HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICAP-LE NFO M ST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: SCANNED Permit Number: I— _F
................. BY
St. Lucie County
to a
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Window/door
�Y
%
PROPOSED PN*PROVEM,ENTLOCATION,:,,'',
Address: 3502 Avenue 0
Legal Description: Sunland Gardens BLK 19,Lots 21 and 22
Property Tax ID #: 2405-601-0361-000-2
Site Plan Name: Jackson'
Project Name: Jackson
Lot No. 21 & 22
Block No. 19
CONSTRUCTION INFORMATION
Additional work to be Dertormed under this permit — check all that apply: L
HVAC Gas Tank E]Gas Piping Shutters Windows/Doors
Electric ❑ Plumbing OSprinklers Generator Roof
Total Sq. Ft of Construction: N/A S Ft of First Floor:
Cost of Construction: $ 800 . 0.00 Utilities: Sewer Septic Building Height: 15
,QWWNER/LESs L P -TCONTRA
CT-10 '5
Name Everlean S Jackson
Name: Jeff Jackman
Address: 3502 Ave 0
City' Ft Pierce State: Fl
Zip Code: 34947 Fax:
Phone No. 772-293-1253
Company: Master Craft Aluminum Products
Address: 1634 SE Niemeyer Cir
City: Port St Lucie Fl
State.
Zip Code: 34952 Fax: 772-335-0860
Phone No. 772-335-1177
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the owner listed above)
e)
E-Mail: mastercraftaluminum@gmall.com
State or County License: SCC131150586
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
—F,
SUPPLEMENTAL CONSTR'UCTI"ON LIEN LAW iNFORNIATION
DESIGNER/ENGINEER: X Not Applicable
MORTGAGE'COMPANY: x Not Applicable
Name:
Name:
Address:
Address:
City: State:
City: State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: X Not Applicable
BONDING COMPANY: X Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite "
before the first inspection. If you intend to obtain financing, consult with" lender or an attorney before
commencing work or recording; vour Notice of Commencement.
— ls,, VU
Sign r er/ gent/ Lessee
STATE—OF.F.LORTUA
CO U NTY OF St Lucie
The forgoing instrument was acknowled ed,-before me
this _May of _ 20-, by
(Name of person acknowledging)
LL,L4
vvi�
(Signature of Notary Pu ic- StatAFRWQ�g GORE
*Cstw_Ll�
Personally Known OIFMFLORDAnType of IdentificatiommEEtb664Ei rCommission No. Epires (11J§1j2016
Revised 07/15/20.14
Si at nt ctor/License Holder
S O DA
COUNTY OF St Lucie
The forgoing instru ent was acknowledged before me
this ay of — 201U by
(Name of person acknowledging)
AA-9 4—
(Signature of Notary Publi - State of Florida )
Personally Kno S311
'o9u WR&tification
Type of-Ident' RY PUBLIC
STATE
Commission 1h4 EE156461(Seal)
E Expires 1/15/2016
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
09/19/2014 13:.02 7723350860
1
t•
PAGE 01/02
ALL APPLICABLE INF6 MUSTBS COMPLExED FOR.APPLI.CATiQN TQ•BEACC> D
Date: Permit Number:
.•�krvn.�'4kt�� ^wdf, PAIW �fic ' See: 1409..-0293 Windows
' ui ding Permi A .p�ifCati
Planning. and Development Services
Building dnd•;Code l egu7atiori•Divisian-
2300 Vlrglnip Avenge, l:ort Pierce. FL 34982
Phone: (.772) 462-1553 Fail: (772).462-1578 COM-Mei c'ial R.esidei ntial x'
P5RMITAPPLICATI0N•FOR:.:
St rM panel:s
Address: 3502 Avenue O `
Legal Description: S'unland Gardens BL'K 1916ts 21 and 22
Property Tax id #: 2405-601-0361-000-2 Lot'No, 21 & 22
Site Plan Name: Jackson Block No, i9
Project Name: Jackson
Setbacks 'Front Back; Right Side: LeftSide.:
,
-...- .--.-, : •�-.-� -__ ,•�,.. ...,. �. ... , i.,..r•. �.:^ n�_.: T`:t• ••, :r,.}}.. -r�; �,.•r F��4:.{,{: :.: ;:-- '�.1""'s.
,,..;:�r �.•�.,..,,..,,,r•,•.{- f..�,..,,yr•:.�r�.��•...:°.,.. •:lt:'!�•„•,dr•fsu��f.,i,.-. t. .i..
