HomeMy WebLinkAbout16-17434 ,i
� �I CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 1743
' BUILDING PERMIT
; PERMIT INFO�RMATION LOCATION INFORMATION
Permit Idumber: 17434 Address: 6112 SILVER OAKS DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class `of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Squa�e Feet: Subdivision: SILVER OAKS
Es$. Value: Parcel Number: 03-26-21-0120-00000-0030
Improv. Cost: 9;000.00 OWNER INFORMATION
Datelissued: 6/16/2016 Name: RAYMOND MCKINNIN V TRUST#96
Total Fees: 120.00 Address: 4936 E. ASHELFORD DR
Amount Paid: 120.00 BYRON, IL 61010
Date Paid: 6/16/2016 Phone: (813)788-3264
Wo,Pk Desc: REPLACE 8 WINDOWS S/S & SLIDER GLASS
'1 CONTRACTOR S APPLICATION FEES
WEATHER TITE WINDOWS BUILDING FEE 120.00
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' Ins ections Re uired
FOOTER!I 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
,� first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may b'e found in the public records of this county, and there may be additional permits required from other governmental
,i entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
;� before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
�� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
II NO OCCUPANCY BEFORE C.O. �
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,; ONTRACTOR SIGNATURE PERMIT OFFI R
,� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
,i CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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201�087828 1
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Rept: 1776471 Rec: 10.00
!I DS: 0.00 IT: 0.00
PermitNumber ___._ _ 0�/o6/2oi6 eRecording
Parcel ID Number �p�=�.Z j.,o�20—Qeeeo•»
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N O T ! C E O F C �.M M E N C E M E N T PAULA S.O'NEIL,Ph.D.PASCO CLERK 8 COMPTROLLER
� 06/U6/2016 09:56 AM 1 of 1
State of Fiorida
County of I I �_�ASCO__N__ OR B I 4 ���$ P G 4 � '��'
THE UNDER8IGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statufes,the following information is provided in this NOTICE OF COMMENCEMEN7.
1.Description of property(legal description): o������9,p��.Q��a�._____...___._---._.._..-.----_--.._..._.._
a)Sueetl�(Job)Address: _�,�2 S.��� oa�rs 1.�2 �.P�.Q��cs, � �r 3 v,�yz __.._.__
2.Generaf dilscripGon of improvements: Replace size tor Slzs Windows t �oo. ' __ �� _ �
3.Owner Information or Lessee information if the I.essee contracted for the imprcvement: � ^ '�� �' "�.-'—_.___ ._._
a)Name��and address: �4 yMau� Mck r.v,uo� // � :cr��_d.al[s ���Y��r�t��/�C.
b)Name�and address of fee simple titleholdar(if different than Owner listed above) � �___ _ _�„�yQ
c)Intere��t in property: Owner T _ ___.�_ _�__' iM_�
4.Contractor Informatton
a)Namei and address: Weather Tite Windows 2119 W.Columbus Dr.Tampa,FL 33607 _ ^^ _ ^ __�_�_ ,
b)Telephone No.: 813-908-Ot31 __ Fax No.:(optional) 873-908-0134 _ �� _ "_
S.Surety(if applicable,a copy of the payment bond is attached)
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a)Name and address: N/A ___� _ � '
, —�__.__—._._�...._.__.
b)Telephone No.: _ �--------_.._._..._-�_.�__�....___—�---.----
c)Amount of Bond: $ ___ __. ._..._. --.----- -------.---_�. -------.,__�.�....._.__._�
6.Lender il
a)Name and address: ►�/A _ _ �_____._ ___._.._.�_.__ ___._._.__
b)Telephone No.:
T.Person5 within the State of Florlda designated by Owner upon whom notices or oiher documents may be seNed as provided by Section —' �
713.13(1)(a)7.,Florida Statutes:
a)Nam�e and address: N/A T `_
b)Telephone No.: � � Fax No.:(optionai) _ � ���_�_
S.a.ln add,itlon to himself or herself,Owner designates _J _�i_ of �_ �__ _,__ _______.��.,.
to receive a copy of the Lienors Notice as provided in SecGon 713.13(1)(b),Florida Siatutes.
b)Phone Number of Person or entity designated by Owner. NIA ,^_ __��..____...____.._.._�_.._._._.�.__._.� .___._._.
9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and flnal payment to the
contracior,but will be 1 year from the date of recordln9 uniess a different date Is specitied): ,20
WARNiNG�TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATtON OF THE NOTtCE OF COMMENCEMENT ARE
CONS(DERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 7'13.13,FLORIdA STATUTES,AND CAN RESULT IN YOUR
PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB�SITE BEFORE THE FIRST INSPECTION. 1F YOII INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
A'lTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are irue to the best of my
knowledge� d belief.
'���-z�L�_����� .-- �.�/..y���e� __,CLL��C��✓�v.�.� �
, ignah��e ofOwner or Lessee,or Owners or Lessee's(Aulhorized OfficedDUectadPartneD anager) Print Name abd Prov�de ignatn s TtlelOffice)
The fore o�ing instrument was acknowledged before me this �3'� day of .�RAn c�/ .�..� _ ,2��._��._,
b y ��p„t//� ��l i d y d N ag L�[,R/E.C (ry pe of authori t y,e.g.officer,Uustee,attame y In tact) �
f0� We�lherTlte Windows ;..r•;f, �T_._.��' ,SS Contrector �.� �..___.��---__.^___ '
(Name of Person) � � . (lype ot authodty,..e.g.offlcer,trustee,attomey In fact)
for ����l�G�V� Mc��dNOwI � (name of party on behalf of whom InsWmant was executedj.
Pe�sonally Known ❑ Praducetl ID'-- �✓ � ' � f
Type of ID DL , -�13&3 f-03(-o Notary Signature.� - ' �_----/� � _
� Print name Spencer Kass
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'��"y�,�;, $PENCER KAS3
=+;1 += Ii�Gi1(��iiSSION#FF 033074 - � - �
�=��a: EXl�IES:November 1,2017
'�'�`.',p,'�n°:�'� Bonded�Thru Notmy Publ�Und6iwrif�n
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o�•� e � ' cG STATE OF FLORIJA,COU���Y OF PASCO
�'� ,�A 7HIS IS TO CERT►FY THAT THE FOREGOING IS A
oj � TRUE AND CORRECT COPY OF THE DOCUMENT
.� * ON FILE OR OF PUBLIC RECORD IN THIS OFFICE -
* ' �nG°d�e?Yus� � * WITN S MYHANDAND FFICIALSEALTHIS
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�' . � .'" DAY OF 2 Q(�
� PAULA S.O'NEIL,CLERK&COMPTROLLER
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' • • �QQ' gy �,�/�'�- DEPUTY CLERK
S�q�E OF fr�►��
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e�saeaoozo City of Zephyrhills Permit Application Fax-813-780-0021
� , i Building Department
i Date Recelve8 � � phone Contact for Pertnittin �3 �� � � �
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II Owners Name ��N 0 a Owner Phone Number 1 � •
� Owners Address
S�.{J R. Owner Phone Number
I Fee Sfmple Titleholder Name � Owner Phane Number
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ry Fee Simpie Titleholder Address
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�j JOBADDRESS II F�J �2 LOT# �
i SUBDIVISION S 1 PARCEL IDlE O � �Z I� � ��0 ~pd.�
I (OBTAINED FROM PROPERTY TAl(NOTICE)
WORK PROPOSED NEW CaNSTR ADD/ALT Q SIGN Q Q DEMOLISH
i e INSTALL B REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FR,4ME Q STEEL Q
DESCRIPTIONOFWORK tl`�P��GE INt �jk 1 4J f� SL�AI i �p�
� BUILDING SIZE SQ FOOTAGE� HEIGHT �
�BUILDING S . O�b VALUATION OF TOTAL CONSTRUCTION �� �Q D
i QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
� QPLUMBING $ �Cy ��
I� OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
� �
�� QGAS Q ROOFING Q SPECIALTY 0 OTHER
� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
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BUILDER � � �i1pM� k! �A�NE2 r/tE (a/ �N QOf�Js'
SIGNATURE 6 REGISTERED Y N FEE CURREN Y/N
Address �� t G� {/ �Mv 'r�' License# C / I
� ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
i Address License#
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� PLUMBER COMPANY
� SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
I
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
� Address License#
4 ,
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
�
Address License#
I111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0.W Pertnit for new construction, �,
Minimum ten(10)working days after submittal date. Required onsite,Canstruction Plans,Stortnweter Plans w/Silt Fence installed, �
Sanitary FaGlities 8 1 dumpste�Site Work Pertnit for subdivisions/large projects I
COMMERCIAL Attach(2)complete sets of 8uilding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new conshuction.
Minimum ten(10)working days after subm(ttal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, �
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance �
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERN SURVEY required for all NEW construction.
' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Directions: ��_
Fill out applicaSion completely
pOwner&Contractor sign back of appliradon,notarized
If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power oi Attomey(for the owner)would be someone with notarized letter from owner authorizing same
' OVER THE COUNTER PERMITTING (copy of conVact required)
' Reroofs if shfngles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
IDriveways-Not over Counter if on public roadways..needs ROW
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INOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ,
I 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
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
p under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
i 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
I 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
G 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 "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
wiil 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 pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other 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 Environmentaliy Sensitive
iLands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Welis, 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.
� N - US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
1 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
a licensed by the State of Florida.
� - If the fill material is to be used in Flood Zone "A" in connection with a permitted buiiding using stem wall
�' construction,I certify that fill wiil 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 fiil 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 vioiate,cancel,alter,or
u set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter �
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNIMG 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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT �i�� k �� CONTRACTOR + �
ub bed and swom to r affirmej1�befo me this Sy�s be and sworn to r a d)be ore this
6 / / by ��fAC/� ��QA/Ills jS�Eby I t L �H L C./•l A/A�
Who is/are personalty�+me or has/have produced Who is/are personall o to me or has/have produced
as identificafion. as idenlification.
1�ary Public f� Notary Public
� Commission No. Commission No.
Name of Nota ��� w
}�:PGL��,, SPENCER ftASS Y,�;�.U��ri,�y' SPENCER KASS �
:�; .= MY COMMISSION#FF 033074 ;,: � .- MY COMMISSION#FF 033074 �
'�"�r,�,,:�r= EXPIRES:November 1,2017 ;a: :a: EXPtflES:November 1,20i7
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„ BUILDIIVG PLAN REVIEW COMMENTS
Contractor/Homeowner: � � � �1�1L��S
I3ate Received: ���—C,�j .
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Site: !
Pernait Type: � (.(��%1G��.t�cS u, s��f(�(,e,r _
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This corriment sheet shall be kept with the pernut andlor plans. �
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ustomer tVame/Number_��(252 — i'�'!�.�j�l�,ua,U FL Product Approval_ /'����o, ��,�� � �+�e�, � P«�NORK SHqLI CO
�REVAILING CODES MPLY W�rH
xposure__ � Size for Size Replacemen es No '�'�`7'a � ��' �4� ING CODE,
��N-AL EL�TRIC
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Florida Building Code Online 3
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Florida Depa�rtment� BCIS Home � Log In I User Regfs[retion � Hot Topfa � Submlt Surcharge � Stats&Facts � Publications � FBC Staff � BCIS Site Map � Links � sSearch'�
Busines =; „
Professi I �Product Approval
� USER:Public USer
Regulation
Product Aooroval Menu>Product or Aoolication Search>Aoolicatlon List>Appllcatlon Detall
' FL# FL1435-R18
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.
a, Comments
Archived ❑
0
Product Manufacturer PGT Industries
� Address/Phone�/Emafl 1070 Technology Drive
North Venice, FL 34275
" (941)486-0100 Ext22318
� druark@pgtindustries.com
��
;' Authorized Signature Jens Rosowski
jrosowski @ pgti n dustries.com
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V Technical Representative Jens Rosowski
� � Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275 ,
� (941)486-0100 Ext21140
� jrosowski@pgtindustries.com
� Quality Assurance Representative
� Address/Phone/Email
I, Category Windows
i� Subcategory Single Hung
I ,
Complfance Method Certification Mark or Listing
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Certification Agency Keystone Certiflcations, Inc.
Validated By Steven M. Urich, PE
I � Validation Checklist- Hardcopy Received
I
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011 �
AAMA/WDMA/CSA 101/IS2/A440 2005 �
AAMA/WDMA/CSA 101/IS2/A440 Zppg i
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 I
ASTM E1886 ZppS
ASTM E1996 2012
ASTM E283 2004
� ASTM E330 2002
�I Equivalence of Product Standards •
�� Certified By
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Florida Building Code Online 3
��
. �
/ Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
Summa of Products
FL# Model,Number or Name Description
1435.1 SH - 200 Aluminum Single Hung Window(Std. Meeting Rail,inc. Pass-
Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R18 C CAC CertificationB-SH2O0.�df
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/16%2019
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R18 II SH-200.pdf
pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705
version was not tested for water infiltration. Created by Independent Third Party: No
Evaluation Reports
FL1435 R18 AE SH-200 Evaluation.pdf
Created by Independent Thfrd Party: No
1435.2 SH -200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R18 C CAC Certification 200HD pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No O1/08/2017
Design Pressure: N/A Installation Instructions
Other: Piease see the Installation Instructions for design FL1435 R18 II SH-200HD.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R18 AE SH-200HD Evaluation �df
Created by Independent Third Party: No �
1435.3 SH-400 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLi435 R18 C CAC SH-400 Certifications.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No O1/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R18 II SH-400c pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1435 R18 AE SH-400c Evaluation.�df
Created by Independent Third Party: No
1435.4 SH- 500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R18 C CAC Certification6-SH500 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes � 08/27/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructfons for design FL1435 R18 II SH-500c.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
' Evaluation Reports
FL1435 R18 AE SH-500c Evaluation.pdf
Created by Independent Third Party: No
1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1435 R18 C CAC SH-800 Certification.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/07/2017
littps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3%... 6/5/2016
i '
� � �
Florida�Building Code Online 3 �
�� � Design Pressure: N/A Installation Instructions
Other: Piease see the Installation Instructions for design FL1435 R18 II SH-800c.odf
� pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
I� Created by Independent Third Party: No
� Evaluation Reports
i FL1435 R18 AE SH-800c Evaluation.pdf
� Created by Independent Third Party: No
; 1435.6 SH-5400 EnergyVue Vinyl Single Hung Window �
; Li of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL1435 R18 C CAC SH-5400 Certification.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
�� Impact Resistant: No 08/13/2018
� Design Pressure: N/A Installation Instructions
i Other: Please see the Installation Instructions for design FL1435 R18 II SH-5400.odf
'f pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
�' Created by Independent Third Party: No
Evaluation Reports
FL1435 R18 AE SH-5400 Evaluation.pdf
Created by Independent Third Party: No
1435.7 SH-5500 WinGuard Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL1435 R18 C CAC SH-5500 Certification pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
� Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1435 R18 II SH-5500.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
� Created by Independent Third Party: No
i Evaluation Reports
FL1435 R18 AE SH-5500 Evaluation pdf
� Created by Independent Third Party: No
� Back Next
i
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Contact Us::1940 North Monro� tr Tallaha F 3 Phone:650-487-1824
p� The State of Florida is an AA/EEO employer.Goovriqh[2007-2013 State of Florida. :Privacv S[atement::AccessibiliN Statemen[ Refund Statement
„ Under Florida law,emafl addresses are public records.If you do not want your e-mail address released in response to a publirrecords request,do not send
� electronic mall to thls entiry Instead,contact the office by phone or by traditional mail.lf you have any questions,please contac[850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if
� they have one.The emafls provided may be used for official communicaUon with[he licensee.However email addresses are pubiic record.If you do not wish to
�� supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a Iicensee under ,
Chapter 455,F.S.,please click here
Product Approval Accepts:
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— -- _- --- =MAX.BUCK�WIDTH=== �_ -___- - -- -- - -- — _ ---_ --------- _-_ - - -`---_
---�---�--_ = MAX BUCK WIDTH �- -- - -- SEE TABLE 1
SEE TABLE 1 Z8' MAX.BUCK WI�TH
28" B�SEE MAX.�� pAX. � SEE TABLE 1 2 � r
/
�2� O.C. D,SEE � �- 4'MAX.O.C.
B S� M��"'� � SHEET3 SHEET4
SHEET3 A,SEE r
A,SEE SHEET3 12�� SHEET4 j
12'MAX. /
SHEET 3 �
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I � 17.86T MAX.O.C. � � I ,
_�_ I 17.B 76 MAX.O.C. � /
� �. �- o ,
� / MAX.BUCK I / 4'MAX. - MAX BUCK i
HEIGHT SEE �B� O.C. HETG��S�EE �
T T��� F�IGHT SEE '
X 4 �o•nu�x.o.c. � rne�� X Q �� !
_ � �- , � I
I / 13.773'MA7C.O.C. x - 10'MNC.O. . �-
� - 4 � ,
A� / q 1�AX.O.C.
6-tf2'MAX. / 6-112'MA%. t
B NO ANCFIORS ATSILL � B NO ANCHORS AT SILL � Z�MAX -~ �� �
ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME,
ELEVATION FOR TYP.EQUAL LEG FRAME, PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION �
EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFlGURATIONSI
i
TABLE 1: �
Window Buck Size ReinL ��9n Pressure Certificatlon i
GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Configuration Level + CAR Number �
VINYL SINGLE HUNG WINDOW Width Height ( )psf ()psf ( l t
t)THIS PROOUCT HAS BEEN DESIGNED 8 TES7EO 70 COMPLY Wihl THE �� �� Equal-lite R4 50.0 �O.O �90-'I OZZ
REQUIREMENTS OF THE FLORIDA BUILDING CADE. �° 6Q" EquaNfte SHAPES MAY BE USED BY �
INSCRIBING THE SHAPE IN ;
2)ALL WOOD BUCKS LESS THAN 7-1l2'THICK ARE TO BE CONSIDEREO 1X 3E" 6Z" Std.ProView R4 SO.O 50.0 'I9O-1OZ� A BLOCK AND OBTAINING
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �+ 67-9/�6' Custom Sash DESIGN PRESSURES FOR �
TO SUBSTRATE.WOOD BUq(S DEPICTED AS ZX ARE 1-112'THICK OR GREA7ER. THAT BLOCK SIZE FROM
7X ANO 2X BUCKS(WHEN USED)SHALL BE DESIGNEO TO PROPERLY TRANSFER 52_��8� 84• Eq��Iaffe THE TABLE ON THIS SHEET. �
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND IN5TALLATION IS THE
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORD;(AOR). 52-�/8" 84" Std.ProView R'I 50.0 SO.O 'I9O-�OZ'I `
52-1/8" 91-13/16° Custom Sesh '
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL�RESSING I
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 5p4�g� g¢� Equal-lite i
fWCHORS SHOULD BE SEALED.OVERALlSEIWNG/FLASHING STRATEGY FOR !
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-118" B�F" Std.Pra�ew RY 6B.O �O.O 'I90-'ID2G j
BEYOND THE SCOPE OFTHESE INSTRUCTIONS. SZ-'I/B° 91-�3/�6' Custom Sash I:���i !
•'��1 Ir��� �
4)MAX.114'SHIMSAREREQUIREDATEACHANCNORLOCATIONWHERETHE ' 1-��'�'�;�f,, �,� i
PRODUCT IS NOT FLUSH TO THE SUBS7RATE.USE SHIMS CAPABIE OF `,r��`� _ `'`(,^ •� !
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST 8E �}ti � � ' '
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. ` kJ: '
�VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 � ' "•''=•='' "� � : «
5)iHE ANCHORAGE ME7HODS SHOWN HAVE BEEN�ESIGNED TO RESI5T THE - ' - �
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � o { i
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF hI1S o GENERAI NOTES 8 ELEVATIONS o m'` J ROSOWSKI �.�,• LI � J:` }
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF '"�� ' � (�,' �,`
4�:. Gk ^J:' �
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � ' �m ":�' F,, �
DISSIMILAR MAlERIALS SHALL MEET THE REQUIREMENTS OF lHE RORIDA CERT.OF AUTH.#28288 a ao° ,� �L�.'!'lD, ,('�;� >
BUILDING CADE FOR CORROSION RESISTANCE. > �� ' �i�l�F, t._��, '� �
1070 TECHNOLOGY DRIVE 1E`
N.VENICE.FL 34275 � �� ���"����� �
(941)-480-1600 N SH-5400 �, NTS � 'I OP4 oz FPA-5400.0 �z ALVNN�MI��P.E. �
i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anehor Substrate p�y�ncee 6nbe,dment ��or Substrate D stanee Emhe'dment -
#10 SMS P T Southem Pine(SCr-0.55) 7/1 1' tY' 2-1l7 x 131"Common Mail p.T Southem Pine(SG=.55) 9/16" 2-7/16"
(steel,78-8 S.S. Steel,A3B 3/8" 0.050" Max.DP o}50.0
or 410 S.S.) Steel Stud,A853 Gr.33 3/B" 0.0348'(20 Ga.) 2_1/2'x 131"R(ng�hank Nail P.T Southem Pine(SG=.55) 9/1G 2-7H6'
Max.DP of 50.0 qluminum,6063-TS 3/�' 0.0713" 74 Ga. �
2-1/2°x 145"Roofing Nall P.T Soulhem Pine(SG=.55) 9/18" 2-7/18' j
P T Southem Pine(SCr-0.5� 9/15' 1�3/8"
#12 5MS P T.Southem Pine(SG=.55) 3/4' 1-318'
Steel,A38 3/8" 0.050" #7o SMS '
(steel,18b S.S. Steel Stud,A853 Gr.33 3/8" 0.0348"(20 Ga.) (steel,18-e S.S. A�uminum,6063T5 3/8' 0.0713"(14 Ga.)
or 410 S.S.) q�minum,8063-Tb 3!8" 0.0713" 14 Ga. w 4�0 S.S.) Steel Stud,Gr.33 3/8° 0.0348"(20 Ga)
3H8"Ultraeon P.T.Southem Pine(S�0.55) 7/19" 13/8" Steel,A36 3!8' 0.050" ;
(steeq Conerete(min.2.85 ksi) t^ 13ie' WINDOW SHAPES AS SHOWN BELOW OR
Max.DP oi 50.0 Ungouted CMU,(AS1M C30) 2-12" 7-7/4" ANCHOR NOTES: SIMILAR.MAY BE USED BY INSCRIBING THE �
P.T.Southem P(ne(SG=0.55) 1" 1.y8" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN
1/4"UIUdCO(I Concrete(min.2.85 ksi) 1° �$(Q" 1)'UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHOR/1GE FOR THAT BIOCK {
BE USED FOR GROUTED CMU SILICONE ! SIZE FROM THE TABLE ON SNEET 1. j
(Steel) Un�oUted CMU,(ASTM Cb0) 2-1/2" 1-1/4" APPLICA7tONs. --1 � �
- Concrete(min.285 ksi 2-11Y 1�3J4^ �n'NOM.GLASS --►{ WIDTH {�— —r{ winn-i
2)PANHEAD,FLATHEAD OR g�NP'
P.T.Southem Pine(SG=0.55) 1" 9-3r8" Ex7�R � � � � '
1/4"CffdCfl�X Concrete(min.3.35 ksi) �" ��4+ HEXHEADAREACCEPTABLE �
(410 S.S.) Unprouted CMU,(AS1M C-80) 2 1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO T}iAT � ,� �
Concrete min.3.35 ksi 2-U2" 13(Q" A MIN.OF 37HREADS EXTEND c�7 - -- � c�7 / F f
BEYOND THE METAL SUBSTRATE.
Concrete min.3.275 ksl) 7-112" 1�/8" _ _ = w� i
ua"Aggre-Gator TYP.GLAZING DETAIL � � �W �
(18�S.SJ P.T.Southem Pine(SC�0.5� 1' 13�8" I / W I �/ � ;
Un uted CMU, ASTM C-� T 1-1/4" i i i j
RA�IU5TOP ARCHTOP
(E�UAL-Lf1ESHOWNI (PFiOVIEW/OHIELSHON'M
—+{ 3/4'NOM. � � 3!4'NOM- � —�{ 7/8'NOM. �+— � 7/8'NOM. � '
� � � �
1/8"ANNEALED OR 3/16'ANNEALED OR
TEMPERED GLASS TEMPERED GLASS 5/16°AlA PVB 5/16'A/A PVB
1/2"'AIR SPACE 3/8'AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE
1/8"ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALEO OR 3/16'ANNEALED OR �
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS i
DURASEAL, DURASEAL, DURASEAL, DURASEAL, �
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER 4
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL !
XL EDGE � XL EDGE XL EDGE XL EDGE
GLAZING TYPES �
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TABLE4:REINFORCEMENTTYPES /�J ,��•`' . ''i ,
�';:.,';�..� s
Reinforcement is r �',�,,�; _.__, _ ;
REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C 4 •r._h.?� `, i
Upper llte Lower Lite - � �;�=.
