
'• Eastern ENSTERNN'ETALSYVPLY `�����R. L��,/��i���
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� eoo-+ax-:zoa �'.
SERIES 1441 VINYL SINGLE HUNG =*• 0 51 �'=
54 X 72 _,o����`
ELEVATION �O,' TAT OF ,{e(v�`
DRAWN: DWG N0. REV ��� 'P(ORtpP�\\�
CA�L'E DATE OS SOOSSS e ���jss�pNAL1E�G�\\
NTS 7/29/08 2 OF 5
�I
- - �- - - - - - - - -- �
REV1510NS
i/2" MIN. REv DESLRIPTION DATE APPROVED
� EDGE DISTANCE
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
WOOD FRAMING
OR 2X BUCK B REVISED PER NEW CERTIFICAT�ON 08/20/14 R.L.
BY OTHERS 1 3/8" MIN.
EMBEDMENT
�
BACKER ROD �
& APPROVED � 1/4" MAX.
SEALANT SHIM SPACE
� � �i 0 w00D SCREW 1 3/S" MIN. t/4" MAX.
EMBEDMENT � SHIM SPACE INTERIOR
�
1/2" MIN. �
EDGE DISTANCE
0 D � °� ° I
� �,o W000
O p INTERIOR scREw q � �
0
EXTERIOR woo� FRAM�NG o �
OR 2X BUCK p
BY OTHERS
BACKER ROD
& APPROVED EXTERlOR
SEALANT
JAMB 1NSTALLATION DETAIL
� WOOD FRAMING OR 2X BUCK INSTALLATION
�70 WOOD
SCREW
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT � � SHIM.SPACE
�
WOOD FRAMING } 7 3/8" MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
VERTICAL CROSS SECTION EASTERNRFCHRECTURP15YSiEMS `\\� �����0� //
WOOD FRAMING OR 2X BUCK INSTALLATION •• Eastern FAST RN NETNL SYpRY ���\��R j�1���j
����:^.w�M ,��oaa��aa� ��J ' • q'�
�.�a ...�......�._•.n.....� FBNJ2320C.FLORIW]391] `�•���pElVS�•��
..0:.
SERIES 1 447 VINYL SINGLE HUNG �*• O,.G�51 *=�
NOTES: 54 X 72 — (�(�t —
1.INTERIORANDEXTERIORFINISHES,BYOTHERS, INSTALLATION DETAILS ��TAT��'
NOT SHOWN FOR CLARI7Y DRAWN: DwG NO. REV �'n� FC �'����
DESIGNEDINACCORDANCEWITHASTME2EZSTOBE q M OS-00558 B �i�FS'S;�ORti�aG\\��
SCALE NTS DAiE 7/29�OS SHEET3 OF S ,�I/�O�AL"l��\�
REVISIONS
' REV OESCRiPT10N OATE APPROVED
METAL , A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
STRUCTURE 8 REVISED PER NEW CERTIFICATION 08/20/14 R.L.
BY OTHERS 1/4" MAX.
SHIM SPACE
APPROVED � �
SEALANT �
� 1/4'� MAX.
� SHIM SPACE
� D INTERIOR
�/70 SMS OR �—
SELF DRILLING 3/8" MIN.
SCREW EDGE DISTANCE �
-�- �O 0 �O
�/70 SMS OR
SELF DRI�LING
� D SCREWS �
� METAL p
EXTERIOR � INTERIOR STRUCTURE �
� D BY OTHERS p�
o EXTERlOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
O � /�10 SMS OR
SELF DRILLING
SCREW
BACKER ROD
& APPROVED
SEALANT � 1/4'� MAX.
� SHIM SPACE
METAL �
STRUCIURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTUFE fNS'fALLATION
Fl�STEHN aRCHRECiuW�L SvSiEIAs
`'• 1Eastern EPSTERNM�EIALSYPPLY `\��\�lR I�LrO'����i
■ !�A o n�M„:� 1W]OBAVPRW ROwD ���` �.9�/
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SERIES 1441 VINYL SINGLE HUNG =*'• 0 51 *�
NOTES: " 54 X 72 ������`
1 INTERIOR AND EXTERIOR FINISHES,BY OTHERS, '0
NOTSHOWNFORCLARITV INSTALLATION DETAILS 7AT OF
DESIGNED IN ACCORDANCE WITH ASTM E2E 2S TO BE DRAWN: DWC NO. REV %�'PFs,'PC ORtOP G�'����
scAM oATe oa Soosss B �ii�s,pNAL`E?����
NTS 7/29/08 4 OF 5
w
/ V •
REVISi0N5
2 1/2" MIN. �.{ acv DESCRIPTION DATE APPROVED
EDGE DISTANCE I q MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
CONCRETE/MASONRY I B REVISED PER NEW CERTIFICATION OB/20/14 R.L.
BY OTHERS °° a a < e �
d� ° ° e 1 7/4" MIN.
< a
OPTIONAL 7X BUCK ° ° e , ° a ` EMBE±MENT � ��q" MIN.
SEE NOTES 3 — 7 EMBEDMENT
SHEET 1
+ CONCRETE/MASONRY
1/4" MAX. BY OTHERS °
BACKER ROD � SHIM SPACE �a 1/4" MAX.
& APPROVEC � OPTIONAL 1X BUCK o SHIM SPACE
SEALANT SEE NOTES 3 — 7
SHEET 1
� � 3/16'� TAPCQN 3/16" TAPCON v �
INTERI R
0 0 0 �
�� �
� D o°a
o �
� Z ,,Z., a a
O O MIN. o a
EDGE a p
p DISTANCE , � �
EXTERIOR INTERIOR 1 ° o
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
BACKER ROD � 3/16" TAPCON
& APPROVED
SEALANT
7/4" MAX. NOTES:
OPTIONAL 1X BUCK � � SHIM SPACE 7 INTERIORANDEXTERIORFINISHES,BYOTHERS,
SEE NOTE 3 — 7 NOT SHOWN FOR CLARITY
S H E ET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO 8E
—� DESIGNED IN ACCORDANCE WITH ASTM E2772
CONCRETE/MASONRY � I
BY OTHERS a a o d � Q e i. EPSTERNA�DMSIONOF�STEMS ``\1��]}I(r��,/
a � EM EDMENT � '���5���� EFSTERNMETALSYPPLY `\��`� P. LOA��I�/
d a a a ^ ArwM w.�..M.A IDD30 BAVARIR FOhD ��J � ��q �i
� Q 8 a a ..�n..n a.....,�. 90P4]t204.FLOFID�]t91] `�..��C E N S�'S�
a � SERIES 1441 VINYL SINGLE HUNG �*• Oy�51 *�
2 7/2" MIN. � INSTALL TION7DETAILS �; STAT E O F ;�\
EDGE DISTANCE „n �,� Q, . �
VERTICAL CROSS SECTION D�RMN: DWG NO. OH—OOSSS RB ��i�FSS��OR1��G\\���
CONCRETE/MASONRYINS7ALLATION SCALE DnTE sMeEr �/i���NAi"����
NTS 7/29/08 5 OF 5