Y
- •ram+^•9T4"M,
n•';47d: •l.....,,,,., ii - £y •: ��
have
existing panels
We will be installing storm panels,on the front window,
Other openin
s
'-7ad'It onfw5r<to 5ee erformed undertiiis permit —cnecK ail T apply:
�iHVAC Gas Tani( ❑Gas Piping X Shutters Windows/boars
LJ Electric Plumbing oSphnkler.5 '. L_J Generator � Roof , -
Total Sq, Ft of Construction: NIA S . F,t. of First Floor:
Cost of Construction: $°�;_n n n _ Utilities: • • 5ewer Elseptic Builfding H•eiglit: 15
Nam.. Everlean S Jackson
Address: 3502 Ave Q
City.; FLPierce State Fl
Zip Code: 34947 Fax:
Phone No. 772-293-1253
E-Mail:
Fill in fee simple 'Title -Holder on next page { if different
from the Owner listed above)
0
if value of const:iuction is $2500 or more, a RECORDED Notice of
Name: Jeff Jackman
Company: Master. Craft Aluminum Products
Address: 1634 SE Niemeyer Cir
City: Port St Lucie State:.Fl
Zip Code: 34952 rax: 772-335-0860
Phone No. 772-335-1177-J
F-Mail: mastercraftaluminum@gmail,com
State or County License: SCC131150686
Commencement is required,
cN
09/19/2014 13:02 7723350860 PAGE 02/02
DESIGNER/ENGINIEER: x Not Applicable
Name: _
Address'
City: State:
Zip: .Phone:
i ;
FEE SIMPLE TITLE HOLDER: x 'Not'Applicable
Name:
Address:
City:
Zip: Phone:
MORTGAGE COMPANY: �Not Applicable
Name:
Address:
City: State:
Z}p: ---- Phone:
BONDING -COMPANY: x Not -Applicable
Name:
Address:
City:
Zip: Phone:
OWNER/ CONTRACTOR•AFFIDVIT: Application Is hereby made to obtain a petmitto do the work and installation, as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit,
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in Conflict with,any applicable Home owners Association rules, bylaws or and covenants that may restrlct or prohibit such
structure. Please consult with your Home Owners, Association and review your deed for any restrictions which may apply,
In considdration of the granting of this requested permit, i do hereby agree that I will, in all respects,'perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building' permit applications• are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses,to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
I
mprovements to your property, A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing; work or recording your_Notice of Commencement. _
Signa r r/ gent/ Lcssee
ST N 0 A
COUNTY OF al uoe _
The forgoing instrument was ackngwled ed before me
this ay of _�yd,�, 2"N by
(Name of person acknowledging)
(Signature of Notary .Pu ic- Stat%AM9 480R .
Personally Known
AIOcORi�Aon
Type.ef Identificatio 1
Commission NO. ei Expires
Revised ;07/ 15/2014
\XA If
S=Btnt. ctor/Licence Holder
DA
COUNTY OF M LU�r.
The forgoing instru ent was acknowledged before me
this ay of e 7 by
,
(Name of person —acknowledging)
0
(Signature of Notary Publig- State of Florida )
Personally Kno S � 9MMitification
Type of Iden ' 4 Y PUBLIC
Commisssloil Cnmrn#E1'58a81Sealj
ti Evires 1/15/201
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
_
REVIEW
REVIEW
REVIEW
DATE,
RECEIVtr)
DATE
COMPLETED
r
" ._, ...
NOTICE OF COMMENCEMENT
Contractor Address: T 6 3 4 SE N i "m "yPqT,Phone Number: V 4 S -117 7
. 9 5.2
Surety, (if applicable; a. copy of the payment bond is attached): Amount of bond: $
Name and address: ri'/ a Phone number.:
Lender Name: SELF Phone. Number;_- 7 7 2 —4 6 R-1 S 1 $.. -
M;UF>0
oW Mz
m
2400 ,ao TRI And AvenueFert Ple=?e� FL 34g50 .
°o�Lendersaddress:
W= 6�
_.
Persons within.the State of Florida designated by Owner upon whom notices or other documents may be served as -provided by Secti
A-C
2 n
713.13(1) (a)7:, Florida. Statutes:
Am
`fl O g
Name: n 1 a Phone Number:
D
o r7 -. C=
c
Address
o r
_:.
oA-<m
In addition:to himself or herself, Owner designates of. to receive a copy of
o
Lienors Notice as: provided in Section 713:13(1) (b); Florida Statutes:
j O
Phone number of person or entity: designated by owner:.
g° -u --I
m
Expiration date of notice of commencement:. (the expiration date may -not be -before the completion. of construction and. final, payment t
m n.
contractor, butwillbe.1year from.the.date, of.recording unless a'differentdateisspecified)
n. n
C_
WARNING TO OWNER: ANY. PAYMENTS MADE BYTHE-OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSK
�
0
IMPROPER PAYMENTS UNDER CHAP.TER.713, PARTI, SECTION,713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUk PAYING TWICE. FOR
c
IMPROVEMENTS TO YOUR.PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
INSPECTION, IFYO.0 INTEND TO OBTAIN FINANCING,. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE -OF COMMENCEMENT.
Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the:facts stated therein are true to the best of .
my knowledge and belief.
q
(Signature of Owner-orLessee;-OrOw rs orLessee.'s Authorized Officer/Director/Partner/Manager -, - -- -
Homeowner
(Signatory's Title/Office)
The foregoing instrument was acknowledged before me this 3 day of 20 ,
By V� v )�e�.r. �aP/�ZS U+'L for
as. P a+.�rrio/
_.Name of Person Type of authority (e.g: officer, SHB�1!6706&vhom instrument was executed
NOTARY PUBLIC
_ STAijg RgAroduced Identification
(Signature of Not Public- State of Florida) Comm# EE156461
(Print, Type, or Stamp Commissioned Name of Notary Public) ��1A/p ti#i���r8duced
a z,
"•a i TZ-�Z p�2 p]Z fn:Z' (nZ.o
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L. o�m 9 Everlean -Jackson i
-0CD
o . D 02:Avenue 0
Fi Pierce, F1:-34947
Design
PresSur'e.-Calculations
Opening. Location Device Device Device . MaxPositiveMax.Negative
Number
Zone
'Width (in)
Height (in), Elevation (ft) °
Pressure (psf)
Pressure (psf)
I
.,.....
Int ......._
33
....., .......
80' 7
.........
27A
-29.8
2
Int
96
........ ..... ...... _ ........................................_
62 7.
25.9..
....... .. ...
-28.3 .
3
Int .
.... ..
104
...._.... .,_ .
._.. 49.5 7
26.2
-28.6
4 ..
.... End
52
....... ...
59.5 .7
27.1
5
Int
.....: ........
36
_ .. _... ... _ ..
... _...... ...
49.5 7
28.2
-30.6
6
_..... . ..........
End.
.....
36
_.... .... .
49 5 '7
... .._......_
28.2
.. ....................
-37.4
7
End
...... .......:......
.36
._ . .. .... ._....
49.5 7
28.2
-37:4
8
Int
_ .......
18
37 7
28.5
-31.0
9 .......
End
__ ..... _._
....._... 36
....:. .. ............
37 7
28.5
-38.2
10
End .
........................
36
_ ..... ......... _... ...
37 7
_..
28.5
......:..:....
-38.2
a
r
e k Ikk.
It1I!�%�iit
BCIS Home Log In f, User Registration Hot Topics Submit Surcharge Stats & Facts
: ,Publications '.` FBC Staff BCI55ite.Map :,Links 'Search
usiness,"
3O�QQ((��`� r ` kProduct Approval
lLss. L"lCi ° USER:. Public User
�k..✓d'. -:'; .' ni ,' e�; .:.. -.. -a :.•. •,., > ;, i j.,v � .;: ua:! _.,:: ar:;' > :......... > Application Detail
FL #
FL15210-R4
Application Type
Code Version
Revision
_2010
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
'Compliance Method
'Florida Engineer or Architect Name who
:developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated."By
Certificate of Independence
Referenced Standard and Year:(of Standard)
Plastpro Inc. / Nanya Plastics Corp.
5200 W CENTURYBLVD.
LOS ANGELES, CA 90045
(440)969-9773 Ext16
rickw@rwbldgconsultants.com
Vivian Wright
rickw@rwbldgconsultants.com
Scott Johnson
5200 W Century Blvd,
Los Angeles, CA 90045
(440)969-9773 Ext.18.
scottjohnson@plastproinc.com
Ron O'Connell
.5200 W Century Blvd.
Los.Angeles, CA 90045
.(440)969-9773 Ext16.
ronoconnell@plastpro.com
Ex_terl�or Do
Swinging Exterior Door Assemblies
Evaluation Report -from a Florida Registered, Architect or a Licensed
'Florida Professional Engineer
I', Evaluation Report -'Hardcopy'Received
Lyndon F.-Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2014
Ryan 1-King, P.E.
_. Validation Checklist-:Hardcopy Received
Fi -E?;10 't _ ::3 CERT'FJC'ATE OF 7NDF:PEND NCw.odt
Standard
Year
.ASTM.D1929-
1996
ASTM D2843
1999
ASTM D635
1998
ASTM'D638
2003
http://www.floridabuildincl.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgV3yVVKJZI
QR...
9J8/2014
jand-pro-2---particulars.