Level Bottom ToP��� Bottom Stde ' VINYL SH WINDOW FPA(NON-IMPACT) " 12/13/14 ���� ���J �
Rail Rail Rails Q - _ ;
Rl B A A A o GLASS/ANCHOR OPTIONS �m'� J ROSOWSKI '! � (- -C,�'�(S , �,a' ;
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CERT.OF AUTH.ii?9296 N N u <�r.��� �;`
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107D TECHNOLOGY DRIVE � �o ;'�,F�',� � �
N.VENICE,FL 34275 d A LVNN MILLER,P.E. �
PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) �94'I�-4BO-'I BOO `u SH-S� y NTS < 2 OF 4 a i FPA-5400.0 �i p.E.M5H705 i
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FLANGE -L SHOWN �
PRAME T� , INSTALLED INSTALLED �
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EMBEDMENT --y SUBSTRATE BUCKSTRIP
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I � � DISTANCE D O r
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HORIZONTAL SECTION A-A sHowri j
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� D�� INSTALLA710N NOTES: i
IEXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. .
2J SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND
aSUBSTRATE REQUIREMENTS.
a n 3)MAX.SHIM THICKNESS TO BE 7/4'
�I I/ 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
OPT.SASH , I ��� \ ONLY AND MAY DIFFER TO MEET DESIGN ,
BOTfOM LIFT FLANGE `i REQIIIREMENTS.
� D F,WNE LJ 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREHTE ;
NAN�LE/LOCK �D� OTHER FRAME TYPES.
SHOWN �
EQUAL � i
LEG ;
FRAME � INSTALLATION THROUGH EXTERIOR
SHO� O�❑ THE FRAME,INTO METAL � `1 ;;s�!;�� !
NO ANCHORS �,,��ct'i -. ;:�( ��,l,�,'�, I
REQUlRED IN ' �
FLANGE OR �= VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 � 'r ;�',;�.="" � " �
EQUAL-LEG = !
T FRAME SILLS �FLANGE 8 EQUAL-LEG/80X FRAMES o m J ROSOWSKI � • Cl � ' ��,� �
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VERTICAL SECTION B-B CERT.OFAUTH.p28286 N No •`)���'-^"';,' �: J
,���-�
1070TECHNOLOGYDRIVE � �` ���";`:!-`���' f
N.VENICE,FL 34275 � v - � �� A.LYNN MILLER,P.E. �
(941}480-1600 v SH-5400 ,� NTS � 3 OF 4 o z FPA-5400.0 x z p,E.p 58705 ;
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EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLEO
SHOWN INSTALLED THROl1GH THE
THROUGHTF�
THROUGHTHE 1 FRAME INTEGRALFlN
�nrnE `L
� �- EMBEDMENT EDGE DISTANCE I+
J-CHANNEL EMBEOMENT I
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SHOWN � � IO �
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� L15 '
V FIN i
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a � FRAME � BUCK WIDTH I
SHOWN
0
I HORIZONTAL SECTION GC �I
INSTALLATION NOTES:
BI1CK
HEIGHT � a O 1)SEE SHEET 1 FOR SPACING I
REQUIREMENTS. �
2)SEE TABLE(S)ON SHEET 2 FOR '
ANCHORAGE AND SUBSTRATE
REQUIREMENTS. �
3)MAX,SHIM THICKNESS TO BE 1/4'.
EXTERIOR DG� DO r-L� 4)GLASS SHOWN IS FOR ILIUSTRATIVE �
aPURPOSES ONLY AND MAY DIFPER TO �
MEET DESIGN REOUIREMENTS.
� a 5)FIN AN�/OR FLANGE MAY BE REMOVED
� TO CREATE OTHER FW1ME TVPES. '
a �OPT.SASH II I� � I � +
'BOTTOM LIFT �J� �� �
FlN I HANOLElLOCK
FRAME D i
SHOWN ' J EXTERIOR FlN €�€RIOR FIN �
FRAME � FRAME �D�� �
� SHOWN � SHOWN �
j � INSTALLATION THROUGH INSTALIATION THROUGH THE
� OO� � THE F72AME,INTO METAL INTEGR4L FIN,INTO METAL � ���`�'��%,f�. �
L � `,,� i v;!.i
♦`� �.
SHOYVN _ EDGE .�i;``` _ ��`<._�` ; �
INSTALLED ' DISTANCE ?
THTMEGN \ E�E � VINYL SH WINDOW FPA(NON-IMPACT) Q 12/13/14 � � � •'`''-" _ 4
INTEGRAL FIN ,; -
— DISTANCE o J-CHANNEL&INTEGRAL FIN FRAMES�m J ROSOWSKI '�'"' �� �' �o �S : ,•",-':'�= {
EMBEDMENT �� 1����: �
� � O :J, ST.�:i'C:.-
VERTICAL SECTION D-D CERT.OFAUTH.#29298 � x$ ,',�.,�''�"'"`'''- , ' „ !
-- — 1070 TECHNOLOGY DRIVE � qo "jr'i;!F!-�
N.VENICE,FL 34275 _ `'� t
(941 r480-1600 v SH-5400 �, NTS N 4 OF 4 �z FPA-540D.0 ,�z A��P E����P�E. '
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F�Orlu2�C��(T12nt� BCIS Home � Log In I User Regis[ration � Hot Topia � Submit Surcharge � Stats&Facts � Publicatlons � FBC Staff � BCIS Site Map � Links � Search �
Busines �
Professi �I ;�'� ��� ProductApproval
� � USER:Public User
Regulation
Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Appllcation Detail
• FL# FL1844-R22
� Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shali be reviewed and retified
i by the POC and/or the Commission if necessary.
Comments
Archived ❑
I
�
Product Manufacturer PGT Industries
p Address/Phone/Email 1070 Technology Drive
4, North Venice, FL 34275
� (941)486-0100 Ext22318
druark@pgtindustries.com
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�
� Authorized Signature )ens Rosowski
j rosows ki @ pg ti n d u stri es.co m
6'
� Technical Representative Jens Rosowski '
Address/Phone/Email 1070 Technology Drive
I Nokomis, FL 34275
6 (941)486-0100 Ext21140
� jrosawski@pgtindustries.com
i
� Quality Assurance Representative
iI Address/Phone/Email
� Category Windows
Subcategory Horizontal Slider
jCompliance Method Certification Mark or Listing ;
,I
Certification Agency Keystone Certifications, Inc.
i Validated By Steven M. Urich, PE
' 0 Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011 �
AAMA/WDMA/CSA 101/I.S.2/A440 2005 �
AAMA/WDMA/CSA 101/I.S.2/A440 2008 I
ASTM E-1886 2005 '
ASTM E-1996 2012 �
ASTM E-283 2004
ASTM E-330 2002
� Equivalence of Product Standards
ilCertified By
I
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� --- � _
Florida Building Code Online 3
✓
�
Product Approval Method Method 1 Option A
Date Submitted 05J24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/30/2016
Summa of Products
� FL# Model,Number or Name Description
1844.1 HR- 210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R22 C CAC Certifications 210.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No O3/10/2018
Design Pressure: N/A J Installation Instructions
Other: Please see the Instaliation Instructions for design FL1844 R22 II HR-210.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R22 AE HR-210 Evaluation.odf
Created by Independent Third Party: No
1844.2 HR-410 Vinyl Horizontal Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R22 C CAC Certifications 410.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/17/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Instailation Instructions for design FL1844 R22 II HR-410.pdf
pressure,size and anchorege information. Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R22 AE HR-410 Evaluation.pdf
Created by Independent Third Party: No
1844.3 HR-510 WinGuard Vinyl Horizontal Slfding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB- HR510.qdf
' Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date
Impact Resistant:Yes 08/17/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R22 II HR-510.pdf
pressure,size and anchorage fnformation. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R22 AE HR-510 Evaluation.pdf
Created by Independent Third Party: No
1844.4 HR-2710 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R22 C CAC CertificationB- HR2730.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2018
Design Pressure: N/A Installation Instructions
' Other: Please see the Installation Instructions for design FL1844 R22 II HR-2710.�df
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R22 AE HR-2710 Evaluation.odf
Created by Independent Third Party: No
1844.5 HR-2810 Premiere Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FLi844 R22 C CAC CertificationB- HR2810MI.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 07/18/2018
Design Pressure: N/A Installation Instructions
i
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6 W7CihkBPFyPw... 6/5/2016
I I � �
Florida Building Code Online 3
�
�;
1
'� Other: Please see the Installation Instructions for design FL1844 R22 II HR-2810.odf
� pressure,size and anchorage information. Verified By: A. Lynn Mfller, P.E. 58705
Created by Independent Third Party: No
� Evaluation Reports
FL1844 R22 AE HR-2810 Evaluation.pdf
i Created by Independent Third Party: No
GI 844.6 HR-5410 EnergyVue Vinyl Horizontal Roller
imits of U Certification Agency Certificate
Approv for use in HVHZ: No FL1844 R22 C CAC Certification 5410 HR.pdf
�� ppr ed for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date
�, pact Resistant: No 12/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design �L1844 R22 II HR-5410.pdf
i; pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
� Created by Independent Third Party: No
' Evaluation Reports
' FL1844 R22 AE HR-5410 Evaluation.�df
Created by Independent Third Party: No
�
1844.7 HR-5510 WinGuard Vinyl Horizontal Roller
iLimits of Use Certification Agency Certificate
Approved for use in HVH2: No FL1844 R22 C CAC Certification 5510 HR.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
� Impact Resistant:Yes 12/11/2018
� Design Pressure: N/A Installation Instructions �
Other: Please see the Installation Instructions for design FL1844 R22 II HR-5510.pdf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
i Created by Independent Third Party: No
Evaluation Reports
FL1844 R22 AE HR-5510 Evaluation.pdf
� Created by Independent Third Party: No
�
;I
�,
'�
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Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
�
i The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida.::Privacv Statement::Accessibilitv Statement: Refund Statement
Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send ,
electronic mafl to thls entiry Instead,contac[the office by phone or by treditional mail.If you have any questlons,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effec[ive October 1,2012,Iicensees licensed under Chapter 455,F.S.must provide[he Department with an email address if
they have one.The emails provided may be used for official communicatlon with the Ilcensee.However emall addresses are public record.If you do not wish to
il supply a personal address,please provide the Department with an email address which can be made available to the public.To de[ermine If you are a Iicensee under
Chapter 455,F.S.,please click here
Product Approval Accepts:
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2 ANCHORS @ 8'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. � i �
4 ANCHORS @ 4'MAX.O.C.IF THE WINOOW BUCK HEIGHT IS OVER 63'.
19'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 83'OR LESS. MAX.BUCK WIDTH SEE TABLE 1
14"MAX.O.C.IF THE WIN�OW BUCK HEIGHT IS OVER 63"
18.94' � � � 8� �
MAX.BUCK WIDTH - ' MAX.O.C. �. !
B,SEE SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 B,SEE 12.53' O.C. •
SHEET 3 � SHEET 3 MAX.O.C. i
�_ D,SEE SHEET 4 I
4• -- 1
,� MAX
O.C. 15.66'
� � � � � � � � � M�. ;
o.�.
MAX.BUCK •� MAX.BUCK � ?
HEIGHT SEE / / MAX-6UCK / / HEIGHT SEE / / / i
TABLE 7 HEIGHT SEE � TABLE 1 i
— I — TABLE t _ _ — r — — I }
�j i
A,SEE � A C,SEE � . C A,SEE � `� A
SHE 3 X O 1 SHEE� X O SHE 3 X O X � s
— 1 — .�1 �
I �_� 7' 2-7/9•
, } -'�I� II-`4" D 8'MAX. B
8'MAX. � I"�— 8"MAX. � �
� � �- I B 8'MAX. J MAX. �'I f MAX.O.C. 2-7/8'MAX.�
12-314'MAX O.C.
� t�
ELEVATION FOR TYP.EQUAL LEGBOX ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG/BOX �
8�FLANGE FRAME, XO CONFIGURATION,OX 8 XOX SIMILAR �FLANGE FRAME,XOX CONFIGURATION
XO CONFIGURATION,OX SIMIIAR MAX.SASH WIDTH=so.as• i
MAX.FIXED LITE(BUCK WIDTH-[2 X SASH WIDTH])=5928"
i
4
GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT, Tns��:
f
VINYL HORIZONTAL ROLLER Window Buck Size ReinL �g8n Prezsure Certificatlon �
Configuration Level + CAR Number �
1)THIS PROOUCT HAS BEEN OESIGNED 8 TESTED TO COMPLY WITH THE Wldth Height ( )pSf (-)p8f � Y
REQUIREMENTS OF THE PLORIDA BUILDING COOE. �5" 5¢" XO/OX R1 50.0 50.0 'IJO-1044
2)ALL WOOD BllCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 75" �}" XQ/OX � s$.O 70.0 19�-1043 '
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNR IS INSTALLED °
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 7X ARE 1-1/2"THICK 75" 63" XO/OX R3 SO.O SO.O �90'��2 I
OR GREATER 1X AND 2X BUCKS(WHEN USEDj SHALL BE OESIGNED TO e
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 75" �Z" XO/OX R4 6S.O 70.0 'I9O-�041
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR j
, ARCHITECT OF RECORD.(AOR). 'I20" B3" XOX(�/4-'I/Z-'I/4J �
R3 50.0 50.0 190-1045
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ��� 63", , XOX(1l3-1/3-1/3) t
DRESSING OR SNCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT �Zd" 83" XQX('I/4-'I/'L-�I4� �
INSTALLATION ANCHORS SHOULp BE SEALED.OVEWILL SEALING/FLASHING R4 65.� 70.0 �9�-�073
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY " �" 63" XOX(1l3-1l3-113)
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. �
4)MAX.1I4'SHIMSAREREQUIREDATEACHANCHORLOCATIONWHERETHE ��;';,�t��� �,��`�'��i� j
PRODUCT IS NOT FLUSH TO THE SUBSTRATE:USE SHIMS CAPABLE OF ' ;y .. : �;`� .� f
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ::`,�U,',��f:SE � - i
SUFFlCIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BV THE �' -"x %
WINDOW. � - .3�p� y.. E
,� VINYL HR WINDOW FPA(NON-IMPACT) q 12/13/14 _�' '`•`� ; ._,= _
5)hIE ANCHORAGE METHOOS SHOWN HAVE BEEN DESIGNE�TO RESIST TNE _ �/!(�C -.`�_rv i
WINDLOADSCORRESPONDINGTOTHEREQllIREDOESIGNPRESSURE.THE ° GENERALNOTESBELEVATIONS o� JROSOWSKI " � fJI�J ,:;--1-' �
33-1�%STRESS INCREASE HAS NOi BEEN USED IN THE DESIGN OF THIS o �� > �
PRODUCT THE t.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION � :'�?�' S}�,:Ut .,,_. .
OFANCHORSWTOWOOD.ANCHORSTHATCOMEINTOCONTACTWITHOTHER � ' '` '�Ci r'�_t�:���p' .�`.('t'�'~ �
DISSIMILAF2MATERIALSSHALLMEETTHEREQUIREMEN7SOFTHEFLORIDA CERT.OFAUTH.it29298 � �� ' �`� � ' `�i,� �
BUILOING CO�E FOR CORROSION RESISTANCE. 'I07O TECHNOLOGY DRIVE � �o , �`v��'��;>>�����`
N.VENICE,FL 34275 � d - . �
A.LYNN MILLER P.E. �
(941}480-1600 � HR-5410 y NTS � 1 OF 4 o Z FPA-5410.0 �z p,ES 58705 #
�
TABLE 2:ANCHORS INSTALLED THROUGH fW�ME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Sub�rate Min.Edge MIn.Embedment Anchor Substreffi Min.Edge Min. � �
Qo��� Distence Embedment ;
i
#10 SMS P.T.Southem Pine(SC=0.55) 7/16" 1�l8 2-1Yr'x 131"Common Nail p T.Southem Pine(SG=.55) 9/16" 2-7/16' REINFORCENT TYPE A �
(steel,18$S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0
w 410 S.S.) Steel Stud,A853 Gr.33 3/8" 0.0345'(20 Ga.) 2-1/2'x 131"Rir�g�shank Nail P T Southem Pine(SG=.55) 9/16' 2-7l16" �
Maz.DP of 50.0 Alumirnim,6063-T5 3!8" 0.0773" 14 Ga. 2-1/2"x:145"RooSng Nail P.T.Southem Pine(SG=.55) slts" a-7H6" ��, �
P T.Southem Plne(SG=D.55) 9H6" 1�/8" P.T.Southem Pine(SG=.55) 3/4° 13I8" /I'/ �II5 (
st�l,?B-8 S.S. Steel,A36 3/8" 0.050" #10 SMS Aluminum,6063T5 3J8' 0.0713"(14 Ga.) p �I `
� Steel Stud,A653 Gr.33 3!8" 0.0348"(2D CYa.) (steel,18-8 S.S. ,
�4�0 S.S.) Alumfiwm,8083-T5 318" 0.0713" 14 Ga. or410 S.S.) Steel Stud,Gr.33 3/6" 0.0346"(20 Ga.) REINFORCENT 7YPE B ;
w Stee1,A36 3f8' 0.050"
3/16"Ultracon P.T.Sauthem Pine(SG=0.55) 7H8" 7-3/8" •
(eteel) Concrete(min.285 ksi) 1" 1�B" ;
Ma%:DP Of 54.0 Ungouted CMU,(ASTM C-80 2-1l2" t-1/4" ANCHOR NOTES: �
P T.Southem Pine(SG--0.55) 1" 1�3l8" TABLE 4:REINFORCEMENTTYPES � f
7/4'UN2C011 Conerete(min.285 ksq 1' 1-3�4" 1)"UNGROUTED CMU'VALUES MAY ' o
(steel) Ungouted CMU,(AS7AA C-60) 2-1/7' �.��q�� BE USED FOR GROUTED CMU Reinforcement REINFORCENT TYPE C
Concrete(�nin.285 ks� 2-1/2" �_yqa APPLICATIONS. �ve1 VCIIt MeeUng
P.T.Southem Pine G--0.55 1" 1.3l8" 2)PANHEAD,FLATHEAD OR (45IdE5� R2U. �
�/4"CB[L��C% Conc�eta(min.3.35 ksi) �' ��/4^ HEXHEAD ARE ACCEPTABLE. Rl A D n {
F[
(410 S.S.) Uegf0Ul2d CMU,(AS7M C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT R2 A E � t
Concrete min.3.35 ksi 2-1/7' 1-3�4" A MIN.OF 3 THREA�S EXTEND R3 8 E � ll �
BEVOND THE METAL SUBSTRATE.
1/4"Aggie�Gator Concrete(min.3.275 ksi 1-1/2" 1�l8" R4 C F REINFORCENT 1'YPE D �
(18-8 S.S.) P T.Southem Pine(SO--0.55) 1" iJ/8" �
Un uted CMU, STM C90) 7' 1-1/4" ,
� �
—�{ 3/4'NOM. � —�{ 3/4'NOM. �+— —+�{ 7/8'NOM. �+— � 7/8'NOM. �+— �
I I I I I I REINFORCENTIYPEE F
1/8"ANNEALED OR 3l16"ANNEALED OR f
TEMPERED GLASS TEMPERED GLASS - 5/16"A/A PVB 5/16'A!A PVB :
1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3!8°AIR SPACE � i
1/8"ANfdEALED OR 3/16'ANNEALED OR 1/8"ANNEALED OR 3l16"ANNEALED OR �
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS �
REINFORCENT TYPE F
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER i
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE �
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i 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. �
2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND (
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3)MAX.SHIM THICKNESS TO BE 1/4'.
4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES �
� I ONLY AND MAY DIFFER TO MEET DESIGN I
� ' , I SHOWN REOUIREMENTS. f
INSTALLED 5)FIN AND10R FLANC�E MAY BE REMOVE�TO CREATE
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.� 1)SEE SHEET'I FOR SPACING REQUIREMENTS. ,
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: � i I SUBSTRATE RE�UIREMENTS. ;
i 3)MAX.SH�M THICKNESS TO BE 1/4" i
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Florida D,"�partment� gCIS Mome � Log In � User Regist2don ; Hot Toplcs � Submit Surcberge � Skats&Facts ` Publfcaklons ; FBC Staff � BCIS Slte Map � IJnks � SeBrch f
�1�5111�5�� � '
Prof�s5� �r�ai '` ���praduct Approvai
� USER:Public User
Reg�,4ation
product Aoproval Menu>Product or Aoolir,�t[,on Search>Aoulicakfon Llst>Appl(caklon Detatl
«.. F�# Fl.82Q8-R9
Application Type Revision
Code Version 20].A
Application Status Approved
*Approved by DBPR.Approvals by pBPR shall be reviewed and ratified
by fihe PdC andJor the Commission 1f necessary.
Comments
Archived ❑
Product Manufacturer PG1'Industries
Address/Phone/Email 1070 Technalogy Qrive
Nokomis,FL 34275
{941)486-Oi00 Ext2231$
druark@pgki ndustries.com
!
Authorized Signature 7ens Rosowski
I' jrosowski@pgtindustries.cam
Technical Representative Jens Rosowski
Address/Phone/Emai! 107Q Technology prive
Nakamis,Fi.342?5
(941)486-0100 Fact 21140
jrosowski@pgtindustries.com
� Cjuality Assurance Representative
RddressJPhoneJEmall
Category Exterior poors �
Subcategory Stiding Exterior poor Assemb(ies �
h
Compi�at�ce Method Certificatian Mark or listing ,
Certification Agency Keystane Certificattons,Inc. '
Validated By Steven M. Urich,PE ,
Ci Validation Checklist-Hardcopy Received
Fteferenced Standard and Year{of Standard} Standard Year
AAMA/WDMA/CSA 101/I.5.2/A440 2005 �
ASTM E-1$86 2005 ,
ASi"M E-1996 2005 I
�
. �
Equlvalence of Product Standards �
Certified By
I
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https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtishZwcYZU2lHcyso%2fG8... 7/S/2015 �
� �� fi
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Florid�Building Code Online 2
, • , Product Approval Method Method 1 Option A
I
i
' Date Submitted 06/11/2015
� Date Validated 06/17/2015
Date Pending FBC Approval
Date Approved 06/25/2015
� Summa of Products '
� FL# Modet,Number or Name Description
� 8208.1 SGD-470(Non-Impact) PGT Vinyl Sliding Glass Door
i
I Limits Use Certiflcation Agency Certificate
Appr ed for use in HVHZ:No FL8208 R9 C CAC Certification-470.pdf
A oved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
� mpact Resistant: No 11/11/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL8208 R9 II SGD-470.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
i FL8208 R9 AE SGD-470 Evaluation.odf
Created by Independent Third Party: No
8208.2 SGD-570/2770/2870(Impact) Vinyl Sliding Glass Door
� Limits of Use Certifcation Agency Certificate
Approved for use in HVHZ:No FL8208 R9 C CAC Certification-570-2770.pdf
Approved for use outslde HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/11/2016
Design Pressure: N/A Installation Instructions
� Other: Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.�df
i pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
� FL8208 R9 AE SGD-570-2770-2870 Evaluation.odf
Created by Independent Third Party: No
Back NeM
I
I
p� Contact Us: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
G
� The State of Flortda is an AA/EEO employer.�oovriaht 2007-2013 State of Florida. Privacv Statement;;AccessibiliN Statement ;Refund Statement
Under Florida law,ematl addresses are public records.If you do not wan[your e-mail address released in response[o a public-records request,do no[send
� electronic mail to th(s entity.Instead,contact the office by phone or by[reditional mafl.If you have any quesqons,please contact 850.487.1395.•Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if
[hey have one.7he emalls provided may be used for official communicatlon with the Iicensee.However email addresses are public recard.If you do not wish to
� suppiy a personal address,please provlde the DepaKment wlth an email address whlch can be made avallable to[he public.To de[ermine If you are a Ilcensee under
Chapter 455,F.S.,please click here.
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https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtishZwcYZU2lHcyso%2fG8... 7/8/2015
1�
GENERAL NOTES:SERIES 470 NON-IMPACT SLIDING GLASS DOOR
DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VARIES, NOT RATED FOR
ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISiON EXTRUSIONS,LTD.HAS BEEN TESTED TO SEE SHEETS 8&9 IMPACT RESISTANCE
COMPLY WITH THE FLORIOA BUILDING CODE FOR PLASTICS.
2)GLAZING TYPE:(FROM EXTERIOR TO INTERIOR}:3/16'TEMPERED GLASS+��/�6'AIR SPACE+3/�6"TEMPERED GLASS CAP;
APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995.
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE
CONSIDERED 1X INSTALlAT10NS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEO
AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE '
STRUCTURE. WOOD BUCK DESIGN AND INSTALIATION IS THE RESPONS�BILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4)IF SiLL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI
MIN.,(DONE BY OTHERS)(MAX.1/4'SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30i/FELT PAPER OR MASTIC IS REQUIRED BETWEEN 1-1l16°NOM.
THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORIN HAVING JURISDICTION. �vta�aRsaace ,
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO �EXi. '�nri.► NOA DRAWING MAP �
ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS �rtc7 ctass SHEET �
BEYOND THE SCOPE OF THESE INSTRUCTIONS. 3ns•7cuss
GENERAL NOTES.........1
6)DESIGN PRESSURES: 7g GLAZING DETAILS.........1
A.NEGATIVE DESIGN LOA0.S BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ELEVATIONS..................2-4
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GIASS TABLES ASTM E1300. ��g Q � B 9 HORIZ.SECTIONS. .....5 � �
,:.s:.,,
B� ''" VERT.SECTIONS..........6
T)THE ANCHORAGE METH00.S SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 3 ACCESSORIES...............7 {
PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE-1.6 LOAD DURATION FACTOR WAS �� � DESIGN PRESSURES....B-9 �
USED FOR THE EVALUATION OF ANCHORS INTO WO00.ANCHORS THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL EXTRUSIONS..................10 ?
MEET THE REdU1REMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 3 PARTS LIST....................11
INSULATED GLASS CONFIGURATIONS.......12 :
8)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GLAZJNG DETAIL PANEL TYPES...............13 i
9)ALL DOOR CONFIGURATIONS,UP TO 8 PANEIS AND/OR 4 TRACKS,ARE QUALIFIED,SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR �
SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
10)REFERENCES:TEST REPORTS FTL-6337&6338 ;
�
Door Size �nfigura0on ��9° Cerdflcatlon �
Wldfh Height (+)p� (-)psf Numbers �
241" 96" )000C 80 60 19a771
^ 203" 120" )OOOCw/astrogal 80 65 790-774
203" 96" )WOCw/astraga) 60 60 19aT/0
203" 96° )OWCw/estragel 80 80 190-772 i
INSTRUCTIONS: F
1. KNOWING THE RE�UIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE f ,
- SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR DOORS USING � i
THE HEAW-DUTY REINFORCEMENT,USE TABLE 2,SHEET 8.FOR DOORS USING THE STANDARD OR ��� ��z,.y����� �•i R„�,dBy; � �,,; I
COMPOSITE REINFORCEMENT,USE TABLE 3,SHEET 9. ��' •t�-'.� -. �F.��/i
2_LOCATE THE SLIDING GLASS DOOR SIZE QN THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL :;`C%•.i F:�s�� . : �
PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT IJSTED SIZE. '" � �"�tl�" � �+
�
3.CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, �,,,.5"-���a - �
ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. - -�' ,� �"'=
4.FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN _ /�` �'- � °�"�0�01' �� �
PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. :";,��.�^ 6 (��S: :u=� GENERAL NOTES&GLASS TYPES J ROSOWSKI
5.INSTALL AS PER THE INSTRUCTIONS ON SHEETS 5 8 6,USING THE ANCHOR SPACENG OUTLINED ON . =�'. -�%���"
J: 1070TECNNOLOGYDRIVE 7roe: Dam:
' � �'• `':�O`''r�h'`' " ""'�"'��`� VINYL SGD INSTALLATION GUIDELINES 11/18/10 �
SHEETS 2-4. t� ,
6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. � 'i,�•`�,';�✓•;����..\-; N�M�����+ ��� � � �� � �
A.LY�JN�rhn.l.E�,PE ����� 470 NTS 10F13 FLA—SGD470-01 �
P.E.#58705
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2—TRACK CONFIGURATIONS !"�"—"--"-� o�N��
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ANCHOR APPROX.8', DEfwL A DEiNI B7 � DEfl�R B2 oer�D DAriIGHT OPENINO(OLOI FORMULAS
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� ANCHOR ��a� LOCATIONSFOR NONSTRUCTURAL---���{{{ F�— TMISSH 77iIS5HEE � THISSH 1SSM WIDTH:PANELWIDTFI-&9l1G
�E7a�A � � LOCATIONS FOR �EXT. ByppgS (NEAD 8 SILL) I I — HEIGHT:PANEL HEIGHT-&9118'
�E�, 1 � ' ., POCKET � � CONDITIONS. I "' ��
CON�ITIONS. 27.6" """""'-'-'-"' "" PANEL WIDTH�
. :� ANCHORS INTO MA7(. `- --- --- --''--- -"':
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12'MA%.O.Q ' P�100K O.C. i
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OPENING WIDTH� , �� I
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1ANCHOR�CEPREROF tANCHOR@CEMEROF I / �� OPENING
DE7AR B1 �EACH PMfEI.SEE TABLES DE7AIL 1 �EACH PANEL.SEE TABLES I � HEIGHT
�- ONSHEETSB68. �- ONSHEETSBdB. � I H���
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f PANEL TYPE PANEL TYPE �
3219'MIN.O.C. / � i
2 ANCHORS Q CEMER OF 2 ANCH6R5�CENTER OF POB KET / 1 . D�pq 1 ETAI�2 1 ! '}(''
p�q��B EACH PANEL SEE TA6LES ON DEfAIL G2 F11CH PANEL SEE TABLES SMEEf SHEET 5 I
SHEETS B&9. ON SHEETS 8 3 9. OTHERS
PANEL
�� �T• (UNDER a a oera�3 HEIGHT�� !
4'MIN.O.C. _ 4•Muu.O.c. SEPARATE g�� � i
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CLUSTER OF 3 CLUSiER OF 3 SHEET ;
� ANCHORS Qa STILE ANCHORS Q STILE I ��o� / � j ;
DE7AILC1 IN7ERSECf10NS. p�aL 1 . . INTERSECTIONS.SEE � 1 '
EM. SEE TABLES ON � � TABLES ON SHEETS 8&9. /�I P��� � P��� (�� j
.' SHEE75888. E%T•� '. . . "' "' _"_ / ,i. BSILL) ?
4'MIN.O.C. ,-- ! !1
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4'MIN.O.C. 6'MAX.. � \ � � I 8'MA%., !
4'MIN.O.C. (HEAD 851LL) h^(HEAD 8 SILL)
DEfA1L CZ , �ET�� �
. CLUSTER OF 5 THIS SH DEfAIL F
CLUSTEROF5ANCHORS
ANCHORS(a?STIIE T 5 SHG' D�9H , � y . THIS SI1EE7
2.975'TYP. INiERSECT10N5. Q STILE INTERSECTIONS.
DETAI�H2 • SEETABLES ON SHEEfS OE7AI��H2�
SEE TABLES ON � g g g, ��� TNIS SHE �+`t2 ANCHOft 1
E� " - SHEEfS 8&9. �T•� - , C3+1 ANCHOR CONFIGURATION SHOWN; f�
3.219•MIN.O.C. 4'MIN.O.C. CONFIGURATION SHOWN; (SEE APPLICABLE DP �
6.�. (SEE APPLICABLE DP TABLES 2,3 OR 4)
��. TABLES 2,3 OR 4)
(TO END OF (TO END OF NOTES: I
ATTACHED JAMB ATTA�ED��B i)FOR CONFIGUFtAT10NS,SEE SHEET 12.
1 ANCHOR(a� 2)FOR ANCHOR EDGE DISTANCE AND �
DEfAII oEra�F SILL ENDS. �EMBEDMEM,SEE TABLE 1 SHEET 6.
7 ANCHOR� EXT.`I' 3)DAYLIGHT OPENING(DLO)FORMULAS:
E�T�� HEADENDS. WIDiH:PANELWIDTH-&9H6'
HEIGHT:PANEL HEIGHT-&9Ii6'
NOTE:SEE TABLE 1,SHEET 8 FOR ANCHOR EDC�E DISTANCE AND EMBEDMENT. 4)PANEL HEIGHT=FRAME HEIGHT•2.5• +
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1.375 " J=
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790' S00' `!� '��,`"�• I
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EM.� �.ppp• .. .. ��,; N.VENIC�A91T75 VINYL SGD INSTALLATION GUIDELINES 11/18/10
. -. :'����i�h �,� ,�.� P.0.80X1Sb
WEEPHOLE PATTERN @ 24'O.C. WEEPHOLE PATTERN aQ SILL ENDS �'�''�:���'•�� ������� �'� �'' � �QNO' �
A.LYNN MILLEF�P.E �oF,�� 470 NTS 2 OF 13 FLA-SGD470-01
P.E.#58705
3—T RAC K C O N F I G U RAT I O N S pppROX.6', �q�'I�A �,�B, o�a��, DETAIL BZ o�a��z o�,�o
NONSTRUCNRAL TIIIS SHE SH HIS SH IS SH IS SH IS SH
(HEAD 8 SILL)� � � � �
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.�, . LOCA710NS FOR BypASS � j W�� / �
POCKET CONOITIONS. / / OE7NL 4 I
I CONDIT10N5. 21.6' S��
.i ANCHORS INTO MA%. �
12'MFJ(.O.C. ' P�i00K O.C. 1 DETAIL
•� � 'X'OR'O' 'X' 7('OR'O' I HIS SHEET �
�
PANEL NPE � PANEL TYPE PANEL TYPE i �
1ANCHOR@ POCKET p�a�� �
1 ANCHOR� � SF¢tT 5
CENfER OF EACH CENTER OF EACH BY �N�2 Ef�4 z
�ETALL.g1 PANEL.SEE TABLES oETaL Gt pqNEL SEE 7ABLES OTHERS ��
�- ONSHEETS868. Ex7,� ONSHEETS8d9. (UNDER � � SHEET SMEET
a•MiN.o.c. SEPARATE oEra�3
APPROVAL) nsrw�cn� rtareruocK � sn�r 5 f
2 ANCHORS(� Z AN�}{ORS(�CENiER OF �� DETNL 5 f SHOwN / �
4.75'CENTEROFEACH n ^ �Att�'NT
DE7NL B2 DEfNL G2 EACH PANEL SEE TABIES � /-1 5�� I � OPENMG
O.C.PANEL.SEE TABLES ON SHEETS 8 8 9. \—�
ONSHEETS888. EXT.� I V � HEIGHT � .
�
EXT.� �i
•— " ----'--!____l_J_� �O L � �� 6'MA%.
3218'MIN.O.C. 4'MIN.O.C. (@ H� '
8 SILL) �
• . CLUSTEROF3 �• __'__"_"_""""""'__ / ��
ANCHORS(�STaE CLUSTER OF 3 6•ry�q�, 1
oera�C1 n�trettsEcnorrs- oera�H1 AN�Hotts�'n�E (HEAD 8 SILLI ~ � g•�
�� SEETABLESON INTERSECTIONS.SEE pE7�qG1 DEfNL 2 DE7N�H7 DE7/uLG2 (HEADBSILL)
SHEETS889. FJ(T.� TABLESONSHEET5888. �g� �SSH iHiSSMEE7 �S��T DEfNLF I
3.219'MIN.O.C. �� �� TM��
4'MIN.O.C. CSrt ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION
SHONM;(SEE APVLICABLE DP SHOWN;(SEE APPLICABLE DP
4'MIN.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) �
4'MIN.O.C.
CLUSTER OF 5 OEfAd H2 ��B
ANCHORS� CLUSTER OF 5 ANCHORS 1.12 I � �
4.75' STILE �$TRE INTERSECTIONS. I
O.C. i INTERSECTIONS. 2.375'TYP. SEE TABIES ON SHEETS �
SEE TABLES ON B y g, I 1.000' I
EXT� ` SHEETSB&9. �• � �
DE7aL C2 3218'MIN,O.C. 3219'MIN.O.C. �
6'�. B'��. 1.375 �
(TO END OF (TO END OF
ATTACHED JAMB 190' .500' j
ATfACHED JAMB EM.�
E7CT.� 1.000• �
O O 1 ANCHOR Q ' �
���D 1 pNCHOR� DE7NL F SILL ENDS.
�T� HEAD ENDS. FJ(T� W�E?rOLE PATTERN @ 24'O.C. WEEPHOLE PAITERN @ SILL ENDS �
,�'. ,.��n�; ';�� ne�imeer• vmc nmcwrc
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:C� .• �,e?;5��'
" ♦` ,_C�� FeHaepgy. Day; Revtrtac j
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NOTES:
�,�� r�J'"'� :i— � Dwarptbn; umwn6y.
1)FORCANFIGURATIONS,SEESHEETI2. !,n �o�ls ,•;U'= ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI
2)FOR ANCHOR EDGE DISTANCE AND ��
EMBEDMENT.SEETABLEISHEETB. '�`� T.'i� • '� f070TEGWOLOQYDRNE Tlc� �
3)DAYLIGH70PEWNG(DLO)FORMULAS: " ' �� �••r`������ �V k����T� VINYL SGD INSTALLATION GUIDELINES 11/18/10
WIDTM:PANELWIDTH-&9116' '�1�.�� '"'� 'G�,•�`` P.O.BWC1529
HEIOHT:PANELHEIGHT-&9/16• l :�;;�_I'1•�1'1`I�t���� NOKOMISFL31274 by�ypa� �n; ywe[ pw.ygpp, y�•
4)PANEL HEIGHT=FRAME HEIGHT-2.5' 0.L�NN M�ILLER,P.E. '
P.E.a�s�os c�T o��un�,azeaes 470 NTS 3 OF 13 FLA-SGD470-01 !
�
4—TRACK CONFIGURATIONS a�ttoxe, DEra�A o�a�e, o�a�� ��a��� o�a�B� o�a�o
NONSTRUCNRAL � THI$$ME iH13SH HI95HE THISSMEET ISSHE THISSHE �
(HEAD 8 SILL)� �
6' r �I
5 MA)C. MAX. `'�'-- ----'- --''-�---
OE7a1L E ANCHOR I DAYLIGHT —� _ _�
pE7qk q ANCHOR LOCATIONS FOR � OPENING WID7H !
♦EXT. �,� POCKETNSFOR �EXT. . CONDITIONS. � � � � i
CONDITIONS. 21.6' . � � SH�E'E�f 6 / i � i
ANCHORS IMO MAX. DEiqll E
12•MA)(.O.C. P-HOOK. O.C. ' I � iSSH I
��� . 'X'OR'O' 7C � 'X' 'X'OR'O' I
PANELTYPE PANELTYPE PANELTYPE PANELTYPE
oEra�G1 - PO�� - oew�1 �a� eraa 2
1 ANCHOR CENTER OF 1 ANCHOR @ BY SHEET 5 SHEEf I SHEET
� CENTER OF EACH '
oera�B1 EACH PANEL.SEE �'� PqNEL.SEE TABLES OTHERS �
TABLESONSHEET5888. ONSHEETS889. (UNDER �
�T.� SEPARATE� • oEra�3
APPROVAL) n+rEa�odc � � nsrnncni. � iM�ocK SH�r i
at
2ANCHORS(o1 SHOWN DEfaLS SNOWN / SMOWN DAYLIGHT �
CENTER OF n n OPENING �
4.7S EACH PANEI. 4'MIN.O.C. 2 ANCHORS(g CENTER OF I f \�_/ SHEET / � � I NEIGHT
DETaL B2 O.C.SEE TABLES �DEfAR G2 EACH PANEL SEE TABIES � V �
� ONSHEEfS ONSHEETS889. � �OF C�OF
IXT.� B 8 8. �r PANEL PANEL 6��K' �
.. , � - (C�l HEAD
3219'MIN.O.Q „' "'_'______'""�• f � / d SILL) (
"________"_'_'_""__ ' ; �� � t
3219'MIN.O.C. . . 6•�., � � �— �
CLUSTEfi OF 3 (HEAU 8 SILL) � � � I„�6•MAX
UETAIL C'I ANCHORS Q STILE CLUSTER OF 3 DEfAIL G� OETAIL HZ OETAIL H1 DEfAfL GZ (NEAD&SILL) I
EM,� IMERSECTIONS. NJCHORS�STtl.E TMISSMEET NISSH ISSM SN p�A�
SEE TABLES ON INiERSECTIONS.SEE �J �� TMIS 5H J
SHEETSB&9. DE7NlH1 TABLESONSHEETS889. CSt7ANCHORCANFIGURATION C3�2ANCHORCONFIGURATION �
' SHOWN;(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE OP (
�'� TABLES2,30R4) � TABLE52.30R4) �
1'MIN.O.C. 32'IB'MIN.O.C. i
4'MIN.O.C. �
4'MIN.O.C. �12 JAMB �
OEru�H2 ' - � �
CLUSTER OF 5 CLUSTER OF 5 �
4.75 ANCHORS Q STILE ANCHORS Q STILE �'��•
O.C. INfERSECTIONS. Z•3�S�TYP• INTERSECTIONS.
SEE TABLES ON SEE TABLES ON t
SHEETS B 8 9. SHEEiS 8 8 9. �
oEru�C2 . �ci.�
EXT.� � ..3219'MIN.O.C. 3279'MIN.O.C. 1.37 .1�' ` �O.
6'MA%. 8'MAX. \ �
(TO END OF -^I (TO END OF EXT.'I �
AiTACHEDJAMB DETAILF ATTACHEDJAMB �T•� 1.000' �,
�� 1 ANCHORQ WF�RHP�E,PATTERN Q 24"O.C. WEEPHOLE PATTERN Q SILL ENDS I
� DETAR D 1 qNCHOR� SILL ENDS. �
, HEAOENDS. �f,aj 1Y��1 � '•i� ��' � R� !
EXT.� � ;� `�;� �
.``�.�` �� •.
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NOTE9: - ` �'�'/L--+: �i'- � �C Omrn6Y• f
1)FOR CONFIGURATIONS.SEE SHEET 12.
2)FORANCHOREDGEOISTANCEAND �--� �, ( �ol�f ",'�f_= ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI � ,
EMBEDMENT,SEE TABLE 1 SHEET 8. :'�,�'. '{;.i E�' ... • �
' 3)DAYLIGHTOPENING(DLO)FORMULAS: �',� '.�: f0707ECHNIXOGYDRIVE Tkb: � '
WIDTH:PANELWIDTH•&9H8• ''"'.•4:��0�����"•� "•���76 VINYL SGD INSTALLATION GUIDELINES 11/18/10
P.O.BOX 1529
HEIGHT:PANELHEIGFii-&9I76' ' �`��;!ii��j.'�-. �' NOXOMlS.FL3I27< � r�p�; e t pny.�y�q �; �
4)PANEL HEIGHT�FRAME HEtGHT-2.S �•�� }•
ALYNFIMILIER,P.E. �TOFAf17FLAt�6 470 NTS 40F13 FLA-SGD470-Q1
P.Ek 5870.5 i
_I
1
DETAIL 1 DETAIL 2A�1, DETAIL 2B DETAIL 3 ,xoRaxw000 �
INTO MASONRY ASTRAGAL J INTERLOCK IMO MlSONRY gUCKSTRIP,SEE
TYP.M7CHOR TPE,EMBE�MEM AND EDGE RE�UIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 �
CONCRETElCMU DISTANCE PER SUBS7RATE,SEE TABLE 1,SHEET 8 4 HEICaHT IS OVER 96' '
PERANCHOR • " �
RE�UIREMENT E�'E 3 ASTRAGALADD-0N 8 g 6Q CONCRETElCMU ,
DISTANCE� � 9 0� ' PERANCHOR 77
� ' ' '. , ' • NONSTRUCTURAL 30�+STRAGAL ADP-0N REINF REOUIREMENT t
EMBED- •, , •• ��CHOR QO g10 X 2-1/2'SMS 35 �q � � P EMBEDMENT �
REMfORCEMENTSCREW;S ��
LENT•° � � 0 OPTIONAL PER ASTRAGA4 �
'� � 69 Epunuvsaaceo rwo r n •
��4� 8 FROM ENDS(FACTORY y��1 0 o LS I • TYp,pNCHOR TYPE,EMBEDMENT ?
� 2,� a�, �• INSTALLED). W� �. 8 AND E�GE OISTANCE PER ;
�q o 0 0 o p� '�SUBSTRATE,SEE TABLE 1,SHEEf 8 �
� � Go 0 6 R �
5 - ; _ II�,� � �� �
c�J o c cJ� d° 7 � I
37 8� 9- � �� EXTERIOR 6 �INTERLOCK �" I . o�. DIS�CE �
POCKEf A�G� C BOX SCREEN � �� . 4
P-HOOK � ` � ,'� �
I LOCKSTILE 9 763 0 . a
� �� �s�� i
PANEL WIDTH PANEL WIDTH 700 �
va•nux.
LOCKSTILES, Z6 DOOR FRAME WIDTH TYp pNCHOR TYPE,EMBEDMENT
ASTTih�ALs• DOOR FRAhtE WIDTH AND E�GE DISTANCE PER �
FlXED
STIIES AND � 114'MA%.� gg . SUBSTRATE,SEE TABLE 1,SHEET 8
HORIZO�M� � o � ' � �
� 1
SE 3 BTES DI ANCE ;'� #8X 3/4'SMS REINFORCEMEM a q o p � •DISTMICE �
BELOW �� SCREW;3 PER RAIL,LOCATED � Lr' 4
AT CENTERUNE AND 9'FROM
Q � ENDS(FACfORVINST/LLLEDj � ,o o I • � � �
2.9/8'ROW g 6 �� � • 2�3l8'ROW '
IMERLOCKS T�'P-�CHORTYPE, SPACIN6 0 `� 8 ' ; SPACING i
EMBEOMENiANDEDGE � p� � ;
ONLY �ISTANCEPERSUBSTRATE, ; — n j
Q SEETABlE7,SHEET6 'r' :�� � I� -
!
L � �i, . EMBED- �
EDGE � � d ol I MEM j
DISTANCE FU(ED PANEI CUP '
L AND ANCHORS,SEE Lr � � .CONCRETEICMU }
DETAILSHEET7 716 STANDAROSCREEN PERANCHOR
2X WOOD BUCIG4TRIP 777 REQUIREMEM
OR FRAMING,SEE EMBEDMEM FIXED STILE EXTERIOR �1J4'MAX.
NOTE 4,SHEET 1 NP�CHOR NPE,EMBEDMEM �u �
ANOEDGE�ISTANCEPERSUBSTRATE, �WOODBUCKSTRIP PANELWIDTH
SEE TABLE 1,SHEEf 6 OR FftAMING,SEE
eoce NOTE4,SHEE77 DETAIL 3 DETAIL 2 DETAIL 3
� DISTANCE �
NONSTRUCNRAL . �H'f0 WOOD INTERLOCK INTO MASONRY j
ANCHOR +
EMBED- f t!a• (
�`'��T ��MqK NOTES
i �ETAILS APPLY TO 2,3 AND 4 TRNCK ������ �
� — CONFIGURATIONS. \`>>�Gt,��.vi;�'Q�!q��(��;, Rm9n°dBY � RMskrc
� OOPTIONAI Z)SEESHEETS2-0FORANCHORLOCATIONB ;�� '✓`�.�,t„�,• ti ,
P-HOOK O SPACING. ' Rar&oOBy �r Re�+�. �
45 ��NF� � 3)SEE TABIES 2 8 9 FOR REINFORCEMENT ' :. ^ k
PLATE(12'LONG.� I ;:�� REOUIREMENTS. , .;o.��;L�5 Y /: � �
PANEL MIDSPAN � C.� 4)CONTINWUS ANCHOR PLATE,ITEM p8,IS ,f � _
OP-HOOK REOUIREDATALLFRAMEANCHORLOCATIONS. " r- � Desalptbrc �+°"'�8Y �
46 REINF � EXTERIOR ORASTRAGlLLADD-0NNOTINCLUOEINTERLOCK „�•.� �'�}1`S :�f\; HORIZONTAL INSTALIATION DETAILS J ROSOWSKI i
PLATE SMS, POCKET B)qLL REINFORCEMENTS ARE APPROXIMATELY �� �T 7�"C�€ • �•. 7p�p��OLOGYDRNE 78h: O�
q10X1•114' P-HOOK THEFULLLENOTHOFTHEEXiRUSION.REFERTO `i�'� . !•'�C;;�Q�• �:=' N yQy�C�F131775
�s�c�zs�s•o.c. �� TESTREPORTSFOREXACTDIMENSIONS. �;`�,'� ' c�\`�`� VINYL SGD INSTALLATION GUIDELINES 11/18/10
' .'.S.t;� r,,l a.o.eox�sm
DETAILI ;,�, Pi..`��,.�` NacrnursFt�u s.wn.+mar s�: sn�r a.w�no. na.:
irrro w000 t A_�'Yt�ItS M�ZLER•P'E• �T pFA��y� 470 NTS 5 OF 13 FLA-SGD470-01
P.E#58705
�
DETAIL 4
' irrroMnsoNRr DETAIL 4 DETAIL 4 DETAIL 4
1X BUCKSTRIP INTO WOOD INTO MISONRY
TYP ANCHORTYPE,EMBE�MENTAND TYP.ANCHORTPE,EMBEDMEMAND INTOALUMINUM
MIN.2.7KSICANCRETE@ EDGEDISTANCEPERSUBSiRATE, TYP.ANCHORTYPE,EMBEDMENTAND EDGEDISTANCEPERSU&STRA7E, I,
HEADPERANCHOR SEETABLEI,SHEET6 TYP ANCMORTYPE,EMBEDMENTAND EDGEDISTANCEPERSUBSTRATE, SEETABLEI,SHEETB
REQUIREMENT,SEE Z.y� EDC�E DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEETB E�E ALUMINUM SUBBTRATE
�TABLE 1,SHEETB Rpyy SEE TABLE 7,SHEET 8 EDGE �DISTANCE
SPACING�DI TANCE� EUGE 2�8� Ir� R W DISTANCE �
� • �DISTANCE ROW . . I SPACINO�. i
SPACIN6
E�� e � � .. o . . , � � I
� • � d � ' EMBFD- ,. �� � '• . • p • � 8 � I
' '1 �� •' o �• 1
� �114' LJ � i_714 � � ���4� METAI SUBSTRNTES TO BE PROPERLY�ESIGNED �
� $ � � 1�' 1 6 � � 8 � �' � 8 � �' TO TRANSFER LOAD IMPOSED ON THEM !
TVP.ANCHOR TYPE,EMBEDMEM AND �
tt8 X 314'SMS EDGE DISTANCE PER SUBSTRATE,
1%OR2X � rtE�NFottceMetarseftEw: TABLEI.ANCHORTYPES:
WOOD SEE TABLE t,SHEET 6 18 GA STEEL STUD OR AS6
BUCKSTRIP, � 90 7PERSTILE,LOCATEDAT _ EDCaE STRUCiURALSTEEL �
� CENTERLINEAND6'.9'& - •„-,,,�.'`- ..� ..;�=q: ":, -.•.,,<'.�`*? t.': ''MYNi11iRA,'; fdtll;fd8o;'r �DISTANCE SUBSTRATE
t0 3 1Y FROM ENDS(FACTORY �!?.. '�SyMtrAh-- ^iMd�or� ii:::: _
� NOTE�� ,�.,� r�°::,.0�,:,,:,,:,w� -_ u<',;:_�.;;y:i't��s:�t�:�`�^i;,- B11b4d?11�0I1�,, aDi�11CQ.u,:
SHEET 1 INSTAL(,ED). �
FOR J,µ��., .J .,.N125hee[MetalScte�w(G5) 13lB' 3�4'
LOCKSTILES, °.':.'l:' P T.Soidhem Pire
730 Q AS'IRAGAIS, Q ' .,.��: (SG=.�r) 7f4'EkoUR`eCon 7-17 13q' � � �
EXTERIOR FIXED SDLES 9 ,:,�� 1/4'F�ca QettrFbx SS4 1-0/2 1-3/4' � �
� �D M1,A,,f 8 ,
HORIZONTAL '�'.:a�� Alianlnum,606375 min tlt2 Sheel Metal Se�ew(GS) 0.125 17
�1� Slael Slud,Cx 33 mia #12 Sheet MMaI Swew(GS) 78pa(0.6651') 112'
,.;''v� a�+s suei kiz sneei nnecei s�w�cs� �eea(o.aur) vr DETAIL 4 �
f� SILL RISER VARIES ,`�"
I �a I WITH RE�UIRED �8.��P T.Soulhem Pone(SG=.55) N12 Wood Scmw(GS) 1318' 3l4' INTO STEEL
� 1 f�oJ I P0.SRNE DESIGN "".-. ����a min.27 ksl) 7/4'Eleo lAtraCon 13B' t• METAL SUBSTRATE DETAILS SNOWN FOR NEAD
z �a^.r=<;r (
W PRESSURE,SEE TABIE .� . (SIMILAR DETAIL3 APPLV TO FRAME JAMB AND SILL,
FRAME y �-1 SEE '�H A.SHEETS 88 B. ��1:".;) Conetete(min.3.351n1) 1!4'E7fA QetO-F7e%SS4 7314' 1' FXCEPi POCKET JAMB)
HEIGHT, � P�L NO T ES U 1 9 �C�,�
SEE HEIGM 3 de X 18 �i:`:�;. Ungrouted CMU.Jambs Onty 114°Eko Ukre�n 7•1f4' 7' �
TABLES � = BELOW m (A97rd G901 1/4'Ek0 QetaFlar SS4 1-114' 13/4'
283 ¢ FRAME �
y NEIGHT- � I �7 Concrete(min.27 ksl) �!4'Elcro URraCon 1315 2-1? +
2-12' I � I 45J8' ^'`_ ��rete(min.3.35 ksl) 1!4'Elco Qete+lex S54 1314' 24/2' �
I �J I 7B RISER d-0/18' ��Dj,:
y—f RISER 3"tn' ';;; Ungmuted CA1U.JamOs Ofdy 1!4'Eleo lAtraCon 1-1J4' 2-0?
Q . � Q . � RISER . (A8T1y�C.gp) 1/4'E7co trete-Flez SS4 7-1l4' 2-0l2° �
t2 NOTES �
3 1)DETAILS APPLY TO 2,3 AND 4 TRAq(CANFIOURATIONS. �
� 9 1 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 6 SPACING.
3)SEE TABIES 2&3 FOR REINFORCEMENT RE�UIREMENTS. 1
�2� 13 qp 9 4)CONTINUOUS ANCHOR PLATE,ITEM#9,IS REQUIREO AT ALL FRAME ANCHOR LOCATIONS. } '�
101 102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. (
� R 2 0 � � 6)ALL REINFORCEMENiS ARE APPROXIMA7ELY THE FULL LENGTH OF THE EXTRUSION.REFER �
���/ ` g � 9 �g 8 4� TO TEST REPORTS FOR EXACT DIMENSIONS.
� p� ' � � p �141118' .�Ifllli�:.
Q� C� Q� ��' .� Lr`:.V? '/� an+oroer• naa �
GROUTAS ; Q" • "':{`�i; t
1/4•T . � ' . , ' • ' NEEDED. �- �1l4' .i�i.',1c}5N3� ` �
MAX. •EA�EDMEM� ' � . q SEE N1BE ' �_ . �' • .r% lLwwdBy. dY: � � ,
o �L o • . , • NOTE 5, ' �
I d• . MIN.2.7 KSI SHEET 1 ' -�.Y ;}�.J::7�5 !
EDGE � SILLPERANTC OR �WOODBUCHSTRIP EDGE � _ .� � ,1 — � � m��
DIST/WCE REQUIREMENi, NO�4,HEET1 DISTANCE :i�!•. � �ol`s •t.�%_ VERTICAL INSTALLATION DETAILS J ROSOWSKI
TYP.ANCHORTYPE,EMBEDMEM SEETABLE7, TYPANCHORTYPE,EMBEUMENT � ,
AND E�('iE DISTANCE PER SHEET 8 AND EDGE DISTANCE PER ��=�-�', ;C' 1070TEGO�IIOLOGYQRIVE iIDc �
SUBSTRATE.SEE TABLE 7,SHEET 6 �" �` ''����'�'�$' :C:��� N VFNX:�F191276
SV&STRATE,SEETABlE1.SHEETB � ,n�-,'••• �, , Po�,� VINYL SGD INSTALLATION GUIDELINES 11/18/10
DETAIL 5 DETAIL 5 -• .in�,��=;,� ����„
INfO MASONRV INTO WOOD A LYNN MVCLER P.E � �� �t �g� �
P.Ep68705 cmr.oF�urx.�s 470 NTS 6 OF 13 FLA-SGD470-01
�
P
1)INSTALL� HEADER BLOCK TO HEAD ,
2)INSTALL JAMB TO HEAD
(6)ANCHOR CLIP INTO � CLIP INTO ATTACHMENT HEADER �
I TYPEASUSED PANEL � FRAME INSTALLONEBLOCKAT BLOCK � ASSEMBLY ,
� �o IN INSTAILATION, STILE I ° JAMB 8 EACH INTERLOCK. � I '
;� TABLE 1.SHEET 7 i SUBSTRATE, AT ASTRAGAL,INSTALL ;
{3)#10 X °' o SEE �NE BLOCK THAT � j
1.5'SMS _�^` TABLE 1 SPANS BOTH PANE�S. � I �
� e s i i I (3)#8 X 1" i
O o � i �MS y
I � ��� � FIXED PANEL CLIP ; \ , � � I j
FIXED O INSTALL ONE CLIP AT THE MIDSPAN � � �
� P'�E� OF EACH FIXED PANEL-TO-FRAME �
CLIP JAMB LOCATION. THREAD-CUTTING ', I ' �
F � SCREW � �
(2)tt8 X 1' � � ` I
sMs 7 ,i � i i i [� � \ + o
PLATE COVER� � � \ j � /'� � i
t
SEE� REINF PLATEQ _ Q#10 X 2"SMS(4)—� ;
SHEET 8 �X 1-3l4'SMS 6Q � ` f
� f
$q � � , i 10 `
�f -._�� r � � � \\ I � KEEPER �
Q -; ; 0 �� � �
� '
— �q�� P� SILL ASSEMBLY \` � ` � KEEP R �
.� , � � E TO JAMB
� � \\ � � LOCKINGJAMB � ATTACHMENT �
� �o REINFORCEMENT PLATE °� f
SHo,� � aa ;
FOR DOORS OVER 96".10 ANCHORS(a� 10 KEEPER �
3",6",9',12",&46.5'FROM EACH END
NOTEs o P I �
� 7)OETAILS APPLV TO 2,3 AND 4 TRACK CONFIGURATIONS, � ^ � �1`� !
2)SEESHEET52-4FORANCHORLOCATIONBSPACING. \\ i � �
3)SEE TABLES 2 8 3 WR REINFORCEMEM RE�UIREMENTS. "�� p
4)CONTINUOUS ANCHOR PU1TE,ITEM 118,IS REQUIRED AT , � �� U �� I
INTERLOCK ALL FRAME ANCHOR LOCATIONS. �
Q REINF ���-- O(4j#10 X �
COVER 2'SMS
—_ � I � INTERIOR ;
a � :
i EXTERIOR �
INTERLOCK 1
REINF.� . � ;i:, . (
BOTTOM RAIL ' o PLATE ���' ��{ri't�;:, "�i R01�a°a+` °o� �� f
#10X2-112" � �.C)�;� ��c(-�` 1
11 SUPPORT i I :'n, `� •
` �SMS ,,i�.�c,<�;a: i
(2)#10 X 1'SMS � s `- ` ^ � R°H`°°ey °'j°' R°'rkb": �
THROUGH SUPPORT,� � " • .•- '"`�' �� �
INTO PANEL �� J ,Y�,�_,��_ � pm�dmc p.on�; t
L a�a x 2•sMs PANEL �..^,_Gl 6 �o�`� ;��-�;: ACCESSORIES INSTALLATION DETAILS J ROSOWSKI �
INTERLOCK SILL RETAINER ASSEMBLY •:-• tomrecaNaocroxn� rroa u.r�
CLIP ATTACHMENT �r�''� •"L°":`'•" � ��'` VINYL SGD INSTALLATION GUIDELINES 11/18/10 '
��::' N.VENIC$FL 9lZ75
INSTALL ONE ASSEMBLY AT EACH INTERLOCK A NO ASSEMB YNFASTENERSD �"�"�����;s;�,L�;`�, nioKwvis q.�a
s�mtoaat Swe: s9r.t a.wynro. rarr.
.A.L�lNN NOLLER,P.E. ��FA�� 470 NTS 7 OF 13 FLA-SGD470-01 ;
P.E.q 58705
1
1
1
l - –
___ _----_- --_-_ _ _ -_ __ - __ _ ___ _ -+-_i,
' .\1" r �
TABLE 2• ;'� ,.t�{ivP! :�g ''i�
. �.
; f..` ' � ��.7 �.
.; .��... `\�jL.��t '... ��i' 1
anchor m�a substrate Se�1es 470 Anchor Quanfltfes and Deslgn Pressures using Heavy Duty Relnforcement TOTAL p OF ANCHORS CLUSTERED '
TypB.SEBTBbIat, THROUGHTHEHEADbSILLATEACHPANEL _ _ ..��5?�`-' _
SI18et6 FRAMEHEIGFIT(BJ) MEETINGPOWT(EX:FORC9*7,3ANCHORS _ ", .�_ ";
REQUIRED AT PANEL MEETING POINT AND 1
gp gq g6 �pg �Zp ANCHORRE�UIREDATMIDSPANOFPANEL). - r' -�-�'� '
; • i ' . i ,-„)�:lJ��d`�� �I y' +
NOM. i � � � ANCHORAGETYPEPERSUBSiRA7E _ � ,� I
PANEL FRAME RE�UIRED TO ACHIEVE THE DESIGN �'.��.'. ;=�p�:�'•
WIDTH SIDE A B , C � D A B , C . D A B , C D A 8 ; C D A 8 � C D PttESSURe,USitaG'RiEnNCHOR • '�� �
. �UANTIES I.ISTED BELOW.SEE ��=�S(�'1?::-��� j
(QJ) TABLE 1,SHEET 6,FOR COMPLETE A LYNN MILlER,P.E
ANCHOR LIMRATIONS. P.Eq 5870.5
He�18 Siil C3+1 C3+1 ' C3+1 p+1 C3+1 C3f7 p+1 C3r1 C3+1 C3�1 C3+1 p+1 C3+1 q+i C3+1 C3+1 C3+1 p+1 C3+1 C3+1 �
Jamb 5 5 5 5 5 6 5 5 5 5 5 5 6 6 6 6 6 6 8 6 TABLE KEY; �;'� O O i
24 PaMOk 8 8 8 8 8 8 B 8 B 9 9 9 10 10 10 10 11 71 11 11 P/1t�� FRAME A � � � � i�
Desigr� +80.0 +80.0 tB0.0 t80.0 +8p,0 +8p.0 +8p.0 +g0,0 +80.0 +8p.0 i8�.0 +80.0 +60.D +60.0 +60.0 +60.0 +60,0;+60.0,+60.0 +80.0 �TM, S�� �j I
Pressure n� � . � � (
�80.0 �0.0 �60.0 �80.0 -80.0 �0.0 -80.0 �80.0 �0.0 �0.0 �D.O �80.0 �5.0 E.5.0 E5.0 �5.0 �fi5.0 �5.0 �5.0 �65.0 O
:,.,�:<��,;, Hppd6Slll pN � a-
Head&Sfll C3+1 ' C3+1 C3r1 ' p+1 C3+1 C3+1 C3+1 � C3+7 C5+1 C3+1 C3+1 qN C3+1 C3+1 C3+1 C3+1 C5+1 ;C3+1 q+1 C3N .':`i �"� 5 .Q ��
Jamb 5 5 ' S , 5 5 5 b ; 5 5 5 5 5 6 6 6 6 6 ' 6 6 6 z4:; P�ook e � � �
30 P�fqok 8 8 ; 8 8 8 8 8 " 8 9 9 , 9 9 10 10 70 10 17 77 17 , 17 ` p�a��re �� �� Z �
Design +8p,0 a80.0,+80.0 +8Q0 +8p.0 +8D.0 +80.0 +80.0 +gp,0 +80.0 +80.0 +8p.0 +50.0,+60.0 j�60.0 +60.0 +60.0 a60.0,+6QU a&0.0 .j �
P�%g� �D.O , �0.0 �D.O �.0 -00.0 80.0 -80.0 E0.0 -00.0 -80.0 �0.0 ' -80.0 �5.0 �65.0 " ES.O �65.0 F>S.0 ; �'i5.0 : �85.0 �65.0 NOM �
P��_FRAME WIOTH Q ('7
HeadBSill C3+7 C3+1 q�1 C3+7 C5�1 C3+7 C3+1 . C3+1 C5+7 C5t1 ,C3+1 pf7 CSt1 C3+1 ;q+1 pr7 C5*1 CSF1 C5N pN yy�DiH #OFPANELS `- +
Jamb 5 5 5 5 6 5 5 5 5 ; 5 6 5 6 8 ; 6 8 6 6 6 6 W � � �
36 P-hodc B 8 B 8 8 8 8 8 B 8 9 9 10 10 , 10 70 11 11 ' 11 11 THE MA7fIMUM NEOATVE DESIGN -� Z �OJ
p�;g� +80.0 +80.0 +80,0 +8p,0 +gp,0 �80.0 +8p,0 +80.0 +�.0 +8p,0 +80,0'•80.0 +60.0 +60.0'+60.0 +60.0 +60,0�+60.0 +6Q.0 +60.0 PRESSUREATTHESEnNCHOR � O �
QUANTITIES. �
Press�aa �80.0 -80.0 �.0 , �0.0 �0.0 �0.0 �D.O �0.0 �80.0 �0.0 �0.0 �0.0 �65.0 �65.0 ; �5.0 �i5.0 �65.0 �65.0 �65.0 , �5.0 F-
THEMA%IMUMP0.SITIVEDPATTHESE W �
Head S Sill C5r2 C3r2 C3+1 i qat C5+2 C5+2.C3+1 ; C3+1 C5+2 C5t2; C5+1 q+i C5+7 C5+1 C5+1 , C3+1 G5�1 CaF1 C5+1 C3+1 � � F- j
ANCHOR�UANTITIES.AODfTiONALLY, R�
Jamb 5 S 6 6 6 5 6 5 6 5 7 ' 6 6 6 6 6 6 6 7 8 THE MAXIb1UM OP FOR THE SILL HEIGHT � � Z �
42 P�fwok 8 . 6 ' B B 8 8 8 8 9 9 9 , 9 10 10 10 10 11 ; 17 ' 11 11 MUST ALSO BE ConulO�aED,S�E f� � �
TABLEA,THISSHEET (n �
pesign +80.0 +80.0 +80.0 a80.0 +80.0 +gp.0 +g0.0 +8p.0 agp.0 +60.0 +80.0 a60.0 +60.0 a60.0 +60.0 +50.0 +60.0;�.0 +60.0 +60.0 �,1J Z
Pressue -80.0 �80.0 -80.0 �0.0 -80.0 �80.0 �80.D �80.0 �0.0 �D.O -80.0 �80.0 �65.0 �E'S.0 b5.0 �5.0 1i5.0 ; �5.0 ; b5.0 ESA TOTAIkOPANCHORS � Q
THROUGHTHEP�FIOOK. � � n. � j
Head&Sill C5t2 C5+2 C3+2 C3N C5+2 C5+2 C5+2 q+1 CSF2 � C5+2 C5+2 q+1 C5+2 � C5+2 CSN q+7 C5+2 CSa2 � C5+1 C3*1 TOTAL g OF ANCHORS Z � +
Jamb 8 5 7 5 6 5 7 5 7 6 8 5 6 6 7 8 7 � 6 B 6 THROUGH THE JAMB. � J i
4B P�roo1c 8 8 ' 8 8 8 8 8 8 8 9 9 9 10 � 10 10 10 11 � 11 11 11 � � W Z � �
p�.y�� +80.0 +80.0 t80.0 +80,0 +80.0 +g0.0 +80.0 +�.0 +BD.O�+80.0 +80,0 +Bp.O +60.0 +6D.0 +60.0 +6p.0 +g0,0 +60.0'+W.O�+60,0 FIGURE A: �O �'� �a
PresSure -8p,0 , -80,0 �0.0 �80.0 �D.O �0.0 �0.0 . �0.0 �80.0 �80.0 . �0.0 �80.0 �65.0 65.0 65.0 ' -65.0 �5.0 �&5.0 �65.0 �5.0 OHLENG7H �
Flead 8 SIII C3+2 C3t2 ' C3+2 C3+1 C5+2 C3+2 C3+p C3r1 C5t2 C5+2 'C3+2 q+1 DOOR ASSEMBLIES INS7ALLED
TABLE A: WHERE THE OVERHANG(OH)RATIO '
,lamb 5 5 6 � b 5 5 6 5 6 5 7 5 �E iS EDUAI.TOOR MORE THAN 1 IS �
54 P-ho0k 8 � 8 ' 8 8 8 B 8 8 9 9 9 9 Watnr�Limlted(�)Wclpn Pn�� �ESSER � EXEMPfED FROM WATER
Design +60.0 +60.0'+�.0 +6D.0 +60.0 +fi0.0 +60.0 +60.0 +6D.0 +60.0 +60.0 r60.0 t�bmhmlSN ACtualSill (� VUUEOF INFlL7RnTION.7HEOVERMnNO �
'� Mmc.+ pp ppp� = RATIO SHALI BE CAlCUU17ED BY ��4'' I
Pres6ure .sp,0 �6(1.0 E0.0 , �i0.0 E0.0 �60.0 �0.0 �0.0 �0.0 �'i0.0 �60.0 �0.0 �9� �B� �p E A o THE FOLLOv�nNG EOUAnON: � � �
61
1-01/18' 1.688' j
He3d 8 SiII p+2 C3+2 C3+2 C3+1 C5+2 C3+2 q+2 C3+1 C5+2 C5+2 C5+2 q+1 ��R�d(FlB A) TABLE 2 OH RATIO=OH LEN67HfOM HEIGHT a � I
Jamb 5 , 5 8 6 5 5 6 i 5 6 5 7 5 ��2' 3.46�1' +80.0 pef OHEERMINES �Y
60 P�hook 8 8 8 8 8 8 8 8 B 9 9 8 4-1/76' 4.037' �80.0 psf WnTER �
pesign +60.0 +60.0 +fi0.0 +60.0 i60.0 +60,0 ti60.0 +60.0 +60.0 +60.0 +60,0 +60.0 4{il� 4.674' +700,pps1 IiMREo �
Pressure {'�p.0 {0.0 {0.0 �i0.0 1i0.0 fi0.0 �0.0 89.0 �60.0 �60.0 �i0.0 60A ����P
I
��., ...,..,��...... NOTES
�;�,�.".� �.., ��'iblydomm�nLR19��!q.lQ?eP�rb.on8Met10j ',-;:',;'��.;,.....�;.`;. �. 1)DETAILSAPPLYT02.3AND4TRACKCANFIGURATONS.
INeAOCk LOCIUFizOd SIiIE AStRq91 ASlfpel Adhul TipfBotlom Rflil �'PIatO(PaRlt 24,2�ry 2)SEE SHEETS 2-4 FOR ANCNOR LOG+TION&SPACING.
3)SEE 7AeLE5 2 8 3 FOR REINFORCEMENT REOUIREMENTS. i
PeAk 29 Pe�!!2B Partq 28 Peftp 30 PeM1H 28 Req�fireA lu Neiyits we 96' �)CONTINUOUS ANCHOR PLA7E,fiEM Y8,IS REQUIRED AT ALL FRAME
� ANCNORLOCATIONS.
5)PANEI WIDTH DOES NOT INCIUDE INTERLOCK OR ASTRAGAL AOD-0N. (
6)SEE SHEET 2 FOR APPUCABLE DLO PER PANEL SIZE. I
�
�
__ ---- --- - - -- -_-- -------- --- - -- -------=-f---
-- ------ �;,.��,1�,�, ,;_,,,��,,�. �
TABLE3: _'� ,. •`r f
,Vc.,• �/ �
Serles 470 Anchor Quantitles and Design Pressures using Sfandard or � "-
a,cnora�msutstra�e CompositeReinforcement - �� ��.�T:�V�� • - �
Type.See Teble 1. "�- �
Sheei 8 FRAME HEIGHT pM �`S:� !O 1S , !Li�
80 84 96 TOTAL N OF ANCHORS CLUSTERED :.+`'�-��. 4T��i�Cf '„�J•�
iHROUGH THE HEAD S SILL AT EACH PANEL ��"'l�� /�(.�ry�0" ' :j��
NOM. I ' I ' I MEETING POINT.(EX:FOR C3H,3 ANCHORS �.C?� •- •'����,• I
PANEL FRAME � ' REQUIREDATPANELMEETINGPOIMANDI �'�i�,��Jf,!j:tt����` I
WIDhI SIDE A B C ; D A B � C . D A B � C � D ANCFIOR REOUIREDAT MIDSPAN OF PANEL). �.'t�i,�1 1`� i
i A.LYNN MILLHt.P.E. �
QM � I ANCHORAGE TYPE PERSUBSTRATE P•E•N`u8�a`
He�S Sill C3+1 C�.F� , L"�,4� (�+� pa� qr� ; (�t1 C3+� �+� , p+� ' C3+7 ' a+� RE�UIRED 70ACHIEVE THE DESIGN � (
PRESSURE.USINGTHEANCHOft Y O O
JarM 5 5 5 � 5 b 5 5 ; 5 5 5 5 5 Oufsl7lES ustED eELow.seE � O
24 P-If00k 8 9 B B 8 8 8 8 9 9 8 9 TABLE 1,SkiEETB,FOR COMPLEiE � �O � � 1
ANCHOR LIMRATIONS. �
Design +60.0 +80.0 .60.0 .60.0 ,60.0 +8Q0;+80.0 +80.0 .60.0 +80.0 +80.0 +8D.0 Q k..r- Ur
Pmsswe �0.0 �0.0 -60.0 -60.0 -80.0 �DA : -80.0 �&0.0 -80.0 -60.0 -60.0 , -60.0 TABLE KEY: NpM:" fn a � �
PANEL FRAME 'O � 1 !