15210.5 e. Smooth/Wood Grain/White
6'8 "Impact" Glazed Fiberglass Single.Door with Sidelite .
Wood Grain/Rustic/Mahogany
or Sidelites - Inswing/Outswing (OX of XO; OXO -
Series O Fiberglass Door
Configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
"i..:?.. ':.^ R4 z ':i ;?
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt,-P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15210.5 for Design Pressure Ratings,
:,F 'v ;'::: z;. ..c`
any additional use limitations, installation instructions
Created, by Independent Third Party: Yes
11land product particulars.
15210.6 Smooth/Wood Grain/White
68 "Impact" Glazed Fiberglass Double Door with .or
Wood Grain/Rustic/Mahogany
��f.
without Sidelites - Inswing/Outswing (XX; OXXO -
Series O Fiberglass Door
Configurations)
Limits of Use
Installation Instructions
Approved for use in .HVHZ: Yes
L•,, 1: ,,t._7...-:....„ ...:;:,..;`.
Approved foruseoutside HVHZ: Yes
...................-.....m.........._...._._......_............_............................... .
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See-INST 15210.6 for -Design Pressure Ratings,
an,y additional use limitations, installation instructions
'i..:€.^ : nor AP .Eva:
Created by Independent Third -Party: Yes
and product particulars.
15210.7 g. Smooth/Wood Grain/White
8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X
Wood Grain/Rustic/Mahogany
-'Configuration)
Series 0 Fiberglass.Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, 'P.E. 43409
Impact Resistant: Yes
Created,by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports '
�Other: See INST 15210.7 for Design Pressure Ratings,
any additional .use limitations, installation instructions
F!i,.;.i„SZ,:
Created by Independent'Third Party: Yes
andproduct particulars.
15210.8 h. Smooth/Wood Grain/White
8'0 "Impact" Glazed Fiberglass. Single Door with Sidelite
Wood 'Grain/Rustic /Mahogany
or Sidelites - Outswing,(OX or XO; OXO - Configurations)
Series O Fiberglass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
H' r2'1 ` <'-> H ' n s e"
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact. Resistant: Yes
Create d.by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See.INST 15210.8 for Design Pressure,. Ratings,
any additional use limitations, installation instructions
:...............T:'.;, 7_b.'_?!,-.ral...... ^0.r..,c',`
•Created'by Independent Third Party: Yes
and p"roduct particulars.
15210.9 1. Smooth/Wood Grain/White
8'0 •"Impact" Glazed Fiberglass Double Door with or
Wood Grain/Rustic/Mahogany
��Series-0
without Sidelites - Outswing (XX; OXXO - Configurations)
Fiberglass Door
Limits of Use
Installation :Instructions
Approved for;use in HVHZ: Yes
_. .
wLY.:;Z %� 'II ?.n>t S2:€. ).`° ^d
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
.Impact Resistant: Yes
Created'by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15210.9 for Design Pressure Ratings,
FLi 21Cr=i? AE Evzd- 3.52101_9__}1;f
any additional,use limitations, installation instructions
Created by'Independent Third Party: Yes
and product articulars.
1i521{ I Smooth/iN od "GrainyWhite .;
Wo Gram Rwstic/Mahoga�n�
Series,@ Fiberglass Doer
8'0 "Impact" Opaque Fiberglass Single Door - Outswing
(X -Configuration)
Limits of Use
Installation:Instructions
A.PProved.for use in HVHZ: Yes
FL_252•10 .R4 11 INST _152.10.10_nd
:Approved for use outside HVHZ: Yes
Verified By: Lyndon F.. Schmidt, P:E. 43409
Impact Resistant: Yes
Created by.Independent Third Party: Yes
Design'Pressure:-N/A
Evaluation Reports
Other: See INST 15210.10 for Desi9 n,Pressure'Ratin 9 s
rI:153.i't_� 4—AL__'.v_al_iX311ti._.,t}, gf
-
any additional use limitations, installation instructions
Created by Independent Third Party: Yes
and .product ;particulars.
15210.11
k. Smooth/.Wood .Grain/White
8'0 `'Impact";Opaque Fiberglass. Single Door with Sidelite I
Wood Grain/Rustic/Mahogany
or`Sidelites.-•Outswing (OX or XO; OXO - Configurations)
Series 0 Fiberglass Door
Limits of Use
Installation instructions
Approved for use in HVHZE Yes
.........L_:_2'"D R4 1 IINNS"t' 1,-'-" 0, 1:p f
_— ---== __ m .a__
http://www.flor dabuilding.org/pr/pr_app_dtl.aspx?,param=wGEVX,QwtDgv3yVVKTZlQR...