H�dBSID C3*7 pr1 C3+1 ' C3+1 qF1 q+t � ptt C3+1 C3+1 ' C3s1 C3+1 C3+1 vwDni sioE � � fA J +
Jamb 5 5 5 5 5 5 5 5 5 5 5 5 ����-�� �� Z �LL {
30 P-h001c 8 8 8 6 8 8 8 i 8 9 B 8 9 •'`:�;^. ��6 S1i pN
st�2;;�� Jamb 5 � J �
Deslgn +fi0.0 s80.0�+60.0 ,+80.0 +60.0 +60.0�a60.0 +60.0 i80.0,r60.0,t60.0' +60.0 '��:;;...; W
24,: Pfiook e �S 0 M
Presswe -80.0 -fi0.0 -�.0 �.0 �0.0 -60.0 �80.0 -60.0 �.0 � -60.0 -60.0 �0.0 �`::y o.s�gn +80.0 M � i
' -0o.o � f
Head&Sill p+1 G�1 i C3+1 C3+1 Gi+1 C3+1 C3+1 qr1 C3+1 'C3r1 C3+1 C3+7 � :::. Prmew J Z O
Jemb 5 6 6 , 5 S 5 5 5 5 6 , 5 i 5 NOM. �
38 P-h00k B 8 � B 8 8 8 8 8 9 9 9 � 8 pq��=FFiAME WIDTH Cfl � � �
WIDTH aOFPAI�LS Q
�
Dasl �60.0 +60.0,+60.0 +60.0 i60.0 a6Q.0 i60.0 +60.0 +60.0 +fi0.0 +60.0 +�.0 � .
� Q
Pressute -80.0 �0.0 �0.0 , �0.0 -60.0 -80.0 �0.0 �0.0 �i0.0 . -60.0 . -HD.O -60.0 W J I�- �
THE MAXIMUM NEGATNE DESIGN � Q �Z
ryg�g$(�� �+� � qr� C3t� p+� p+� C3+� C3+� ' �r� �� C3+� q+� p+� PRESSUREATTHESE/WCHOR � F,., �
Jarnb 5 5 5 5 5 5 � 6 5 5 ' 5 : 5 5 oU/WTITIES. � Z �
42 P-hDOk 8 8 B 8 8 8 8 8 9 9 9 j 9 THEMAXIMUMPOSITNEQPATTHESE W
ANCHOR QUANTITIES.ADDITIONALLV,
Deslgn +80.0 +80.0.i60.0,+gp,0 +BO,p �60.0'+gp,0 460.0 +80.0,+80.0 +80,0 +60,0 7HE MaxunUM DP FOR rHE SILL HEIGHi � � �- � �
Fressure �60.0 �0.0 �80.0 �0.0 �0.0 �0.0 -60.0 �0.0 �&0.0 ' �60.0 -60.0 �0.0 MUST ALSO BE CANSiDEFtED,SEE Z �
TABLE A,THIS SHEET
Head 6 SAI p+2 p�t C3+1 C3+1 p+2 C3*1 ' C3+1 � pr1 CS*2; p+1 ' C3+1 ; p+1 � � � -� i
TOTAL A OF ANCHORS � } O
JaiM 5 5 5 5 5 5 5 5 5 5 8 5 �W Z �
THROUGH THE P-HOOK. I� I
48 P-hook 8 8 8 8 B 8 ' 8 8 9 9 9 9 � � a Q �- v +
TOTALpOFANCHORS �
Design +6U.0 a8p.0 +6p.0 +gp.0 +80.0 t80.0 �80.0 +60.0 +gp.0 +gp,0 i60.0 +80.0 THRWGHTHEJNMB. '
Ptessure �0.0 -60.0 ; �80.0 -80.0 �60.0 -�.0 �0.0 �0.0 -60.0 -60.0 -&0.0 -80.0 �
.,;;:..,,,i�:ReiMotx,Iqenta,itc.quired.I6eo.P„ertaonSheetf0).._�:!�J:i.;o �a� �
� �
'...... . .. . - ...... ..... .... . .. .... �
NteAock. LocIc1F'�i@dSNb Ashagal AstragalAd�n 7op�6gtWm,Rei1 FIGUREA: �`# �
Standartl PeRY 28 ParW 28 PeAK 28 PaRq 30 Partp 28 OH LENGTH ��d� �
ThemiaFOqion PeMi28 Partl127 PartN27 Partp30 Pertp27 DOORASSEMBLIESINSTALLED P� a �
WHERE THE OVERHANG(OH)RAT10 S Z
IS EQUAL TO OR MORE THAN 1 IS
TABLE A: � E7(EMPTED FROM WATER
INFILTRATION.THE OVERHANO
Waford.imlbd(t)D�dpn Pnawn TME s RnnO SHALL BE CALCULATED BY
LESSER x THE FOLLOWING E�UATION:
NOTES VALUE OF O
Nomkial S01 AGual Si�I
1)�ETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. MatC(+)�AlIGN4d TABLE A
2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPApNG. �� H�� qNp OH RATIO=OH LENGTHIOH HEIGHT
3)SEE TABLES 2 83 FOR REINFORCEMENf REQUIREMENTS. 1-11/18' 1,888' 0�9Al2fg REq'd(Fig A) TABLE 3
4j CONTINUOUS ANCHOR PLATE,REM gB,IS REOUIRED ATALL FRAME DEfERM1NES
ANCHORLOCATIONS. 312' 3.48E' +60.Op51 TME
5)PANEI WIDTH DOES NOT INCLUDE WTERLOCK OR ASTRAGAL ADDON. ¢1116" 4.037' +80.0 p51 WATER
8)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. LIMITED
45f� 4.874' s100.0pS1 (i)DP.
�
__- _---_--- - _-T - --�---- iI
3.000• if
I--5.875' - 5.875'-� r_�__� - 1.570' �- 1.430' 1.595 f+-_-= '- 1.595' r^ --���_=-1 -�_
�rJ O�' � too' � �)�'�
� f-' � �.e�z• i0 � oUll�.ses �REINFORCEMENT � � �.�s� .�2s � � � �
�I LJ.�oo•J ��� ���'t, �[�� COVER .t�o•
.300' 2.768' 400' 2768'
U ll RIGID PVC � Z'�� Z 3ea,� � I�
� 2 TRACK HEADlJAMB 2 2 TRACK SILL a29' U �� t� I
0 0 1 � 1 1 ;�
RIGID PVC RIGID PVC ��� --��--- t25'
.�20• -i F-.tez� .�20• -i t-.�er ;
F-2.sor-I
�eQ O� �e25o''��� Q P��RCEMENT Q AND STILEOM � AND STI EOM 28 REINFO CEMENT �REINFORCE ENT IfI
��❑� � 'o�f'� �t.at�z• O � � O oi��, 6005-T5 ALUM. REINFORCEMENT RElNFORCEMENT 6005-T5 ALUM. 6005-TS ALUM. I
��--��j �� 6005-T5 ALUM. COMPOSITE �
�- daG]G-��7 ��� zs„-� �
� O 3 TRACK HEAD/JAMB � f
RIGID PVC O 3 TRACK SILL I
RIGID PVC � .309' .080' �
10.625' 10.835' -'
�T 3.483'
�C��C7�o o� i � � .,oa�
O O � .�oo• p q�� �. � � a2�s• �
� ❑ ❑ ❑ ❑ ts,r � o 0 0 �,.eae• ,zs• �
2.��a� a.sss� I
� .,00�- �1 da����]�] G��� z.,4,• � j . �
O L � '� � � � � �
5 4 TRACK HEAD/JAMB 6 4 TRACK SILL 3 .t2s I !
RIGID PVC O RIGID PVC 2.zsr z.�ts•-i oo --r �.e�s �+ �
.��_, ,_ .�o• � I+.93D" � I---.e�• �.�, .y ~�.o� �REIN OR EMENTN 3�PLATE RCEMENT �5 ADAPTER K 0 R GID P�L AD0.0N Q �D BOTTOM RAIL I
LL=f� � ir'�til
���--.o5r .,Zr .�,•�- ���.�. �� ..._.i�,�r 600ST5 ALUM. 606&T6 ALUM. RIGID PVC RIGID PVC
FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL 7--I e�s� .875r- -.-1�.�p�r- ���. �
�COVER 06063-T6ALUM. 06063-T6ALUM. �� 6063-T6ALUM. �� SUPPORT I i � •osz' r •�r �aos� oso• ����•6ss•1�f-- �
RIGID PVC 6063-T6 ALUM. 1.gg3• �' ]�l 1Y
� � .08T 7.983 1.82T� � � 1
� 1.435' � -.�{ 1.813' � � 7.487' � �1.435' 'F+- T 1.48T I 1 L ��, �"� .3zo• r asr J
�� I1 r� OX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN
�� ���� �.��'�' .oso•�� �'S� 0�0" 90 TOP RAIL 91 BOnOM RAIL 92 SIDE RAIL 93 ASTRAGAL �OXO ADAPTER �
� 6063T6 ALUM. 8063-T6 ALUM. 6063-T6 ALUM. ADAPTER 60fi3 T6 ALUM. i �
�Z COVER SILL 13 CO��CK 14 /B�OX�N EEN SILL 15 OU�GR SCREEN 16 AND JAMB ADD ON �----}- . � , 0+��3'T6 ALUM� .agq•9� �
1081' 1081' �
RIGID PVC RIGID PVC 8063-T6 ALUM. 6063-T6 ALUM. RIGID PVC � � � {�{1202'� ,075'
�.»e� �.na� .e s 1
-� �s2• � 1 -�
, --� � � � {'�I ,.�• I
� r-2.060'�I � .0.50'-^I� .050'--�f� .094' �2.975'-�1 �
1b53' I r I STD.SCREEN STD.SCREEN STD.SCREEN FIXED PANEL CLIP ,
� � � �'�� T I L 770 TOP/BOT.RAIL ���SIDE RA1L �3 ASTRAGAL 80 8063-T6 ALUM. I
j- ��2.ser s.asa� i.se3• I �s.i�s�
8063-T6 ALUM. 6063T6 ALUM. ADAPTER �
.oeo• � 6063-T6 ALUM.
---�.oso• .aeo� � .oso• . ��•�' ,��,, . I
�` `, t;i�i�;;s„�'G ReNeetlel^ Uot°: R°Hebn �
SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR •� ;j i�;;t ,r;' , „�r�;•
��6083-T6ALUM. 18 6083-T6ALUM. 19 6063-T6ALUM. �6083-T6ALUM. �.,�_ s,r' ? � �� � aN�
� �I. QP-HOOK� .. �...e7��5 �� - � �� �� �
�i2s�• .2sr �f2si. � �•� 6063-T6ALUM. rJ�.N- 1�p��C' ' '.`.
210 PART DETAILS J ROSOWSKI '
gVv'it U. l f L,,.
.iZS•� �.:::.�. �. r . ,�7D7EGINOLOGYDRNE TRb: � � ;
c��r.,:�. �: N.VENIC�FL 31Z76 �
� � �., -��•,: ,;.:: VINYL SGD INSTALLATION GUIDELINES 11/18/10
1-1116"BEVELEDBEAD 1-1/16"OGEEBEAD F-HOOKREINFORCEMENT `�"�,�.,�'�; "" '� P�•���
OO RIGID PVC 79 RIGID PVC �P�TE ,� /� �- ,e.4^ �' N O I C O M%S.R 3(1 1 1 y,�,y�,�y: � srdos pawineN,. rwr.
6063-T6 ALUM. A�1'r�N Miti�R,P.E c�r oF,vm,.� 470 NTS 10 OF 13 FLA-SGD470-01
P.E#587Q5 -"�
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Part# PGT# Description PaR# PGT.# Description Part# PGT.# Desaiption , ..�<<�\�,y,i;,g �`�
1 6t9001 2 Track HeadNamb 50 419042 Frame Header Blak Boz Screen ��s'_ �-�� � !
2 6190Q2 2 Traek Sal 51 48052 RollerAd.Hole Plug 90 612256 Screen Top Rail *;o,;5��' i
3 679025 3-Track H�d/Jamb 52 41735 SGD Pand Canealong 91 61YL57 Screen Bottom Rali `� � 1' '
r, u=
4 619026 3-Traek Sill 53 41736 SGD Panel Come-afong Co�,er 92 612258 Screen Side Rail-Lockstile " .•�'•"' !P o� , ?L�
5 819D27 4TrackHead/Jamb 55 �1698 DustPlug 98 64344 SereenAsUagal ;�,'��' S'r'� .��� '��`�
.,., =!.e�j,
6 819028 4 Track S�I 56 44385 4 Hole Bumper Stop 94 617349 OXO Sc2�Astragat Adapter •,,�=J,�• � G,�';'
�r,-,.�.ti t,�.;•
7 619009 Frame Screw Co�er 58 819037M Fued Panel Gip 95 64428 Screen Dauble Intedock .,�;;���,,�
8 819031 Mchor Plate 59 71696G Siq Plug 86 6173d7A Screen Bug Flap '(A LYtJN MILLER P.E
P.E.g 58705
9 619007 Track hsert 61 78X�8PPTX p8 x 3/8"Ph.Pn.TEK ScBw 97 41818K Screen Keeper Spacer Set p o i
10 818029M Al�uninum Keeper 62 78X�4PPSa4X #8 x 3l4"FI.Ph.'fEK-S.S. B8 720XiX 1/420 x 1"S.S. Y � O I
11 819D36 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 1/420 x 1-0/7'S.S. � � � � �
12 819008 Outer S�I Cotier 64 781PQX t18 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.150'-Fln Seal � � �
13 819011 Spl T2ck Cover B6 7BX114PHPT410X #8 x 1-1/4"Ph.Pn.7EK 101 75RAZ StandaN Roikr O � �N
14 879039 Bar Screen Si�Addcn 66 770X1PPSQAk( #70 x 1"Ph.Pn.TEK-S.S. 702 7SRAX Standard Roiler- S.S. � W �a�
15 619012 OuterScree�Trdck(Standard Scieen) 87 710X115PPX #10 x 7-112"Ph.Pn Kceper Screws 103 7LOCKWGS Screen Lockset � � 8�
16 618038 Bmc Screen Head and Jamb Add-0n 6'8 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Sc�een Lxk K�eper Spacers � �
17 619022A Sip Wser-(DP60) � 710X212PPDAX #10 x 2-1/T Pn Ph.Tek S.S. 10.5 7SDKEEP Screen Lmk Kxper 0 �
18 819023A Sil Riser-(DP80) 70 712X172PP #12 x 1-112"Ph.Pn.A Standard Scrcen � � i
19 67B024A SdI Poser-(DP100) 71 GE 7700 Silicone 110 812033 Sc�e�Frame-T Battom Ra� C? �
20 819032 P-Hook Ad�ter 72 Dow Camfng 995 Sflicone 111 6tt026A Screen Frame-Side Rail(Latch) ZO �� j
21 619020 P-Haok 73 71726K Neoprene Semng Blxk 1'k4'k1H5 112 6t2033 Screen Frame-Side Ra1 � '
24 819014 Renbrcemant Cauer 76 SOicone-Foa�n SuperSpacer-11/16" 113 617383 OXO Screen As A er '
25 819030 Reinfo�eement Plate 77 Hot-melt Butyl 114 Bq853K Vin I Astra al � � Q Q �F" �
28 679017M Top,Boriom and Stlle R�nt(Alum) 78 619010 7-7/1B'Beoeled Bead 115 g17358 Sereen Sill Adapter � Z ,
27 18048 Top,Bottom and St�e Reinf.(CompJ 78 818015 7-iH6`Ogee Beed 118 BFP95K Bu Fl W � �
28 619018M htedock.300 Reinbrcement 82 62139 Ogee Vinyl Muntln 117 7R42DK Rivet �' Z
29 81B013M htedock 400 Reinbr�ement 83 63608 Insulated Gtass MunUn-Horizantal 118 74X1PA #4 x 1"Ph.Pn.SMS � � � � i
30 619019M Astragai Reinfa�ement 84 4C�IN I.G.intersectlon 179 78X112PSAT5 #8 x 1-1/7'Ph.Pn.SMS A Z O tA
31 879035 Reinfotament Plate 85 7558K LG.Gridock Clip-7/16" 120 41703N Screw Boss Bushin „�+' � --�
35 819005 hteAxkAdaptor BB 7560K LG.G�idockClip-5H8" 12t 71207J ComerKeyWheelAssy.(Standmd) � � �J Z
36 819008 AstragalAdd�an 122 712027SS ComerKey Wheel Assy.(S.S.w/beadn ) �m �� � I
37 879004 Penel Sttle,ToplBottan Rail 173 47805K Screen Handle
40 718609 .187 x.260 Fmseal(SWe) '124 41806 Screen Handle SIWe �
41 71895K 1-U2"x 1"x 3/4"Pin Seal Dust Piug 125 704/6B Screen lstch Ass . ���� �
42 479047 IntedockClipCoHer 1Z8 7SNKPW ScreeriKeeper ��„� x
43 78153X Tandem S.S.RdlerAssy. 127 61693K Sertated Screen S I'me-.145' ��� � I
44 78753N Taidem Nyton RdlerAssy. 128 87652K Screen Sqine- 185" n � �
45 879043 P�hodc Reinfaeement plate 129 81694K Scieen Spline-.150" �Y �
46 710X173FPSDX #10 x t-114"FI PH SMS 130 87816C20 Screen Goth
N07ES
1)SEE SHEET 10 FOR MATERIAL TPE AND DETAILS.
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1=-=- -_--_-_- _ - �--
TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE i
L D �
A M F B
2P2T � � � � 1P2T � M 6P3T R P
D K SD DS
2P2T P R x x O%%XXO C M
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�Q p,,,�,,.,�,,,M„.Lj � (� A � � ,p 4P� C M 1)MA%IMUM OF(8)EIGHf PANELS UP TO 98'FRAME HEtGHT.
2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FFiAME
� p %�� HEIGHTS OVER 96'AND UPT0140'
APZT R P NOTAVAILABLE pPpCABLE)DISOLIMRE0T0 DTH'��CLUDIN6POCKETSIF
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� o � o INTERIOR _ �
F P R B ' i��.5f�vr�� . - ±
5P3T R NO Na P - `' -- � o�orv� aa�mer• �
o�o S�R�" o,�o SCREEN EXTERIOR " �?.'�'61� �= SAMFLE CONFIGS AND PANEL NAMES J ROSOWSKI
- L D L D n �4l'• ',"itt�=_or• . :v.� �o�o�craraocrvwve mr�
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5P3T M A ���Sc,- ��;:•' aaeoxtsze
NO N� '��hJi al...�.� NOXOMIS�FL3127I
p� SCREEN �� SCREEN � �� �� � ��' �
A.LYNN MILLER P.E. �T�FA�� 470 NTS 12 OF 13 FLA-SGD470-01 i�
P.E9 58705
(
P INTERLOCK � LOCKSTILE F INTERLOCK � INTERLOCK C INTERLOCK �^^^^'�� ASTRAGAL
�
R FIXED �.� SINGLE LI SINGLE �—� SINGLE M LOCKSTILE C_�vwww� �NTERLOCK
LOCKSTILE INTERLOCK � � INTERLOCK INTERLOCK
T ASTRAGAL FIXED � SINGLE � .J LOCKSTILE C]�..�CL ASTRAGAL ;
OUT LOCKSTILE INTERLOCK LOCKSTILE ;
(BOX OUT) +
SD SINGLE � �—q DOUBLE
T ASTRAGAL FIXED U ASTRAGAL INTERLOCK `—"^'"�'�"'—� INTERLOCK
IN LOCKSTILE OUT LOCKSTILE
(BOX IN) (BOX OUT) �
A INTERLOCK �� �OCKSTILE {
S FIXED �_ ASTRAGAL U ASTRAGAL LOCKSTILE `
(BOX OUT) LOCKSTILE ��� OUT (gOX IN) IN
U ASTRAGAL �..w.n..�C� LOCKSTILE �
S FIXED g=� ASTRAGAL A SINGLE I
LOCKSTILE IN INTERLOCK � LOCKSTILE
(BOX IN) DS DOUBLE � SINGLE �
INTERLOCK INTERLOCK �
L SINGLE ASTRAGAL D SINGLE I
LOCKSTILE Na,�
(BOX OUT) INTERLOCK OUT INTERLOCK ��DEfA1LSAPPLVT02,3ANO4TRACK �
croNFicur�nnor+s. j
2)SEE SHEETS 2�4 FOR ANCHOR
ASTRAGAL SINGLE J ASTRAGAL LOQAnoNasPac�Nc. �
L R LOCKSTI LE RESNFORCEMEM REQUIREMENTS. i
(BOX OUT) OUT INTERLOCK (gOX OUT) OUT 4)CpMINUOUSANCHORPLATE,ITEMNB,
IS RE�UIRED AT ALL FRAME ANCHOR �
LOCATIONS.
n) ASTRAGAL SINGLE .� LOCKSTILE ASTRAGAL �
(BOX IN) �N INTERLOCK (gOX IN) �N
r
C SINGLE ASTRAGAL ,.;�,,; : �
(BOX IN) INTERLOCK IN ,: ;,{�•;s;��;;�, `,, �8,- �. w� �
4 =':�``� ;,���_��s� ,�;,�':
INTERIOR ' � �' � �� � `�°�"�"'� �
B SINGLE � SINGLE '' ".����' =
INTERLOCK INTERLOCK - . '� � w�«+w�: u�Br• ;
EXTERIOR ' � • �' S •'r^ PANEL TYPES J ROSOWSKI
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SINGLE '• r:`�;�,�s°4'`"•.• �•,, av�'mc��e3'2'6 VINYL SGD INSTALLATION GUIDELINES 11/18/10
MLOCKSTILE � INTERLOCK • .�sF•Ir-^.t.�;;��� NwA'Ocai+�is,Fi��� �„�, sm,: sr�r n,aw,m,a,, R,,•
A.LYNN�VIILER.P.E. �T.OFAUhl829�96 470 NTS 130F 13 FLA-SGD470-01 !
P.E#5H705 �
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� MIAMI•DiADE MIAMI-DADE COUNTY
� PRODUCT CONTROL SECTTON
DEPARTMENT OF REGiJLATORY AND ECONOMIC RESOURCES(ItER) 1 I805 SW 26 Street,Room 208 •
BOARD AND CODE ADMII�I�STRATION DIVLSION T(78�315-2590 F('18�315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv ,
� PGT Industries,Inc. ' �
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction �
materials. The docurnentation submitted has been reviewed and accepted by Miami-Dade County REI� - �
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AH.T}. I
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH7 may
immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
Tliis product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone:
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 63003R, titled "Icnpact Resistant Aluminum Tube Mullions", ,
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miauii-Dade County Product
, Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Se.ction.
LABELING: Each unit shall bear a pertnanent label �vith the manufacturer's name or logo, city, state, ,
, modeUseries, and following statement: "Miami-Dade County Product Conhol Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
� no change in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA. '
i ADVERTISEMENT: The NOA nutnber preceded by the words Miami-Dade County, Florida, and
a, followed by the expiration date may be displayed in advertising literahue. If any portion of the NOA is
displayed,then it shall be done in its entirety. �
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturec or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and '
E-2,as well as approval document mentioned above. �
The submitted documentation was reviewed by Manuel Perez,P.E. �
t
' NOA No.16-0z18.03
I MIAl�11�DADE COUNTY Expiration Date: May 26,2021
� �
j � �j�� �� Approval Date:Apri114 2016
' Page I
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PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. IO-0819.OS)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Unifoim Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
� 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, �and addendum lettex dated OS/OS/11, signed
and sealed by Marlin D.Brinson,P.E.
(Siebmilted under NOA No. IO-08.19 OS�
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
; and with FBC 5th �dition (2014}, prepazed by manufachuer, dated O1/29/15, signed
and sealed by Anthony Lynn Miller,P.E. �
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resouzces(RER).
�
� E. MATERIAL CERTIFICATIONS '
1. None.
@ ,
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Manue e ez,P.E.
Praduct Cont oI � caminer
NOA No. 6-0218.03
� Expiration Date: May 26,20Z1
Approval Date:Apri114 2016
,� E-1
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PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT"T�D
F. STATEMENTS I
- � 1. 5tatement letter of conformance, complying witYr FBC-5'� Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn . ,
Miller,P.E.
2. Statement leiter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.U1, issued to PGT Industries, Inc. for their Series
"PGT" "Clipped Extruded Aluminnm Z�be Mullion — L.M.I., approved on
02/12/15 and expiring on OS/26/16.
I' �
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ManueI ,P.E.
Product Contr I E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016 �
E-2
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GENERAL NOTES:
SUITABLE FQR ALl LOCATIONS REQUIRING � � � T
NON-IMPACT OF2 LARGE A�1D SMAl.4 7)DE'fAILS SHOWN ARE FOR THE MULLI4N ONLY./WCHORS SNOWN ARE M ADDITIqN TO ANYANCHOR3 REQUIRffO FOR THE W���� �`
MISSILE(MPACT-RESISTANT PFtOIIUGTS FfNE$7RASION PRODUGT IHSTAltATI0A1.TYPIGAL APPLtCAT40N5 ARE SFIOWN.EAGH S!Tl7ATtON IS UNit2UE AN6 SN4ULD BE
EVALUA7E6 BY AN E3CPERfENCED INSTAI.t.ER FQR THE BEST INSTALIATfON MEiHQD.OPTIONAC 1X OR 2X WOOD BUCKS IF USED. GENEwtt NOTES.._._._.„.. ._._i �'�� a
MUST BE qNCF�RED PROPERLY TO TRANSFER IOADS AND ARE TO BEDESIGNEp BY OTHERS. -�NS7aucnoN3._..._..__..__.»._i �� �� o
ELEVA71ON5....,...._._.__....»».._1 k' � �
FEGUREt: MULL702%WO00.._._._...»,..._.Z o,4'
MUL7(FLE pa�tr:cv wrorn FonvFsinca�.Muu. pRqf�Tpa� 2}iHE TYPE RND NUMBER OF ANCHQRS IS GRtiiCAl 76 TME STRUCTURAt PERFORMANCE OF TNE MULi.ED UNtT3.MUtltONS MU3.�-(�yx�yt+us6t�iyw.....�2 sz � �
C IN"uCRIBED INSiDE ��8��T��`"�E�`FLQATING'AND DQ NOT NEEp TO BE QiRECTLY ATTACHED TO THE MULI.tON CIIPS,BUT StiALI IN37ALlATION NOTES....»......�.2 �"
MULLIONS � / -'�- s�oernns ftECTANGUTAR NOT HAVE A GAP OF MORE THAN 7/4'FROM THE CI.IP.
1W.6.N: SMAPE MULLTOMNSONRY......._... ..._.3 N
SHEETS2�3 MULLTOS7EELS7UD__..„._».._..3 0 �
3}THE ANCttORAGE METNODS SliQWN HAYE BEEM DESlGNED TO RES137 THE WMDtAADS CORRESP4NDING TO?HE REQUIRED MUII TO MULI......................_....3
�J DESIGN FRESSURE.MUCEtONS ARE CAI.CUtATED TO DEFIECT NO MQRE SHAN U184.THE 113S7RESS tNCREASE WAS N{7T USED ANCFS4RSPECS._.........».».__._3 Uf �`-rc �
ii r 111 ��� ALTE.RNATATECGPS..._,_.„_._..d O R}
i i / ` \� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATtON FACTOR WAS USED FOR THE EVALUATiON OF WOOII SCREWS.
�� �`\ &1Y MULL INSTN.LATION»... ..__4
- 1!/ �� � ff� `Ll 7X2Xd25MULLSPECSr_,..._._5 J
�� �1 4)PROP�R SEALING OF ENTIRE ASSEMBLY!S TNE RESPONS181LITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 7 X 2 X.375 MULL&PECS......._...8 � W
� ��� J � MSTRUCT{QNS. lX2.75X_375MU12SP€CS._.__7 � �"�4 tt=1
ItF�� � � 1x27bX.fi5MtlLLSPECS... ...._8 2 �o
SEE DEfNLS / i� i i I �� 5)USBTHE CAMBINED WID7H OR HEIGHT OF ONLY TWO ApJACENT pENESTRATION PRODUC7S TO DBTERMINE pRESSURE3 AND 1?f 3.125X.SpQ MULL SPEC6__�.8 W Q o �F
Aituiu c; � ��� � i \A�R�6 ANCHqRAG6 FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 7 X4 X.375 Tt!E MUCLL�SPEGS...1T � 4 � �
��S�� � t sHEEis2s ���Y TWO PDJACENT i7Ni'[S A7 A'{IM�WNEN UStNCa THE DE.31GN PRESSUREAND ANCEiORAGE TA9LES.TtiE L4WEST DESIGN �X aX.37s'f'Mtut SPECS..»....9i ~ �
� �� >>i � EE PRESSURE O�MUlTtPLE MUL1.t6NS QR FEMESTRATtON PRODllCTS SFUtil APPLY 1.25 X 3.tBBX.285 MULL SPEC3..l2 � � �
I� / Itl � I J
HEIGM 1.2SX3.25X.100MULLSpECS__13 z Wz � �
6)WHEN FINDINa YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNp UP TO THE NEXT SIZE SHOWN ON THE TN31.E(S). 7.25 Xa25X.824 Mu�LSPECS.._A4
�� n��yHik 12SX&94X.824MULlSPEC&._..15 � �0 �
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2 X AX 15 MUIY SPECS........._._18
� 7)ANCHOft EPhSEDMENi TO BASE MA7ERIAL&HAI.�BE BEYOND WRLL 6RESStNO OR STUGGQ.W04D 8t3qt5 BY OTE#ERS,MUST j c� Z
// �/ 3EEDE7Al1.E, 2XBX25MULLSPECS_.__....._A
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS S WiLL BE CQATED OR CARROS�ON RESiSTANT Q UJ �" �
$HEE73 1.20 X 2.17 X.tY5 MULL SPEC3.._18 �
AS APPROPRIATE FOR SU83TRATE MATERIAL.DISSIMIIAR MATERIAI.S SHALL BE PROTECTED AS REQUIRED 70 PREVENT 1- � ¢ � p
RFAC710NS. 30`X 325 BAY MULL SPEG3...._. 19
45"X3.260AYMULLSPEC5..___20 Q C„� Z
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PRODUCTS MAY LISAOING EXNMPLES.._........»._._.25 W L
eE o�a�YTYF�. g)MUWONS AND CLIPS WiVE BEHJ DESIGNm&TESTm TO COMPLY WITH THE REQUIREMENTS OF TNE Fl.ORIDA BUILDING � � � Y
�F�.�� C46E,ANt}ARE APFROVEO F4R IMPACT AN4 N{7N-IMPACT APPtiCATiONS.Mtlti.lONS ARE t3NLY TQ BE USED Wlfli F � �'} !f!
/ ��� ` BY PGT. PGT-APPROVEQ�7ESTRATION PR6ptiCT$HAVINCi CURRENTAPPRpVALS. Q � Q Q O
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11:
Ho�roM� �s q.p a,N;� 11}QUAF}TITY QF UNtTS WlTNIN A MU�TlPCE MUtL�D ASSEMB�Y IS UNI.iMt'tE6 PROVIDED THAT THE SFAN AND QPEfi7fN� � �
��� sHeets xa WIDTHfHEIGHT OF EACH INDM�UAL MULIJON COMPUES WRH THE REQUIREMENTS OFTHIS NOA
LENGiH HOAIZ(NiTAL
t��xG�iM iNSTRUGT10N5
ADDI110NAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE pESION PRE9SURE REQUIREMENT(LBS/FP)FOR TH6 OPENING USWG THE A3CE-7 STANDARD.
�H������� 2}CHOdSE A MUCLiON TYPE iHAT W(Ll F!S iHE QEPTH 4F THE FHtlEST{tATION PRODUCPS FFtAME BEFiH.
MU[L rOPFNiNG WIOTH�—i
�LEN07H r � � ' - 3)REFER TO SHEET 25 TO DETERMINE IF 7HE WINn LOADING IS"RECTANGULAR'OR"TRUWOULAR/fRM8Z01DAL'
� � � �' �� '�"'° �""'� 4}FlND TNE CHOSEN MULLRON'S MUELtON CAF+ACITY(lBSIFf'�6ROM 7ABlES tA THROU6H 96R,ON SHEETB 5 THROUGH 2Q RESPECTNH.Y,UStNG PROOUCT REVISED
....... as cumPtying wHh Yrc FtUsim
�Fi� THE MULLiON TYPE,l.ENC�TH AND OPENING WIDTN OR HEIGHT{DEPEPIDIN�,IF Tt{E MULL[ON tS SPANNINQ VERTICALI.Y QR HOR}Zt?NTALLY}.THE Auifd'mg Codc
OPENING MUu � � Hq� y p y v�ii. MULLION CApACITY(I.BSIFI'')OH7AINED SHAIL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMEN7(L95/FP1 FdR THE OpENING 067AMED IN qcapencoNo 1 a�'�•
HEIGHT d LEMO7H M LL p p p M� STEP1). � ire1' Data �2�
� � � � �.TM
6}FftOM THH SAh1E i'ABLE USEQ IN STEP 4}R64VE.FIN6 THE YALUE IN THE NEXT COLllMP3 ANCriOR CAPACiTY REQUIRED tlBS},TtiIS VAIUE �M.�m. ���
REPRESENiS THE WINOLOAD TRANSFERRED TO THE SUBSFRATE BY THE ANCHORS AND MUST BE ME7T0 ATTAIN THE FULL MllLtiON CAPACiTY
BtNGi.E MULLION 3WOLE MULLION �FpRVErtrica�h9Ju. 6j FROM TNEANCHOR CAPACiTY(LBS)TABLE ON THE SAME SHEET AND U31NG YOUR ACNAL SUBSTRATE CONDITIQN(MULTIPLE �����y LYNN M������
QPENtN6W7[�Tti ANCHOWSUBSTRkTEtRNCHOR-CUPPAT7ERtvMAYAF?LY}SEl.ECTANANCHORCLtPPA7TERNANOVERiFYTHATTNEftEQU(REp1WCFi0R `� t+�N,. .�!(F���'
it
�R`�RT+cu� CAPACiTY IS MET. \ `'�,:'y�cENS
MUITIPLE MULtIONS � �' ',%r � '
'1 SEE aOaRESPONDWG DErqil.s 7)IFTHE MULLION CAPACITY(LB51FT')OBTRINED IN 7HE TABLE IS HIGHER 7HAN THE DESIGN PRESSURE REQUIREMENT ILBSfFT')FORTHE ��3`:� No.G6745 �
� FROM FIGU[tE i n80VE pPENlNfl,YOU MAY USE TriE"ANCHOR CAPAClTY ADdUSTf71ENT fORMUCA"T4 OBTAIN TkiE LOWER ANCNOR QAPAL"{7Y REQUIF?ED.WITN 7Hl5 - � , =
yACUEA IOWER ANCHOR CAPAGl7Y OPTK}N MAY BE SELECTED ft7ft THE SAME SU8S7#tATE -
$TANDARqB USED: 8)VERIFY THE DESIGN PRESSURE RATINI3(LBS/FT')FOR THE FENESTRATION PROpUCT TO BE USED ANp COMPARE WITH THE FINAL MULLION ��.� � '•4�`
�2U74FLORIDABUILDINGWDE(FBC).5THEDITION y 7E f- : <f✓:
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�ALUMINUM DESIGN MANUAI,ADM-2010 PRODUCi'IiSSEMBLY. �;'��i�'.•.•••' �
9)HIGHL�GHT OPTION USED AND TABLE VALUES USm IN A SPBCtFlC APpLtCATtON WHEN USINO THIS NOA t0 APPLY FOR A PERMIT. � I � � �
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MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X eucrcsrwr �RsuesrrUre, oz�� �
OR WOOD FRAMING WOOD BUCK AND MASONRY p�7p�MEM s�s�Tne�s�e•�aa �
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTMERS. N
SEE NOTE 1, �S m
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ii �.fu�uori i � . . Z "N� N
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Q STANDM00 � U 1q m 2
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RECOMMENDEDFOR o � J o �
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AL40BEUSEOFOR � Z Q � �
OTNER FFUME TYPES.
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rm.�ncxa+ rRs�u srwve. � � � ���a
T1P.ANCNOR PEfiSUBSTRATE. SEETABlES1618B
PER SUBSTpATE. SEE TABIES 1B.1BB
SEE TABIFS 1B•18B EDGFJEND BUCK3TRIP
�019TANCE AND
SEETABLES .r ..�� .. • AITACNMEM
r— BUCKSTFtIP 1&18B T '. .; ?•- � , • • BYOTHERS.
EMBEOMENT �p EAffiEO�h�NT' ` �' ' .. . • SEE NOiE 1,
ATfACHMENT . . .I�^:� '• ' . . � . SHEtT 1.
, •.:� � . • • BY OTHERS� s ._ . .. .. ' .
. �� . SEENOTEI. . • • �'•.�
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INSTALLATION NOTES: Mluni h�n
1)ANCHOR EMBmMENT TO BASE MATERW.SHALL BE BEYOND WALL DRESSWO OR STUCCO. ����
\`���0��.�1.YNPJ N,/�(,����i
2)QUANTITY OF ANCHORS AND MUWON SIZE SHOWN ABOVE ARE FOR P{CTORIAL REPRESENTATION
� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLV ON THE ANCHOR TO ANCHOR DISTANCE,THE `:P��t�,••'��cr:NSF••.F9 :
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOYVED,REFER TO THE TABIES ON THE •����
FOLLOWINO SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _�'� No.�87�5 -
3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FI.ATHEAD. � (� !Lr_
4)WOOD BUCI(S ARE OPTIONAL,SEE DETAIL C,SHEET 3. ''� • ���..W~
�� ' 5�:�E Of- r��:
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5)FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY MU+MI-DADE CAUNTYAPPROVED ��C ���
ELCO ULTRACON OR ELCA 1/4'S.S.AGGREGATOR MASONRYANCHORS. ��i�`S�O�VA�- �`�
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MULLION TO MULLION ��A�
DETAILC: --� .�zfi•MiN. INTERSECTION No�s: �
MULLIONDIRECTLYATTACHEDTO �x� a
�� � �(U-CLIP) 1)MAYBEINSTALLEDW'7EE'OR'CROSS" ����o
MASONRY STRUCTURE wr�sEcrloNs. ;� �
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� 2)MAY BE INSTALLED HORIZONTALLY �
�'- � (SHOWN)ORVERTICALLY N
� i Tm.nricHoa ` 3)SEE LLCLIP DRAWINGS,SHEETS 21-23 m �
ERHERIHE I � PERSUBSTMTE. M�
sinwonano � SEETABLESt&13B FORCARRESPONDMGMULUON. z �o� �
OFFSETMULL i i, TOP VIEW Muwon O }';
CL1P MAY BE � � I FDGE DISTNICE u+
Rl$7ALL�BY �� I FORMASONR�' yq�ytES}----y J W
THISI�7NOD � � I ANp10RS I � � _
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ATfACHMRtf SEETABIES � fA
. BYOTHERS, � � 1&73B V Z Z Q O
.•. .• • SEE NOiE t. '� • a
h�Nf•.,� • - � • • SHEETt. • r , ' < • EOGE , �� m0��(�
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� •'. • •- . .. . . .. - �_��o� s�oE viEw � � �� .�
MIN2.7KSICANCRETEORCMU M6J7.7KSICONCREfEORCMU 48-158
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CIJP SHOWN)
s�aucTu�
INSTALLATION NOTES:
TP.ANCMOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCA. a a�rtsUa97W�re. 0
`�SEE TABLES 18-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SeESHEETS � PRODUCT RCVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE Z�-aa wR su complying wiih Ore Flo+ido
CARRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFEF2 TO THE TABLES ON THE � HOLE 8uilding Code��L��
FOLLOWING SHEETS.FOR OETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USm. L�¶�S A�tt���� Zp2J .
.�` ExPueti Date
MULLION �
3)ANCHOR HEAD iYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. � BY
� peAo l
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FORMASONRYAPPLICATIONSINMIAMI-DADECAUNTY,USEONLYMIAMIAADECAUNTYAPPROVED ois�rnnce `\�.�o`���YNN M�����,�'
ELCO ULTRACAN OR 0.001/4'S.S.AGGREGATOR MASONRY ANCHORS. Foq siffl siu�s inwr�ft irurr �T��
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ATTACNMENT 6YOTHERS. �'i�: �p.y8705
EXTERIOR USEWOODANCHORSPECS SIDEVIEW .� �
NOTES: � �'�—
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1)FOR 2X W006BACKED STEEL STUDS,WOOD �� • 5 C OF ���
lWCHOR VALUES MAY BE USED. �;�,(�'••,.F�pR\0�':•�a�'\�
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FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP) o��
(F-CLIP) � a �
62 � �
SEEDETAILSA-E. 30'OR45' ^ d
&HEETS 2 AND 9 FOR PISTALaT10N BAY MULL
TO SPECIFIC SUBSTRATES. N
x m �
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EXTERIOR + � ' i i �SEE TABLFS 15B OR 188 � �� � �>
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STANDAROMULLIONCUP i � i r n�s�ue�srn�a�. � i i EXTEWOR � �� � Z
MODIFlED TO FR FlEID � SEE TABLES 78-1-08 � � � � Z r �
CANUIiIONS. I I I I YXSANGLECLIP. Z Z Q 0) p
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SEETABLES 18•19B ^ INTO W000,
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INTOWOOD,STEEL, 9TANDAFiDCLQ�TOBE
EMERIOR ORMASONIiV ocr�rtiort
ALUM,CMUORMA90NRY MODIFIEDIN•FlELD. �
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O E�pN��R ��'` � ns complying wiih�ho Flmida
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, � � OISTANCE Miemt o Nu&�d
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ANCHOR
EDGE '�j '_-� Q \�\ I//
DISTANCE E NOTES FOR INSTAILATION OPTION G&H: ���� ,��YNN�������i��
PERIWCHOR O ♦ OCl.............F.p �i
1)USE 2 ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTFD INSIDE OF MULLION. �ati�:��GENSg '(%
NOTES FOR INSTALLATION OPTIONS F: � Ys � ' �.
2)DETAII G:SEE TABLES 18-148 FOR ANCHOR�UANTITIES AND SHEETS 21-23 FOR HOLE _-;�: �y�,CiA705 ,
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 12G X2.11'X.125°MUWON. LOCAT�ONS. _ � /� c/��_
/ 2:
2)SEE TABLES 1&13B FOR ANCHOR�UANTITIES AND SHE�TS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 188 FOR ANCHOR OUANTITIES AND SHEET 22 FOR HOLE �.V•,G� g L 6 :���
LOCATIONS. �� ' �TE F • ti�
3)THE 2X5 CLIP IS NOT SUITABLE FORTHIS APPLJCATION. ����N�'�.,F(p(t\bP•' �G�
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TABLE1A MuIDonCe acI Table IbalR� ��� a
OpenIn9YJldih(forveNcetyspartiR9 rm�lar�sl ar�Pen{ng He1BM(tor horizorfei�'-sParrdrt9 m�ms) t5o m �
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�Bln 74.Y 712 E7.B 25R 62� JI2 7JA 2b2 61C �12 W.0 218 t8.0 712 B32 4!7 41.8 ]12 81.3 2{4 J7.6 �IY 81.0 21� 312 712 61.0 244 2&E �12 B1.0 2N T].4 �12 81.0 7A{ O
W O F"'
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$ 61N 52.6 7A7 67.5 207 AJ.B 247 �9.E 302 �7.! 247 41.8 109 �3.8 2�7 11.5 188 70.2 Y47 J9A 1Bt 28.� I�7 3!A 1B] YfA 117 38.1 1Y7 �e.e Y�7 78.1 187 18.4 147 7&1 103 J
0 Spin SB.� 200 t1.4 t70 37.0 2U7 35.4 tb9 ?7.{ 3DD 31.5 183 41.0 200 2E.o 160 21.3 20U 47.1 1lr9 1B2 200 16.8 15T 18.0 200 45.0 75E Z N g � �
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Tlln ?22 139 23.J 720 1&6 139 tYb 118 1S.G 719 17.6 110 ^� .�- �
~ � � N O
791n 18.0 t25 19.7 /09 16.7 12S i6.E 107 Z
7an tv.s tte �es ia pNCHOR CAPACITYADJU&TMEM FORMULA: � N a %p�o
TABLE 1B ' (p�)X/ANCHOR CAP.,,,,...�\=qp��oR Cpp.,,,, W �n o
AnohorCe acl Ta6te ba �� p7y`wm Meiei \MULLtONCAP.,,o,,,,..� � x Y Y
Suh6liet 2.7kCCnercle S.SkCaF. HWOwCMU
s�e•E ko y��.�o�Va,,, ��a•��,�, ���'�Ero Y7G Elco vr ss Eko »+o sreei f�s s�ed r�2 sted USE THIS FORMULATO OBTAIN THE YWCHOR N � N
p�lwr7ypa slte'Emo 1Auecon 1/4`Eko UNe�m �� AqpieGator uivacon Aop�et�emr sarew f o 5 l S c re w(G+� saew(051 �ACITY REQUIRED'CORRE S P O N D I N G T O A N U X Q O O
E
Anchor Clip PaRema ACTUAL P R E S S URE REQUIREMENT FOR THE Q_�
Ecae qsmnu MT r a�m 1• 2-�rr 3-iB• r at7 r a�rz� 7 3va r o.as� ��°� OPENING,WHEN IT IS LOWER THAN THE MULLION �� Z m0 sA
E m D e d m m l f�r�• +.ya• t��• �-��• z tdl4' 1-0q' 1-UI' 1-114• �-+�a• �-t��• r ��� ��• �e C A P A C I T Y(�O M 7 H E T A 8 L E y O F T H E 5 0.E C T E� � �m�
1A�M�a@{.TS•MU4D.C.ISlandmdor01ee1Gl�Dff41k 9eows 3sows 4soms esoros taeame xroim zso i m ��s �a w s a 7 a i m s e�i w eaems x�m s �4 z i m 5eoms MULUON.ITWILLYIELDAMINIMUMANC4i0R � ,� ����
4pnclwie�l.tAMhO.C.l8lenAmd(orOlseq C N p(F I 0.2 k �e o m a r o o ro s w n wa wn eun �aotw wA wA w� w� �a �2� � 7�� �p P A C I T Y W H I C H M A Y 9 E U S E D T O QUALIFY
�Nwnme�a'nuno.c.iRlaSuroieaq�l�W.aY �eom+ Teo�,i esowa �aeoioe �e�eiw 5aaros ssaros wn tboms 7�e m e � ��A � aesiea ���o�� ADDTi16NAL�INIt�9DR�PTIONSFROMTFIE 1
2 AncMn�OAS Mn O.R I U{UP.Into.125'AWm.lFl0.4L WA WA WA WA WA WA WA 'NIA -Y7M' iYA TABI.E. ��
tA�wlwrlFCtlplFq.Sy: fYSms 1851Ds 2]310s 1451ba E7YWs 135@S t101bs 177@s 3TOPos 1B�A ���. +7�� . ��y M216� � fl��R�� .
2qnEMrs�1.1SMN.O.C/Fdbff4.�+k �0� �� N�A WA WA WA t001�s WA N!A �
NOTE:FOR THE OFFSET CIIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 2: TABLE NOTES: pROpUCT RCVIS6D
FIGURE7: mcomPhrinBW�N�F�ar� �
• � � � 7)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAT�ON ON LOADING. Ouild"me�
--� 1.000" r-- Accepla�eFio '�8.��
� � SEE SHEETS 2-4 FOR GENERAL MSTALIAT�ON MEiHODS. r ex��� p� I
2)LINEAR INTERPOLATION BETWEEN MULL LEN6THS ANDIOR OPENING WIDTHS IS ALLOWABLE ` pY
FIGURE 3: 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR D(ACT DIMENSIONS,
SEESHEEI'521-23. Miemi olroduct
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2•0� ```\\\�1`y�N n1/�(�//!,
� � � FIGURES SHOW SUGGESTm,APPROXIMATE HOLE LOCATIONS. �25•
`a�.\��£NSE�'.R��
ANGLE CIJP MUST BE USED IN PAIRS- CONCREfE BLOCK UNIT(CMU)SHALL CONFORM TO A SM G90.'WOOD SHALL BE PRES$URE-T�R�FATIm �
� �' No�6165
FlOURE 4: FlGURE 6: FlGURE 6: YELLOW SOUTHERN PINE WITH AM S�OF 0.55.AUIMWUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12S -
THICK.STEEL STUDS TO BE A M{NIMUM GRADE 33 AND.045'THICK(78 GAUGE).STRUCTURAI.STEEL TO BE AT 7•X Y X.125"MULLION _i<�
� � LEAST.125"THICK AND A36.ALL MICHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFADS BEYOND - �n� �� I� ;
� u�---_' �� ��( �
THE MATERIAL.#10 d Nt2 ANCHORS INTO WOOD MAY BE STEE418•8 S.S.OR 410 S.S. �,V..