9/8/2014
s ...
5200 _W: CENt0NY;BLVD_
LOS ANGELES, .CA 90.045
Smooth'/, :Wood Oedih / White Woodd Grain
Rustic / Mahogany
$eries O Fiberglass Door
ours WING
"IMPACT"
GENERAL NOTES
This product has been evaluated and is in compliance with the 2016 Florida Building Code (FBC) structural
r6cidremenis including the "High Velocity Hurricane Zone" (HVHZ);
?. Ptoduci anchorsshdil be as iitted and spaced ds shown on details. Anchor embedment to base material
sholl be beyond wall dressing or stucco.
•C �4.. When used to ihe''HVHZ'this product complies with SecHon f 626 of the Florida Building Code and does not
tequire 6n impact resisfdnf covering.
a . 4: When used in areas outside of the HVHZ" requiring.wind borne debris protection this product complies wish
a Section i 609.1.2 of the 2010 FBC and does not require an'impact resisfant covering. This product meets
missile level "D" and inciudes'Wind Zone 4.as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC;
m 5. F6r.2x stud construcifoh,.anchornng of these units shall be the same tit that'shown for 2x buck masonry
constructlon,
0
6: Site conditions that deviate from the details of, this drawing require Iurther engineering analysis bV a licensed
engineer or registered architect:
E 7. Qulsvvnng conflgurdIto ns meet water infiltration requirements for"HVHZ".
TABLE OF CONTENTS
SHEETV
DESCRIPHON --
I
Typical elevation design pressures, & general notes -
2
Door,panei detoils
3..
Honzonlal,crosssecuons,
4
Veriicalcirosssections.
5 . _
,Bluckand Imme anchoi(ng_ ..
6
..Billor mo enolsair .components.
_ 37.50" MAX. OVERALL
FRAME WIN I
a
MAX
PRAME
D(MENSIDN_ .:
DESIGN t'RES URE (PSF)
�+ POLY FIBER JAMB
DESIGN PRESSURE (PSFf
w IN 0D;JAM B ;
PDSlTfVE
Nl GtiJIVE
POSITfVE
NEGATIVE:
070
+60.0
60.0
See sheet 2 for hardware design pressure limitations
— c-
,� 19
19
-- p z
z m
BnrE 2119113 i
SME: N.T:S. °
aw,c. BY.
CHx. By: LFS
T"WINO —NO, �
FL-15210.10
a
SHEET . 1.Or'.6 N
h
Z.. .-
o
a
-
o
O 0
p
x
d
R
M SEE HARDWARE
TABLE`
•o
a`
d p
LL 40 DOOR PANEL
m
FIBERGLASS DOOR SKIN: MIN: 0.130' THK.
CORE MATERIAL: POLYURETHANE FOAM (1.9 PCF MIN.) .
37'
- .49'
n go, VR
1n TOP RAIL
-m oNd
\
o°n1O E
m y p` hn
"o
c
LATCH STILE )LVLJ
CAP )PVC)
_
Z 0
m
n
�;
p
a.mdit
• a
,.
E c�c � ti
5:
Ina
EL
o
p O
5
INTERIOR EXTERIOR
�
a
a
5
r
m
D
�W
FIBERGLASS SKIN
% <
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2. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge 2X BUCK 58
° distance to mortarjoints. Concrete anchor locations noted as "MAX. ON CENTER" must be 1 X BUCK BACK PLATE
adjusted to maintain the min: edge disfonce to mboor joints, additional concrete anchors H
2X BUCK�Hl
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MATERIAL
A.
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WOOD
B
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WOOD
C
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STEEL
.
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CONCRETE .
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y.;;:r::; may,., gg BCIS Home = Log In ' User Registration Hot Topics Submit.Surcharge Sta[s &Facts Publications
' FBC Staff ', BCIS Site Map 'Links Search
i{'�"'t
r ).Product Approval
T✓1 (1TCCSCCI
Profession,
) rofession i V� }'USER: Public User
„r
i „r:;�-7! !, ;:xr > Prn�u�!: e ;raiC"i FsArc : > r,,a ,i!caAion i.is? > Application Detail
:,: .. PP
.
-- 1 FL #
FL243-1115
Application Type
Code Version
Revision
2Qr10
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary..
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com.
Jens Rosowski
jrosowski@pgtindustries.com
Jens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Windows
Fixed
Certification Mark on Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) - Standard
TAS 201, 202, 203
Equivalence of Prod uct'Standa rds
Certified By
Product Approval Method
Method 1 Option A
Year
1994
http://www.floridabuilding.orc, r/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD
9/8/2014
...,..b.. — —
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
_ .. ........... ......_.......... .._...... ...... ............. ........._..._.._..__....._ _... _...