%�A�'•. S�TE�I..•
;G� •,.rLok�O• C�C
-� i� �.`S. [�(�j \'�(,
A.IVNMim�4����� -
FL P.E.#58705
/
-- -- - - -- -- - - - - - - - - a�����__�
TABLEI5A F
MulllonCa �eflyTabUpbeM°) G'�C Q
Oponinp Wltlth(tw oe�icaN-sparcir9 m�i°�s)orOponinp Halpht(for horizorta9y�spartirg mtdiore) o
601n ��
701n EON YOIn t00in /Y0N 140N 1fi0N �o� �
Recmnv,ier noWmeno. nec+e�+u troWmma. aeu.naa.r na�rm.�a. r�eae�Wer 'iroNm.np. naunaeer rmMa.ro. rm��e�er TmWnianB. R�1enpder �+nna. r�ne�� �N���a. aKw�u n�rm�na. w
�.26"JO �oana ��6 �+�^u �9 �oaarre �ooaro �osana wea�re �os�re waano tmanu Lw�no wemno �oeare �oea�g �noana �oeanc ���m o� LL
DE0.AL n a a F a F F a^ F O 'b.. �.. F A � � � �° F ri � N
BAYMULL � �" � � m
�° �. �. � � � ��, � � �� � �. g � � �� �� � � � � � �
� �E a �� � �� � �� a � � �� � � �� � ��. �$ � �� � � � � 6� �� � �B � �� � �� � �� �� Z ��'� �
�� �� �� �� g� �� �� �� �� �� s� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � o �
J W
42In 170.0 610 170.0 �.75 170•0 7N 1J0•0 �7E 170.0 B6B 170.0 60B 170A 942 170.0 519 170.0 1176 1T0.0 621 17aA 1210 f70.0 521 170A 1188 170.0 621 170•0 1TSS 170.0 621 119.1 1710 170.0 521 =
{EN 170.0 70E 17Q0 6tf 170.0 850 170.0 68� 170.0 092 170.0 &70 i70A 110] 1T0.0 66{ 170.0 1Z77 17C0 67/ 170A 1�17 170.0 B6D 1622 7671 7T0.0 680 170.6 1612 170.0 BEO H{2 16?2 170.0 86D � �� (q
60.E7bin 1T0.0 7�7 170.0 583 170.0 EBb 1T0.0 WI t70.0 1016 q0A 6M 170A 1193 170.0 723 170.0 1515 17Q0 747 1812 iM3 17Q0 766 138A 1413 170A 75! 117.J 1113 1T�.0 7EB 102B 141J 17Q0 T66 (y� p$ �
611n 170.0 787 170.0 6@ 170.0 858 170.0 B9f 170.0 1148 170.0 761 170.0 1278 170.0 BW 180.4 1J57 110.0 W7 114.3 iSS3 170.0 056 120a 1]55 170.0 E81 103.1 135� 770.0 !E1 903 1357 170.0 E0f F � � �
60N 1TOA a65 1T0.0 701 170.0 108] 170.0 7B7 18L0 121E 110.0 !70 NBJ 12fE 170.0 8N 179.9 @IB 179.E 90E 118.8 72fE 17Q.1 �� WA 1218 148.1 C17 ESA 1YfE t4B.1 019 7Jd 1210 1{B.1 913
&7N 170.0 870 170.0 74S 1T0.0 1118 770.0 650 160.2 1150 f6QE 873 i3fA 5160 1610 914 11B.B 1160 1�1.9 BOE 105.1 17fi0 134.2 E65 Q7.8 1150 128.7 Bit 76.1 11G0 1282 ETO 85.7 7160 128.2 E7C z N,; m �
�
r�, 681n 170.0 W4 170.0 7d8 152I 1010 185.6 !dl f14E t01s tle.B 661 Nf.3 tDID 533.1 150 f0f.8 101E 123.4 839 01.4 1640 11&B 670 T01 taB 10&4 021 63.7 16{6 tOB.2 E1B 67.1 1ME 100.2 61E � J$ � �W
e MN 110.6 B!0 1�T.9 784 11T.4 � 728.0 T48 100.8 E60 itQE 73� 3E.0 EEO f00.0 712 78.2 !EO 82.0 712 TOA E80 Lb2 7Q1 60.7 EBO 792 647 W.J !60 76.6 eE! II.0 6E0 7b.� B!0 � �o Z
S �
' 7Etn 11Y.7 TGO 125.1 690 Y9.0 7H0 106L QIB BS6 780 83.� 667 T�.6 780 0�.9 b52 66.5 780 78A &J 59.B 780 71.7 B1S {9.0 TBO 65.1 �� �S '� �.1 B10 J7A 700 81.5 61T Q � � d'
� 7CN 110.8 7W tl5b 657 62� Tfi0 08.1 NI 70.1 730 E5.9 872 082 750 77.1 621 61.6 750 70.8 612 66./ 760 65.7 607 �B.Y 760 69A 691 �9.8 7+U be3 6E0 31.8 760 �.6 668 � m Z N .O
BON 72.1 687 76� 600 60.1 6B9 82B �BI 61.6 683 6{A 467 {5.1 6E9 Ie.Y 175 �0.1 6BJ NA � J&1 30] {0.9 IB2 �0.0 687 763 I5Y 27.8 fiW 53.1 NS 7L6 SB7 JI.E M2 � �� �O ap
p8h 59.4 485 81.1 113 �8.6 495 61.5 �55 �21 JbS N.E �I7 77.1 �05 ]9.8 �Yt J.7.0 IY3 3&1 �IS 20.7 �93 J�.2 �09 24.E �95 29.1 100 21.Y �93 1db ]9{ 1&0 4B6 25.0 390
t00N 41.7 391 f28 353 3Le 391 �+`.B 318 ]Y.8 781 N.1 S�2 28.1 381 27.8 737 7!2 391 219 77] 10.0 381 72E J28 17.� 391 10.7 921 1�.G J81 17.8 ]16 � W S N
{It Ie 3EA 3T0 382 375 3L0 J70 37.0 J30 2TS 170 28.8 3Y6 Y�.O 3T0 26.� �20 21.4 770 7Y.0 J1B 1B2 370 2Q8 712 1&0 310 18.1 �65 � �
a"M Zxfn �
lpin �pA 717 �0.9 2E9 25.J 71T 2&0 Ybl 21.7 717 ?2.5 T80 49.0 317 tAB 27G 1&B Jt7 17.9 27� �
1HIn 1TB � 17.E 20J m
ANCHORCAPACITYADJUSTMENTFORMULA: ��� � ���
TABLEI5B qnehorCa acl T�bl� e ANCHORCAP.,,o,,,„„
Honvxcwu FAMcatU erwooa Mmtw (�P 1X� �=ANCHORCAP.,,.
aubs�retrc 2•�k C«w�ete ��M�- � MULLION CAP.,�,,,,,,�
311EEko 1q'&SEko SItE'Eko 1f4•SSEko WfOelecl �RSteU M128fctl
Nmlurlype; JIICEkouitmeon 1f4'EkoUrtrecm ��U�� y�e'EkoU�uaan 1H'EkoUluecm A���a U��� qgpre0ator euewtos)6aiew(GS) suew(csl USETHISFORMULATOOBTAMTHE'ANCHOR
MchorCAp PaGema CAPACITY RE�UIRED'CORRESPONDING TO/W
ea�oia�ecmT r a�n� r z•ve yue� r znrz- r s-vr r s�m r o.ee• o.sr 0.324•
EmDedmantM +��' ��• �y�• �.y�' r f.ur f•v�• �ara• �-u�• �-w• �•+i�• r ��� �"�� �� O ENNG,WHENRTISLOUWERTHANTHEMULLtON
2AneMn�5'MiR O.C.I(�2�5Anp1e CUP9�(Fk.tt 790 ms 7801 W 450� 880IOe 1700 Wa ?TO IEa 200108 35/1W 740IW 7741E� Yl0�bs 8101W 311 Ws �171M 580 tDs
4�ncnae @ as�I.Urt O.Q 1 CU 2i6Armlo C�ps I ffb.�F '+�� ��� r�� ie�o ros ssss os a�o�m sea ms wn nzo mc 7�B M eeo ms �ea2 ms 6az ms eas iea nm ms CAPACI7Y(FROM THE TABI.�OF THE SELECTED
B Anctan�271'tNn.O.G/�2�5 Mde CiW 1 ffq.7Y 11201Ds t12016s BSE ID� ?2/8 Ws 2751 ms WA b10 Ws !UA 10591W tUA 1710 mi WA 1Gl210a 1721 W 1�� CAPACITY W HNICH�E US TO�UALIFY
ADDRIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TA9LE. PRCaUCI'R6VISED
at tampfyiny wiih Na flodd0
FIGUREI: q�����j,io 3
TABLE NOTES: A 16'��8.0
� p7M'mDa7e �9i�
� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEf 25 FOR INFORMATION ON LOADINO. ,�
SEE SHEETS 2-4 FOR GENEFiAL INSTAI.LATION METHODS. By
Mi DndoProducl
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. ����������
FIGURE2: .125' \\����`Zi�; ,�„�+1/(/, ��i�
3)MULLfON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR DU+CT DIMENSIONS,SEE SHEETS 21-23. . 6 �
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23• gp. \,\`t`.•��GFt.S.��'•�
• � � � FIGURESSHOWSUGOESTm,APPROXIMATEHOLELOCATIONS. = �' '•��''
� 3250' ;: ' i:o.58705 _
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPEGFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHAIl.CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATm i: S�' 'G�L^
• � � � YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL 6E 6063-T5 AND BE A MINIMUM OF.126' p ;:��1
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY '�)�'•. ���YE�� =�•`
�� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION '.(�.'•. P,..
;��.,F�ox�o.�`�G:
THE MATERIAL.A10 8#12 ANCHORS INTO WOOD MAY BE STEEL,IB-B S.S.OR 410 S.S.
�'���ti/OMI��-�����
ANGLE CLIP(FIGURE51-3)MUST BE USED M PAIRS. A.Ll{NN MILLE�R,P.E.
FL P.E.#58705
_ �
-- TABLE 16A -- - -_ -- -- - - - ----- °'����� _�
MullionC� ro T�bl� bcfll° xxp5
OpenlnpVYfdth((oneNceM-sPmrioBm�li°re)orOP�nInOHelOht(forroAmntey-sparcirgm�lions) ��C `
50M GOfi 701n EOIn QOIn t00N 1201n 7/0H 180N o
RootenMv TeNTdan& RaclenB�r TnM�e�O. Recta�Adr TrePlfdanB. Reclenpder iFoPRMnp. ReUtnpdar heplT�la�D. RecienpWar T�eM� Ra�tanWr h�lTdm�O. fLMm�y�der TraPRAeiq. Reclupulor 7repffdan8. ��4� �
7.26"46 �'"7 �� �°B6n7 �np �°�"0 L�6ny Lm6ip Lac6ng Loe�ng lnodng tmAnp LoeAng 1m�9 ��^8 �d^9 ��B �naMg loedng w �
BAYMULL �° � x P 'c,. �,. � �.. Fa �i a a �o., �o N
� �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � ��
�� �� �� �� �� �� �� �� �� �� �� �� g� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� o �"�m �
Qin 170.0 620 170.0 135 770.0 7N 170.0 �78 1T0.0 E97 170.0 508 170.0 B82 170.0 519 170A 111E 170A 41 770.0 17A0 170.0 321 17Q0 1rE8 170.0 521 470.0 1755 170.0 521 160.3 tE71 170.0 621 J W
S
�en ��o.o �oe �To.o sx� ��o.o aso �m.o sa� �ro.o ou2 �70.o wo ��ao �ta� �m.o eat nao �ns tza.o en troo un t�o.o aeo �s3.� �aa� t�o.o eeo taa �et� no.a eeo �n.e �es� no.o eeo � a m �
�o
fiO.F�Sin IT0.0 717 170.0 58) 170.0 E90 IT0.0 831 17Q0 t01B 170.0 804 7T0.0 1185 170.0 72J 770.0 1315 170.0 71T 1T0.0 1�8/ 170.0 T5E 1Q.7 1552 17Q0 730 128.1 1552 170A TSE H0.I 1552 770A 75E m M 0
Slin 1T0.0 7Y7 170.0 812 170.0 GSB 170.0 881 170.0 1118 t70.0 751 170.0 12'75 17Q0 LOS 170.0 1��4 t70.0 W7 1552 1155 17Q0 856 1�D.7 f155 170.0 A81 itO.E 1155 t70A EEi 87.0 1/55 1T0.0 881 � � � �
J
EOYi 170.0 L75 170.0 701 170.D tOBS 170.0 7% 170.0 1?AO 170.0 !7B 757.1 770i 770.0 BN 138.7 1808 770.0 BYO 125.7 1300 183.5 BB{ fa.e 1J09 15L1 BM EB.E 1� 157.7 Y82 78.8' 770D 167.7 Y82 J
87N 170.0 B30 17D.0 715 170.0 111a 170.0 850 1E20 17AT 170.0 840 1r25 17A7 161.6 OE7 11a.7 12q 1528 9B5 17/.0 1247 1M.3 952 05.0 1247 138.2 WC EI.1 17A7 135.7 435 71.J 12l7 135.7 V!5 Z �g y, g
EDN 170.0 WI 1T0.0 769 7T0.0 1180 770A iO3 N0.4 1740 1E3.7 C85 12BA 7180 1�7.0 8/5 115.1 11G0 13Q5 Y2a f03.8 i1B0 120.� 8f1 6QE 1f80 fl0.6 6C0 7�2 1180 11E.7 ED9 84A flY0 11E.1 BY3 8 l
� 72M iBiA 1010 169.D 877 131.7 t010 111.0 B57 715A 10f0 127.2 bf2 1U1.0 10f0 tU.7 B78 CB.e 10t0 105.9 E17 ED.E 1010 00.8 BW Q1.J 1010 CO.E 785 b7.7 10f0 E7.� 7Y0 fAb 1010 07.7 7Q7 � �� � f.�
@ 7EN 1J7.{ YOB 447.E 7C2 114.5 80D 171.0 775 Y8.1 800 f07.1 781 lS.Y 80! YE2 7�0 7&3 90D BE2 77! 8E.7 8D! 82.� MY 57.3 808 71.7 7tB 40.1 008 71.2 710 �28 008 70.8 706 � �� � �
� 7EIn 127.1 BB1 1323 754 tOS.B EBI 1125 738 oO.E 6B1 Bb.O T!5 7Y.4 Obl 88.5 719 70.0 OB1 61.0 747 87.E E6f 75A 6D1 67.0 CEt 66.1 881 �5.1 E01 84.5 875 39.7 EEt W.7 W2 z m Q N p
ODN E27 B/E 65.{ 571 630 846 721 SE� 69.1 BIC B20 554 51.7 M6 b8.1 515 1�.0 8{E fi0.8 G17 11A BIB �7.0 670 �/b MB �1.5 519 2BS 619 3D.2 511 25A 619 76.5 SW F W Z pp..O
gpin gE3 588 70.1 508 5Q8 SBS SA1 IDB �&7 568 51A �91 120 38E �3.8 /E7 37.0 58E �1.4 {7B 74.1 SB6 9E.7 470 2E.4 58B 33A f5B 7A.3 5B8 7U.5 r52 21.7 58E 28.7 N7 v7 �� ����
108N 17.Y MB IE.B �OS SB.B �/9 H2 3B0 3{.2 4�Y 35.T 583 �OA N9 51.T 387 48.8 �IB YB.B 382 T.1.9 MB 28.1 377 70.0 M8 72.7 380 17.1 NB 20A 3!1 16.0 119 10.B 85B Y Y
111 h N.1 125 �5.0 SE5 78�0 125 17A 37Y �1.5 125 72E 7TJ T/.E !25 2R1 387 21.6 �45 28] 7BZ 75.1 125 2t.0 358 18.� �25 20.7 350 15.E IYS 1&8 113 F ❑ V7 fn
ipin ]1.9 364 35S 331 29.1 384 28A 7!8 21.8 384 25.E 3Y1 21.E 361 Y2a 317 IB.1 384 20.5 317 17S 381 1Q7 J09 Q..� Z � Q
iMin 30.2 P53 20A 213 10.E �5.1 17.1 Z30 a� �� �
�g m��^a
TABLE 18B ANCHOR CAPACITYADJUSTMENT FORMULA: � �'�'
MohorCo acl Table Iba ANCHORCAP.,,v,.,,
BubtUala 2111Cac1a1B 3.5kW1W. HOEOWCMU F�eEG1U PTWaOd Melal ��Prw�X� �=ANCHoRCAP.e,
MUWON CAP.,,,,e„
918'Eko UP SS Eko N18'Elco 1M'88 Elao NIO elecl Y12 eted {12 Sted
MchorTypo: 7/1cEbotAunm Va•rdeou�m W�� 3lta•Ekomtraoon� tq'EkoVNacm ��� �p�on npyeGo�ar screw(c�sorew(os) saew(cts) USETHISFORMULATOOBTAINTHE°ANCHOR
AncharCUp Palteme
eepadsuMe(u�): r atrr r z-+rr it� t• 2-vr t' atrz' 2' �ve' z a.�e' o.5a• o.s24• CAPACITYREQUIRm"CORRESPONDINGT
Emoeament(+nY i•v1' tan' talP a31P 2 t-tl4 1-ta' t-tM• i•vs• t-in• 1-tIP T tare' 1•1e' �e�bs ACTUAL PRESSURE REQUIREMENT FORTHE
xamnor.05•�,eno.ai(�u5�no�oa�n�6q.�): ��% 3�� tsoos e�oa+ tiaoma vome xaoies as�ms 7�ows a7�wc rmiw aeroa �tbs ���iro ssoms OPENIN6.WHENRISLOWER7FWNTHEMULLION
�n,weas��s•n�n O.a/Rl�s nnpa c�s 1(Fq.xk 7eo m. ieo� 7so es te7o ie, aszs im e�o we sso ms w� fno loa 7�e ma eao los �en ms mz ma eas�ea t�20 os CAPACITY(FROM 7HE TABLE)OF 7HE SELEC7ED
6Ancliac�271'�4nO.G/l212t5AnpbC6po/(FIp.7T 17201bs HEOIW BSebs ?240IEe Y1501Da HIA 8401Ds WA f0591M WA 1J201ba WA 10Y2D9 1327� 1�� �ACRYWHICHNIAYBEU3�TOQUALIFY
A�DITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPAGTYTABLE.. PROnUC[2EVIS8D
m tomplying�ri�h Ciu Fldim
FIGURE 1: TABLE NOTES: f�uild'oigCode
w�oeManmt�o 16•oZ18.O3
�� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex irerlonDa�e Z�ZI
3EE SHEETS 2-0 FOR GENERAL INSTALLATfON METHODS. 4
Y
Miem' �mdutt
2)LINFAR 1NTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENMG WIDTHS IS ALLOWABLE.
FIGURE 2:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR IXACT OIMENSIONS,SEE SHEETS 27-23. ���\\�'l�Y��N,n1lC ����i ,
� � � � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .725' 45' �`�\�`�'C' f NSF�(��� /� _
FlGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : ��''� �'\G
� �': �
4)S U B S T R A T E S:C A N C R E T E S H A L L C O N F O R M T O A C I 30 7 SPECIFICATIONS.HOLLOW AND 6ROUT-FlLLED 3250° _ Np ri8?OS =
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CANFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED _ , � -
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608&T5 AND BE A MINIMUM OF.125' : fY.-•
� � � � THICfG STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ="�?���, � $ �L '/��
�� 45°BAY giAl'•Of : '..�
LEAST.125'THICK AND A3&ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULUON �� '• •
THE MATERIAL#10 8#12 ANCHORS IN70 WOOD MAY BE STEEL,1&8 S.S.OFi 410 S.S. %�Tn'•,f��,0:7\V�'.•'�CJ:
ANGLE CLIP(FIGURES 1-3)MUSi BE USED IN PAIRS. ���i�SSJ(� J L�\��`
A�LYNN�fy�1�2R;b.E.
FL P.E.#1 58705
- - - rt000•a h-�aso•-i �����_==
--� �.000• �-- --� taoa� r-- �2
r �-,.266�--•.I ����O
-� �.aoo� I-- --{ �.000° I-- I .ixs 4 �
r � 12�^ .126' �Y � �
I 2.750' .125 3.125 3.188' �+
2.760' .125'
.725' 125'
2.00D' 2.000• 2.116' N F
265' I � �N rc m W
� .125' L .375 375' 650' �. I 125° O F
f -f -T � -f T L .�• T � W
t'X2X725`MULLION 7'%2'X.37SMULLION 7'X2.75'X.37SMUWON 1'X2.75'X.B50'MULLION 1'%3.725'X.5'MULLION 725'X3.188'X285'MUWON 1.26•X2.11'X.72b'MULLION � a� N
6063T8 ALUM. 8063�T8 AIUM 8083-TB ALUM. 6063 TB ALUM. 8�3-TB ALUM. 8063-T6 ALUM. 6003-T6 ALUM 0
XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION X•SECTION ? Z M �
{'{�--.125" -�{r-.125' -'1 f'�.125' i- 0 � J
� 2 �
� I TABLE A Z �g � �
' 6�8ALUMP � � 8083T6ALMP DlmendonYatue(in) PorMulllon: ? p � W
2•�� X-S E C T I O N ?'�Z� 2.0 0 0' X-SECTION p �,g�r J d Z
I I U�CLIP �
� � �8�3-TBALUM. I .125' B 2854 7'X 2'X.1 2 5° F- U �
,725' X-SECTION I C 0.895 Tube MulOon Q pZ Z N o
'� D 0.740 � Q� p�o�
.,zsT E I Z y �
� �.740'F-- A 7.125 7'X2°X.375° W � Y Y
B 2404 Alumlmun � � f� a)
5.500' �,�� .�5. 5.oao•---� C 0.� ihbeMulllon V � a O O
.376" 3.125-^� CF�FATE FCl1P.SEE MIN. � � �- .375'M)N, Ir- D 0.49D a z � N �
MIN. � DETHILF,SHEET4
.338"MIN. A 1.876 �� ��mOa,
r-------� r--------i �--------------------- B 3.O O D 1'X2.75'°X '- � � �°,���
u�c��r A �-------� 8
L_ J � `_______J A A I gpgyT6ALUM. `- -----'-------------' 27C5ANGLECLIP C 0.757 .375Aluminum
----- TOPVIEw BOs3�76A�UM. D 1.178 h�MUIliOn
`^ TOPVIEW
� STANDAF2D CLIP CEN7ER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 MIII.
8083�T6 AIUM. DASHEO BOUNDARY.SEE SHEETS St7 FORTHE A 1.312
CENTEROFANCHORHOLEMUSTLIE TOPVIEW CENiIItOFANCHOR ANCHORO.C.DI5TANCElMXIMUMANCHOR 1'X2.75'X
WITHINTHEDASHEDBOUNDAf2Y.SEE HOLEMUSTLIE HOLEOIAMETER:ANCHORDIAMETERrili6' B 3.000 .850'
SHEETSb17FORTNEM7CHORO.C. WITMNTHEDASHED C 0.478 Aluminum
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE
DIAMETERANCHORDUIMETER�1/16' SHEETSS•17FORTHE p p� TubeMulllon
aNCHoao.c. TABLE B
DISTANCE.MA7CIM11M pGTPertp A 2'� .rRo�ucrREVISeD
ANCHORHOLE 1'X3.125'X �com I' wilh0oF�7�
5.500"--�{ Mull Wmenston(sheeta) B 2•837 a r+ot
.37s DIAMETER;ANCHOR Mutllon Std.Cllp OlfsetCllp U-qip AngleClip .500"Alum e�itaNgcoao
.375• I MIN. DIAMETER+1/76' C 0.883 lUbe Mu0 AcceptauxNo I�0'07J8.03
MIN. 7"X7'X.125"(5) 66605 868113M 6881118M 668243M 666.i17M p 1.137 pire�i Oale /f�2!
r---- -------�------------i 1"X7'X.375"(6) 688006 868114M 6681119M 886244M 668512M A 2.825 Uy
1.25'X3.788' Mian Aado I'roduct
i i 1"X2.76"X.37b°(� 68607 6'68115M 6661120M 8G8245M 668573M B 3.� X285°Alum
i I i 1"X2.76"X.B50"(8) 66608 668116M 6661�21M 866246M 686574M � �'�2 Tu6eMull `��� `N�h, �i���
� ---�--- D i B D 1.782 `����\y�.:. ..,��l�c�, i��
i i i i � 1"X3.125'X.500"(8) 66837M 6687116M fi661114M 668242M 866515M �,. kIdSE�
1.28'X2.11' \�; �?� �Y=-
i i i i 1.25'X3.188"X.265'(12) 66841M 6881117M 6661113M 66g141M 668518M A 1.813 .121'Alum .; `�'; • %
`-------J i ------ 728"X2.11"X.125'(18) 69370 WA N/A WA 666517M ~
� 587�`-� .. �
TubO Mu11 �-1�:; {10. .
�r/ :'cr_=
I C OFFSETCLIP NOTES: � �'��`4 ��� �
.125' 6083-TB ALUM. �-'O . N ; !,{!�
� TOPVIEW �)HOLES 70 BE DRILLED IN THE FIELD FOLLOWINO DIMENSIONAL RESTRICTIONS GNEN ON 7HIS SHEET. �;p C U• ��
1��� rIOR�OP•' �����
.740'-h--�-I .�Z` '•......• ��``ti`
� 2)SEE SHEETS 6•20 FOR SUGGES7ED,APPROXIMATE HOLE LOCA710NS 8 ANCHOR O.C.DISTANCE. ' ���SSI p�\� �„ \
A.LYNh1�ry��4�EF4:p.E.
3J SEE SHEETS 2-4 FOR GENERAL INSTALS.l+TION METHODS FL P.E.#58705
1
-� i.000• F'- --1 i.00a �-- �.asz•--�� -- - - - -- �
.740' e��R� � -
.063' .385• �t � "�
.062' � �-{ .125' ---I F�--725° �`��' <
.062' I I
0
438' i I �i� �
4.000• � .125'STANDAFtDCLIP �5. � ���CUP sY � �
4.� 4.000' 2.825• 2.0�' 608&TBALUM. I 2.000'
�Zb, XSECTION Bpg'��.T6uALUM 8083-TB ALUM. N
� I XSECTION ,126'
�Zs �25� 126' XSECTION , 'G fa
.031' Z �N� M
� .�zs� o �
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j W
125 � DASHED 80UNDARY.SEE SHEEfS b20 FORTHE � _
.375' ��� .375' ANCHOR O.C.DISTANCE MIWMUMANCHOR � m �a �
� 'T � HOLEDNMETER:ANCHORDIAMETER+�/16', ' m N po O
1'%4'X.125' i'X4'X.37Y � 1'X4'X.3TS
�MULLION MULLION T-MUWON 6�• CUfHERETO 5.000' 37S � O � J
6063•T6ALUM. 608&T6ALUM. 8063•TBAIUM. .375• 3.125'--�_CREATEF�LIP.SEE .3T6' -�MIN. � y ?