Summary of Products
11/27/2013
12/02/2013
12/09/2013
FL # IlModel, Number or Name
IlDescriotion
243.1 CA-640 Fixed
jAluminurn Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
'riL34....... .................._.._............................. _... ....
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
WL ,-,_,.,.,.irl5__ i_,.._, ,..,?,I,i,7;.L_,r.ct.
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed
IlAluminum Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
"i..z......?...._[�i.-t...:......._C�:.-...._�. �.. _11 0 ,jjgf:
Approved for use outside HVHZ: Yes
;t.24;,� f r;> :.C_1'. 11 .i i odff
Impact Resistant: Yes
L22.43 i 15 C:; C aC 1.30'?91.7.rrf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other:'Please see the Miami -Dade County Notice of
04/11/2018
Acceptance (NOA) for product performance information,
Installation Instructions
anchorage details, and anchor type, size, and spacing
12<;3 R 1.5. 11 :12 :€..a8.:11.. -c1'i'
information.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2"43J3 PW - 22D (Non -Impact) Prev. F-
—11 6000
Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: .Yes
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/18/2016
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
FL243 R15 II 11-1114JA. odf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
243.4 JJPW - 520 (Large Missile Impact)
IlWinGuard Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
L243 R:15 C.: CAC. 1.1-1009.04.r:,df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Q1/08/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of
cL24.- Rlf 1.1 1.3-1009.04,rdf
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
243:5 PW - 620
Aluminum Fixed Window (formerly 701 NI)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL24;3 R1:5 : CA:. :13050204.r)d
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/19/2019
Design Pressure: N/A
Installation Instructions .
Other: Please see the Miami -Dade County Notice of
> L243 Ras II 1.3050204,odf
Acceptance (NOA) for product performance Information,
Verified By: Miami=Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
243.6 JIPW - 720 JjAluminum
Fixed Window (formerly 701)
Limits of'Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
R_243 R15 C CAC 1.3054203.r..)df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2019
Design Pressure: N/A
Installation Instructions
http://www.floridabuilding.org/pr/pr� app dtl.aspx?parain=wGEVXQwtDqu3mwF-VZ3 5 VD... 9/8/2014
1
MIAM17E MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 261h Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/aerl
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 documentation submitted has been reviewed and accepted by Miami —Dade County PERA
—Product Control Section to be used in Miami —Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ)..
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 AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA 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.
This 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 "PW22dD Pctu' Aluminum Fixed Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD PW220-01 titled "Fixed Window Installation
Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A"
dated 10/19/11, prepared by PGT Industries, Inc., signed,and sealed by Anthony Lynn Miller, P. E., bearing
the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series and following statement: "Miami —Dade County Product. Control 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.
TERIYIINATION 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.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. 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 manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 11-0509.02 and consists of this page 1, evidence pages E-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 11-1114.14
MIAMI DA®uNry Expiration Date: August 18, 2016
Approval Date: February .16, 2012
Page 1
l
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No. 11-0509.02)
2.. Drawing No. MD—PW220-01 titled "Fixed Window Installation Guidelines", sheets
1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision
"A" dated 10/19/11, prepared by PGT Industries, Inc., .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) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, Type "D" 'window, Grade 10, per FBC
2411. 3.2.1, TAS 202-94 and per ASTM F 588-07
Along with marked —up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P. E.
(Submitted under NOA No. 11-0509.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by PGT Industries, Inc., dated 05/03/11, signed, sealed and dated 08/05/11
by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No. 11-0509.02)
2. Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/26/11, signed and sealed by Anthony Lynn
Miller, P. E.
C4
4 - - -
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-1114.14
Expiration Date: August 18, 2016
Approval Date: February 16, 2012
E-1
y
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Statement letter of no financial interest and independence,'dated 10/26/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his N,n, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by .Anthony Lynn
Miller, P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007, dated 04/24/08, signed and sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No. 11-0509.02)
5. Laboratory compliance letter for Test ReportNo. FTL-6482, issued by Fenestration
Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson,
P. E.
(Submitted under previous NOA No.11-0509.02)
G. OTHERS
1. . Notice of Acceptance No. 11-0509.02, issued to PGT Industries, Inc. for their Series
"PW-220 Aluminum Fixed Window — Non —Impact", approved on 08/18/11 and
expiring on 08/18/16,
It
E-2
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.11-1114.14
Expiration Date: August 18, 2016
Approval Date: February 16, 2012
GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 6"
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE Mom'
WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 3.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1; SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO
BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED 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 INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
LENGTH AS SPECIFIED ON TABLE 3 & 4, SHEET 3 & 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1360.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E13D0.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD
DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6482: ULTRACON NOA: ELCO CRETEFLEX NOA; ANSI/AF&PA NOS-2005 FOR WOOD
CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL.
10) THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES (FLANGE FRAME) OR 6001 SERIES (FIN FRAME).
SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2.
i�-- WIDTH —�1 ice -WIDTH ---II— WIDTH �{ jam -WIDTH
T - - T Lo T� � T
Ld Ld
x // _ = Y
I- WIDTH -�{ WIDTH -►I
T Imo- WIDTH — -►{ T WIDTH
L _J
--I WIDTH F- - --I WIDTH I --
WIDTH - i 2
_ _ = WIDTH �I
1 L Ld
TI
61" TIP -TO -TIP WIDTH
- 60" BUCK WIDTH
5M/16"
VISIBLE LIGHT WIDTH
"
I , g MAX', 0.6,
- 60" BUCK WIDTH
58-5/16,
VISIBLE LIGHT WIDTH
4" MAX.
C
A
T-
16' MAX.
I
A
96"
BUCK 5" MAX. O.C.
HEIGHT TEMPER-E7-D —GLASS
-
_
1
J�
/
VISIBLE
I VISIBLE
LIGHT HEI97"
GHT TIP -TO
TIP 8"MAX.O.C„
HEIGHT ANNEALEDGLASS
1
1
6'
MAX.
T
4' MAX. J
B
TIYP?.FLANGED FRAME-E(EVA-T-ION
(TESTED_UNIT)� J
GUIDE TO TABLES'
WINDOW
GLASS
DP
O.C.
SHAPE
TYPE
TABLE
TABLE
SQUARE OR
RECTANGULAR
ANNEALED
1
5
SQUARE OR
RECTANGULAR
TEMPERED
-
2
6
ARCHITECTURAL
ANNEALED
1
7
SHAPE
ARCHITECTURAL
TEMPERED
2
B
SHAPE
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEET2
NOT RATED FOR
IMPACT RESISTANCE
1�; •'��CENSt; '•.�
Qom: '•. 'It
No.58705 -
= TY : IY
STATE 0 `
OT'•.,
1070 TECHNOLOGY
�
FLORION ,•'.C"
DRIVE N. VENICE, FL 34275
P.O. BOX 1529
)IIg6I.IP.E.
A. LYP.
NOKOMIS: FL 34274
CERT. OF AUTH. #29296
7 5'
P.E.E. 0
Ct
845/16"
VISIBLE
LIGHT
HEIGHT
96"
BUCK
HEIGHT
D
B' MAX. O.C., ANNEALED GLASS
5" MAX. O.C., TEMPERED GLASS
TYP. INTEGRAL FIN FRAME ELEVATION
(TESTED UNIT)
GENERAL NOTES ........................
1
ELEVATION 3.:........:.............. .......
1
GLAZING DETAILS .......................
2
DESIGN PRESSURES ..................
2
INSTALLATION, FLANGE .............
3
INSTALLATION, INTEGRAL FIN...
4
ANCHOR SPACING, AN ..........:....
5
ANCHOR SPACING, TEMP..........
6
ANCHOR SPACING, SHAPES......7
CORNER ASSEMBLY ...................
8
EXTRUSION PROFILES........:.......a
PARTS LIST ...................................
a
PRODUCT REVISED _
. as complyh:g wiW the F11.
liugding Colo I
vleed W. Date: Revlelon: Accepmnca No 1.0
J.J. ' 10/1 §/11 2010 FBC UPDATE p ° ° 14
Descdptlon: - Dmwn Br.
GENERAL NOTES & ELEVATION I J ROSOWSKI
=D WINDOW INSTALLATION GUIDELINES 4/01/11
/Modal: Scale: Sheet: Dmwlnp No. Rev:
PW-220 NTS 1 OF 8 MD-PW220-01 A
TARI F 1-
Design Pressure (pst) for all Frame Types Glass•:-3116"or-1142Annealed
Glass,-Monolithicor-Insulated Frame: All Frame Shapes
Long Side (in) a
53.665
65'
57
80
CO2�
65
68
72
75
BO
84
90
96
102
110
120
130
144
145
19
+- 4.2
+•
+-73.3
+-72.6
+1-72.
+-711
+• .0
+- 0.4
+-69.9
+l•69.3
+/-68.