X-SECTION X-SECTION XSECTION MIN. DETAILF.SHEETC � ] Z ,�
.375' 2 W Z �
1.2 6 0' i CENTEROF r-------- -----------� 37S � � E �
r-------� r-------� ' j�
I I I I � ANCHORHOLE j I M�N' J a� $ Z
I
1.250' 1250' i I i 1 MUST LIE WIiHIN � Q � �
1 1 I I I Tt�DASHED T'
1 I I I I BOUNDARY.SEE j j Z � a � O
I I l 1 I F SHEETS S20 FOR I ________'� Q � Z N
2.875'� � --- � I � --- I F 7HE ANCHORO.C. F � j � � Q� s0-o
� I I I
3.94' i I � I 1 F I DMA%IMUM i i W Z m �
3250' 325p' I I I I I ANCHOR HOLE I � � `1 Y
� � � � � oWAEiEft: � � � J tA f?n
.'IOO� .'IOO� �OO� L ______J L'____-_J ANCHOR ----------' U = Q � >
l___________
� DIAMEfER�V1G Q � Z � O
2X5ANOLECLIP �� m0�
.100' .6;4• .8+4• rt L STANDARDCLIP U•CLIP 8083-TBAIUM. -� � �� �
CENTEROFANCHORHOLEMUSTLIE 6063�T6ALUM. 8063-TBALUM. TOPVIEW '�¢'�
--{.820' h-� --1.820' M- -�I.820' {�- WITHIN THE D1ISHED BOUNDARY.SEE TO�� TOPVIEW
725'X3.2SX.100' 1.25X325'X.B24' 1.25"X3.94'X.824" SHEET55•20FORTHEANCHORO.C. l�/�BLEC TABLEC�COTII�.
MULLION MULLION MULLION DISTANCE.MAXIMUMANCFiORHOLE Dlm�nelon Volu�Qn)FarMulllon: Dimenelon Valuspn)ForMulllon:
600ST5ALUM. 6WSTSALUHL 6005-TSALUM. DIM¢TER:ANCHORDWMEiER�1/76. F gg7 %4' F 7.838 125'%3.?b'
XSECTION XSECTION X-SECTION G 1,000 ,725' G 0.500 X.B24'
H 2680 Aluninxo H 1.438 Aiuminum
5.600'
����--------��3.489` I 3.000 T�e Mulibn I 3.250 ll�be MNIbn
�2.861'----{ I �` ,�q5• .375' .3T6° F 3797 1'X4'X F 2.826 7.?b'X3.B4'
1.37T� .126'I �.877' MIN. 6 0.767 .3/5• C4 7.125 X.824'
CI I r--- ---� �-------� H 2430 Aluninum H 1.SOU Aluminum •.r,�UCI'REVISf:D
� � � I I 3.000 Tube d'T 1 3250 Thbe MWIIon w complying wilh ilte Fiarid�
� I 1 I � � F 2260 126'X325' F 2.813 30'Be Mufl Duildirtg Code
i I I I � O 0.750 X.100' F 2.876 45'Ba MW AcaplanceNo��O'02�1$.O3
.125' I i i i i H 1.500 Alumlixxn P pimri u Datc �1
12S 45° 2250' i � � t � I I 3250 T�be MNllon b /�
'�° i I I i H I Miem Dodo�md,a
3•�� BAY MULLION � 3.250' I I I i TABLE D
30•BAYMULUON I 460B3-TBAIUM. I �-------� � �- -----� MuIl0lm�nion POTPeKN \�����.��YNN Ml�����i,.
6D81TBALUM. I 7(SECTION I (�aeLd) Mulllon SW.CIip ONeetCI1P U�CIIP MBIoCIIp `� p�....•..... , C� �
XSEGTION � I 1'X4'X.725'(10) 8938� 868111M 686112?M 8862�iM 668518M ���.:.•���ENSE •.jc��
p OFFSETCIIP •
.125' � 6083-TBAIUM. 7'X4'X.37S(17) 66810 668112M 6681723M 6G6242M 68857BM _��; r 0� ' �
J .ass�r I-.sar-I ro��nr tao..,ts� , �
.228' �--.981'� .740' 1'X4'X.375'T'(17) 66853 666112M G88N29H1 8882A2M 888570M _ ��-y �/�y �Y=
NOTES: � 72S X3.25'X.100'(13) 20160 688172TM 6887124M 8862410M 8865775M � y,�,� .
/� JQ� : ur�
1)HOLES TO BE DRILLED IN THE FlELD FOILOWING DIMENSIONAL RESTRICTIONS GIYEN ON THIS SHEET. 1.25'X325'X.624'(74) 20181 888112BM 6681125M 66824t1M e608776M ' U', -11��� ;W_�
1.26'X 3.06•X.824'(15) 20162 888111)M 868112&d 868241M 68B577M �� ' S A��
2)SEE SHEETS b20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS.
3D Deptee(1B) 86648 WA WA WA 6685170M %��'�• ,��p R��F��\�l``
QSpegreef2� 66850 WA WA WA 8685171M '/AiL��(���I;�r,-R;�.E.
3)SEE SHEETS 2-4 FOR GENER4L INSTALLATION METH00.S. �y 44
FL P.E. 58705
-I
7ABLEE - - --- - - - -- -- --- °���� �_�
Mull Dlmenslon PGT Pert# r� � � �
(sheet� Mullion Std.Cllp U�CIIP Angle Cllp I -^1 r.t25• I --i f--.125' �.{f•-.126• ���
2°X4'X.25"(18J 86602 686291M 888271M 8665112M � � ��'���
2°X8°X25'(1� 66604 666202M 668272M 6665113M � STANOARoc�IP � U�CLIP � 2x5ANG�aia o=°� �
2.000' I 8�-TBALUM. 2�25, 1 806&TBALUM. 8063�T8ALUM. �
XSECTION XSECTION 2000' X.SECTION
NOTES: I N
�
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING ' '125 I •�26� L •�2G �8 m �-.
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEE7_ T Z yN� N
2)SEE SHEETS 5-20 FOR SUGGEST�,APPROXIMATE �...-�qgp•� I O {y�
HOLE LOCATIONS. 1.490' J W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �
2
5.500° � V �8 (n
O
CUTHERETO 5.000' 375' m � o F.
3.500'� CREATE F-CLIP.
2.000' .37� 'C � SEE OtTAIL F. .375' � .375" �- MM. F ZO � J
MIN. � SH�i4 MIN.
� Z 7
i-------- ---i-- -------i - -- i---------------------i Z �� m �"
� �� � ��
� � � �
1 I 1 1 � Jo �' .�-
4.000' I . � i _____� •-
� -i-- --- --�- 3.438" 4 + 3.438" f i--- i � � Q N o
.250' 2•X 4'X 25' I I 3.438' I I � Z�� aD o
MULLION
6083-TBALUM. j I i I N ¢ ����
XSECTION I I � I � � .375' � z B
� ' -- -- I �---------------------� MIN. W O � �
�_ ______ ___�___ _______� �' J Y `�
�- STANDAROCLIP U-CLIP,fi�3-TBALUM. L 2X5ANGLECLIP a�+� a O O
CENTER OF ANCHOR HOLE MUST LIE 8 0 6 3�T 8 A L U M. SED FOf3 2'X 4'MULLION.SHEET'IB C E M E R O F A N C H O R H O L E M U S T L I E 6 0 8 3-T B A L U M. �'s� Z m O �
.250' WRHIN THE DASHED BOUNDARY.SEE TOPVIEW T��� WfTHiN THE DlSHED BOUNDMY.SEE TOPV�W �
SHEETS5�20FORTHEANCHORO.C. SHEETSb2pFORTHEANCHORO.C. M � �
DIST/WCE.MN(IMl1MANCHORMOLE CENTEROFANCNORMOLEMUSTLIE DISTANCEMIU(IMIAAANCHORHOLE � � ��a��
DIAMETER:ANCHOR DIAMEfER�1118'. WITH W THE DASHED BOUNOARY.SEE DUIMETER:ANCHOR DUIME7ER+7/1B'.
SHEETS 5-20 FOR THE ANCHOR O.C.
6.500' DISfANCE.MAXIMUM/WCHOR HOLE
CUTHERETO DIAMETEFtANCHORDIAME7ER+1/18' S.000'
2.600• 3.500°-�� CRFa7E FCLIa,
f"-- -'1 .375' � I SeE oeTN�F. �75' .375'
MIN. �'S��4 MIN. �r MIN.
.375'
---- -------,- ----------------�
�----- -- - -' - � -- -- i----- �
� 1 � I I
1 I � I � � .^iiQUUCTR8VI5ED
� � � � as complying wifh 1ha Flmidt
I � I �
I�uilaingCode 1�02.1$.03
� , i i � i n�ri��r�
I I I I E pimlionf)ale QO�)
I I � I I �
� _i_ 4.688" � i Mlui Unda�roducl'
250• -i-- - � t f �--------i ���tiinii
8.000" �r T- i 5.438'
i I i 6,438. I 6.438' ; i �`��pN�,.:... .A!/����i��
� I I I \�a�..'��GEVSF�'•�'P i
Y X 8'X 25" I 1 I I 1 � Q= •
MULLION I I i I j � ��i! No.58705 .:t'_
8osa-T8 nLUM. � i i i 37S ~ � --
XSECTION � � I I � � Mw. ' /,1 : '_
, .,
i i �________ _________� �-ll . !/l- I/ R- '
�-------- - - -------� -- -- ---- ��;
---- �b . I.U`
���)' Sl 'E F .'.1�.
�- %��(''.FCORIDP.•'��C�
STANDARDCLIP U•CLIP 2XSANGLECLIP ���1is \� ��
250' BOB3•T8 ALUM. USED FOR 2'X G MULL ON.SHEET 17 8070py�EyyM ��i�j�I\��\�;����
TOP VIEW A,LYuIS WIILIER.P.E.
TOPVI£W
FL P.E.#58705
1
EXAMPLE 1:SINGI.6 VERTICAL MULLION THE BUILOING SU95TMTE IS KNOWN Tp BE WOOD qN ALL FOUR SIDES.THE WINDOW FRAME DEpTH 1S 2-1l4".THE OPENINO REQU�RES A DESIGN FRESSURE OF i66.W80.0 RSF. �
- M_
1)INITIALLY ASSUMINO THAT A 7'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 78"AND THE OPENING WIDTH IS 32"+32�P=65",REFERENCINO SHEET 25,THE CqLUMN USING ��� S� u �
Ho atCcw0li5 iN Heno R6CTAPtGUi.RR 14AO1N6 MttST BE USE4.SCAN TH6 MUU.tON TABCES FOR A MULISON THA71S AT LEAST THE WlNDOW FRAME DEPTH OF 2-1/4'AND WILL MF.�T OR EXCSED THE REQUIRED ����
DESIGN PRESSURE OF+64.OFBQ.O PSF.iF 7HE TABIE DOES N67 SH4W TtlE EXACS SI2E,U5E TtfE MEXi'LARGfR SFZE RVAttAB1.E. ��C.'�
�-SEE SEE FRdM TABLE 3A,SHEET 7,THE'1'X 2.75'X.376'MULlION(LENGTH G 72',OPEMNG WIDTH�90')MEETB THE DEPTH RE�UIRE6,HOW�VER THf DB$IGN PRESSURE IS+lS8,3 PSF AND WOULD �'i�o�O
F¢xesTannoN b�Ta�s. NOT BE SUITABLE FOR THIS APP�ICATtON.
¢ �
PR04UGT5 Sttet�s 9z �
naPROVts� x3 FR4M TABLE 4A,SNEET 8,TNE t•X 2.75'X.858'MULCION(LENGIH=72",OPENtNG YNDTH a 70'}HAS A DESIGN PRfSSURE pF+l-72J PSF WHtCH EXCEEDS SHE REOUIliEMENTS FOR 7NE � �
p2� OPENING AND MAY BE USED IN THIS APPUCATIpN.NOTB THE ANCHqR CAPACITY RE�UIRED OF 63619S. N
MENa� � � 2}USE TAeLE 48 SO PIND 7HE ANCHOR TYPE,ANCH4R QURNTITY ANp CllP TYPE Re4UIRED FOR 7HE NlOOD SUBSTRATE.8Q7N 7HE STANDARD CUP WI7N(4)#72 AN4HORSAND 7HE 2Xe � m F-
ANt",tE CLIPS WfTH(4)#12 AttGHORS HAVE A CAPAGtTY tlF 885 LBS.THOUC�H EiTNER ONE COUL6 8E USE6,3HE St'ANDARD CLIP 1S ERSiER T4 tNSTAtI. Z ��� N
�/ o T�ai.s, 3)VERIFY THE DESI6N PF2ESSURE OF THE FENESTRA710N PRODUCTS USeD VYITH THIS MUILION SYStEM.THE LOWEIi DES�GN PRESSURE,OF MUI.I.IONS OR FENESTRATION PRODUC7S,WIU. � W
SHEEis qPpLY TO THE OVERALL ASSEM9LY.FINAL D�SIGN PRESSURE REQUIRES THAT THE 80TH THE MULUON AND THE FENESTftATION PRODUCT BE INSTALLE�IN ACCARDANCE WITH THE J W
{`z'g iNSTAI(A7i6N SPEG1FiCATi4NS INTO RESFECTSVE SUBSTf2ATESAND FENESTRh7i6N PR6DUCT5 SO MULLlON. � �� �
1N THIS EXAMPLE,THE DESIGN PRESSURE REQUIREp WAS+(-gp,0 PSF.THE OVERAU.MULLION SVSTEM WAS DETERMINED TO BE 72.7 PSF N+ITN AN ANCHOR CAPACITYOF 636 tAS.JLLTERNATIVELY, It1 O� 0
NO ANCHORS W WMUOW SILL THE ANCHOR CAPACITY ADJU$TMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE RNCHOR CAPACITY REQUIRED FOR THE E%AC7 DESIGN PRESSUf�qF 60 PSF: � � J
a2 "+��p H (g0 pSF}X{ �6�g''}=524.9 teS (MAY BE USF.O TO Qt1klIFX#S6 S7EEL SGREWS FROM SABLE 48} � �
ap�llNpuu�pni 72.TPSF � � � �
THE 64lSid?ING Stt&STRAtE IS KNOWN Td 8E 4MU ON 7NE.lHM85 AND U3ES A C4NCRETE HEADER RN8 SIU»THE WlNDOW FRAME DEPTH IS 2•3/8'.THE l7PENMG REQUIRESA � � ��
OEStGN PRESSURE OF+50.01•55.0 PSF. Q � ����-
FOR THE VERTICAL MULLION: Y� r �
a �`rn� o
1)INtZiAtLY ASSUM#N4 TNA7 A 1•WiOE MULt10N IS SUI7ABLE,THE MULI{ON IENGTri{S 3Y+T2'+t=105"RND 17{E OPENING VYlDTH IS 38°+36v9•=T3'.REPERENGNG SHEET 25, Q Z
THE COLUMN USINCa RECTMtGllLRR l4AIXNG SHALI 8£USED.SGAN THE MUi.LION TASLES FOR A MUCItON iHAT fS AS�EASf 7HE WtAtDOW FRAM£�PTH 6F 2-3/S'AtBD W7LC � �� $p��
EXAMPLE 2 MULTIPLE MULLIONS MEET OR EkCEED THE RffQUIRED DESIGN PR@SSURE OF+50.01-55,0 PSF.IF THE TABLE aOES NOT SHOW THE EXACT S12E,USE TttE NEXT LAF2GER SiZE AVAttABLE.
W q.
FROM TABI@ 3A,SHEET 7,THE 7'X2.75'X.375`MULLIQN(LENGTN=108',OPENINO WIDTH=607 MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+!-15.7 PSF R' ','� � �
Mt7LtwioSH--��- ANDW011LDHQTBESUi"tABLEFORTHESAPPUCATIOH. � � Q �
FRpM TABI.B 12A,SHEET 76,THE 2"X 4'X.250"MULLION(LENGTH=108".OPENWG WIDTN�80')HAS A DESIGN PRESSURE OF+l.6q,7 PSF WF}ICH FJ(CEEDS THE RC-0UIRBMENTS a• Z y N
s� FOH THE OPENING AND MAY BE U8ED lN THIS APPUCATfON.NOTE THEANCHOIt CAPACITY ftE�UIRED 4F 971 LBS. g ���
oernus,
32' F��T t� SNEETS BECAUSE!T tS tSOW KNCSWN TNAT TFtE MUitIC}N WILL ADD 2`TO TNE 1MBTH OF TtIE MtlLIED UNIT,THE N?,ti}S7ED 6PENIN�i W16TH IS 3Gt36'i2'=?4',N0T T3'AS PREVt4USLY � ����a
PaOouci5 2� ASSUMED.VERIFY 7HAT THE DESlGN PRESSURE IS STILL APPL{CABLE FOR TME ADJUSTEp OPENING.ALTERNATIVELY,SHE WINDOW N7DTHS MAY 8E REDUCEp TO INA1NTAiN
APPROVAI THE 73'DIMENSION(35-112'+�112'+2'=737.
� � '' � ' Rj USE 7A8�E t2B TQ FtND TFtE ANCNOft TYPE,AtSCHDR QUANTfTY AN6 CL(P TYPE RESUU?ED FOR TNE CANCRETE SUBSTftA7E.IN 7ti(S£XHMPLE,ASSUME 7HE P@tlRED
� Y j CANCRETE HEADER AND Sitt ARE 8'W7D5.!F 7HE MtlLLIpN CL[P WERP T4 @E CENTERED WtiNiN T}tE 8',GARE Mt/ST BE TAI�N TQ MFilNSAtN 7NE FASSENER'S EDG£DISTMtCE.
M�jTj,'��4 �-sEE �..,�E � J USINO THE STANDARD CUP WITF1(6)3/16'UITRACON ANCHORS AT AN EDGE DISTANCE qF 2-1@'GIVESAN ANCHOR CMACITY OF 105Q LBS WHICH IS GREATER,AND
leNGiH TNEREFORE SUITABLE,FOR THE REpUIRED ANCHOR CApACIN OF 971 LBS.
�` SNEES 2s S�NEEi3 FORTHHHOR124NTALMllLtiQNS:
OFENWQ
HetcHi BBCAUSE TH@ VERTICAL MULL WILL 8E A 2'X 4'X 250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLiONS.ALTERNATIVELY,ANOTHER
F� MULLION TYPE COUIp BE CHOSEN.
MORIZ. // i� flRODUCTR6VlSBp
�,���' 1 �� �scamptyin�}vith4n61erla
JI � 1)THE MULttON IENOTH IS 3fi'AND TttE OAEN{t3G HElraHTlS 32'+T2'+2'=106'.REFEREFSCING SHEET 2fr,THE COl.tilAN ifSlNO TRAPE2Q{DAtIfRiANGULAR tOAOWG tdAY BE IIuiiding tbdt
USE�.fltOM 7ABLE 12A,SHEET 16,THE 2'X 4"K 250'MULLiON(Q LENGTii=42".OPENtNG NEi6HT=t26�}NAS A OESSGN PRESSURE QF+FS76.Q PSF WNtCH E3(CEEDS TttE q�����16�O�Lt S.p3
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE qNCHOR CMACITY REQUIRED OF527 LBS. G pireGon Date IfA�j.�
���. 2}USE 7R8C.E 52B TO FINQ TkiE ANCHOR TYPE,ANCHOR QUANTITY AND CItP'{YPE REQUIREO FOR THE CfsAt!SUBSiRATE.iN THiS EXAMPLE,ASSUME THE CMU JAMBS AFE 8' !}y
SE�ET$ WIDE.tF THE MULLION CllP WEftE TO BE CENTERED WITM{N'tNE 8".CARE MUST BE 7AKEN 70 MNNTAIN THE FASTEN£R u EDGE DiSCANCE.USINO THE 27C5 ANGLE CLIFS W15ti M' DadelmduU'
23 (4)3H 6°ULTRACON ANCHORS AT AN EDGE pISTANCE OF 1`OIVES AN ANCHOR CAPACITY OF 540 L8S WHICH IS GRE/1TER,AND THEREFORE SUffABLE,POR THE REQUIRED �i t���+/
ANCHORc�wncirroF52��as. \`����N��YNM M����'��r,
��'.�����•,H��� 4}FOR TriE U-CLIP tN THE H4ftiZ4NTAt MUt1.iON 74 VERT[GAi.MULLiON.USE THE SAh1E APtcHOR CAPAGITYOF 521 L85.7ABtE 128 FQR THE u-CUP SHOWS THE AtdCNOR �`C��.•'ytGGtVS�'':F�Q
Muu ieNcili Muii tettc7tt CAPACITY IS t074 L8S NMEN USINO 3 ANCHORS,WFtiCN iS GREATER,AND THEREFORE SUITABLE.FQR 1NE REQUtRED At�tlCtiOR CAPACITY REQUIREMENT 6F 52t CBS.7HE �= Q"�'
oaswr+cwioTHFanvEnnca.Muu. ANCHORI"YPEISA#125TEE1SCREW. � %�� Iao.:i�705
FROM THE RBOVE STEPS,OUR MULLIQN DESlGN PRESSURElS - � /� '� -
tF&4.7 PSF FROM THE VEftT{�MUILION, �.�:ul'�� t�.;�L�-
+/-170.0 PSF FROM THE 36•NpRiZONTAL MULUON ATTACH�NG TO CMU; �,�(}�. � L1�
+h170.0 PSF FRpM THE 36"NORIZONTAL MULLION ATTACHINGTO TME VER7lCAL MULUON(INTERSECTION). -„(�'�, �S'AfC 0' .�,�ti
THE lOYYEST DESIGN PRESSURE IS+1-64.T PSF AND WOULD APPLY TO ALl OF THE MULLIONS. " �` � .FLOfBPP.•'r�`^`.`
%,�'�',S• .... •���-`�•�
uERiFY THE DESIt3N PRESSl1RE OF THE FENESTRATION PRODUCTS t1SED WiTt3 THiS MUtliON SYS7EM.'KHE L4N1E£2 DES1GDt FRESSUR£,QF MULCIONS OR fENESTRATtON �,,�lON/1L tt�
PROpUCTS,WILL APPLYTO TWE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BQTH THE MUU.ION AND THE FENESTf3ATION PRC?DUCT BE INSTALLEp IN q,LYNN MIUIi��,P.E.
ACCf7RDANCE WITN THE INSTALLATION SPEGFICATIONS INTO RESPECTIVESUB8TRATES ANp FENESTRATION PROpUCTS TO MUWON. FL P.E.#58705
EXAMPLES OF RECTANOULARLAADING: EXAMPLES OFTRAPEZOIDALRRIANGULARLOADING: �"F �
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LOADINOOFVERTICALMULUON LOADINOOFVERTICALMUuION I / / / / m � ~
SIIIOFWINDOWSNOTANCHOREO WRHINTERSECTINOHORIZONTALMULLIONS � � � � CCC��� ///���� _ � �
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PW � IOADINOOFHORIZONTALMULLION LOADINGOFHORIZONTAIMULUON Q a� .- �
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LOADING OF VERTICAL MULIION LOADING OF HOR120NTAL MUIUON � /• � � � � ��
SILIOFWINDOWSNOTANCHORED WITNINTERSECTINGVER71CAlMULLION �
pW PW � HR �
1
I
� LOADING OF(2)F10RIZONTAL MULLIONS IOADINOOF HORIZONTAL MULLION LOADINOOF HORIZONTAL
� MULUON
1
I
HINGEO PW � � NOTES:
�OOR fitCAUCT REVISED
_ � ds tomplyins���Ih{tw Flaida
I 1)DRAWINGSARE [luildingCode
� RERESENTATIONS OFTYPICAL AcaeMance No Q
j PW CONFIGURATIONS. imti Dale 20�
I pW CONFIGURATIONSNOTSHOWN
� � � � / / MAY BE IXTRAPOLATED FROM MtNn' PmduU
� � O o � � i � I � � -- THOSE SHOWN. �
I
� n j 2)IF THE LOADING TVPE CANNOT `\\����Ny �YWN/;/����i��J
�C� I Pw BE DETERMINED,USE ���. pFIJS ' �
V � � RECTANOUTARLOADINO. � `>, �v� E '•"r
PW PW I . �•:• •.;��:
� � 3 S�PRODUCTS'APPROVALFOR '
. � / ) �'i:, pya 56705 i
� ACTUAI ANCHOR LOCATIONS. - • ._ . _
LOADINO OF VERTICAI MULLION LOADING OF VERTICAI MULLION � � � � _�•'•�• � /�iI L b;'�.��
PANELOFHINGEDDOORISN07CAPTUREDORANCHORED WITFIINTERSECTINOHORIZONfALMUWONS j �S� n''
� SGD '����', ST�YLOF .��!=
I 'C���'.�'LOf31UF`.•�`�����
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� '`��`S/� +ppp ���``
� IOADINOOFVERTICAL LOADINGOFHOFUZONTAL A.LNN����R��A.E.
� MULLION MULLION FL P.E_ 58705