+/•fi8.3
+1.6,8
+-6,4
+-66.9
+-66.3
+1-65.8
+
+- ,q
20
41- 71.3
+1.70.9
41- 70.4
-1- 69.6
+!- 69.2
+/-,60.6
+l- 68.0
+1.67.4
+/. 67.0
+/• 66.3
+l- 65.9
+/• 65.3
+/- 6A.8
+A 64.3
+1. 63.8
+/- 63.3
+/- 62.9
22
+/- 66.4
+f- 65.9
+/• 5.4
+/- 64.8
+/- 84.1
+/• 63.5
+!- 62.9
+1-62.3
+1- 61.8
+/- 61.2
+1• 60.7
+l• 60.1
+/• 59.6
+f- 59.1
+1. 58.8
+/- 50.1
+1- 57.6
24
+1.62.3
+l• 61.9
+1- 01.3
+1- 60.6
41- 60.0
+l• 59.3
+1. 58.7
+I-56.0
+l- 57.6
+/- 56.9
+/- 561
+/- 55.8
+!- 55.3
+/- 54.8
+1- 54.1
+l- 52.7.
26
+/-58.9
+l•58.6
+/•57,8
+1-57.0
+/, 56.6
+l-55.8
+/•65.2
+1-63.4
H-62,5
+1-50.9
+1.49.9
+1-48.4
+-47.6
+l•46.7
+1.45.6
26
30
v+1-60.0
in+/-
0+l-A7.3
in+/-46.3
_R42
52-
53.665
+/-68.1
+/-65.6
+/-64.9 +/-54.1 +/-63,6 +/-51.5 +1-49.6 +1.47.6 a/-46.6 +I-44.4 +/-43.2 +1-41.6 +1-40.8 +1. 39.0
+1-52.5 +1-51.6 +/-50,8 +/-47.8 +/-45.5 +1-42,7 +/-41.6 +1. 39.9 +!-3B.B +/-37.1 +/-35.8
+/•50.4 +1-49.8 +/-48.7 +/-45.9 +1-42.8 +1. 40.4 +l-39.2 +/-37.0 +1-35.4 +/-33.2
+I-48,6 a1-47.6 +/-47.0 +1.44.6 +/-41.6 +/•39.3 +l-37.7 +1-34.9 +!•32.9
+/- 47.1 +1- 46.1 +/-45.4 +/- 44.2 +/- 41,2 +l- 38.8 +l• 37.0
+1.45.8 +1-44.7 +1-44.0 +1-43.2 +/-41.0 41.38.4 +/-36.6
+1-44.7 +1-43.5 +/-42.8 +1-41.9 +I-40.8 +1-38.3
♦/- 438 +/- 42.5 +/• 41.8 +(- 40.8 +1.40.0
+/-43.0 +1.41.6 +1-40.9 .+/-39.9+/-441
+/-42.3 +/-40.9 +1-40,1
+1-41.8 +l-40.3
+/-41,3 -
+!•63,7
+/-53.2
+1. 61.7
+/-51.2
+f-40.4
48.5
+/- 47.9
+1.46.7
+1-45.6
+/- 45.4
+I.44.7
+/-44.7
+1.44.0
+l-43.4
+/-43,7
al42.9
+/-43.6
+/-42.6
+1-43.3
TABLE 2:
Design Pressure (pef) for all Frame Types Glass : 3116" orl/4" Tempered Glass, Monolithic or Insulated Frame: All Frame Shapes
Long Sid. (in) O
75694
77
80
82
1 84
87
90
92
fiB
09
102
1 100
116
115
120
125
130
137
144
145
39
1 +-6 ,4
+-65.0
+1-8 .9
+-83.3
+- 62.6
01.
+-M
+/-8045
+/-7966
+-79.0
+/-78.5
+-77.8
+/-77.1
+1- 5.4
+-76.8
+/-75.2
+-74.0
+/-73.4
+/-73.3
40
-P 84.0
+l- 83.6
V- 82.5
♦/- 61.8
-A 61.2
-1- 60.3
+P 79.5
+1- 70.1
+/- 78.2
+1-77.5
+1-77.0
+1- 70.3
+/- 76,6
+/- 74.9
+!- 74.2
+/-73.7
42
+ - 81.6
+ - 81,0
+/- 79.9
+/• 78.2
+1- 76.8
.1- 77.7
+1- 76.9
+f• 76.4
+/. 76.4
+/- 74,8
-1- 74,2
+/- 73.5
+/- 72.6
+/- 72.1
+/- 71.4
+/- 70.8
+1- 70.3
+/• 59.6
44
+1- 79.2
+/- 78.7
+/- 77,8
a/- 70.9
+1-76.2
+/.76.3
+1- 44.4
+- 73:9
-1- 73.0
-1- 72.3
+/• 71.7
+/- 71.9
-1- 70.3
+/- BB.e
+/- 68.9
+1. 6G.3
+!- 67.7
48
+/- 77.2
+f- 7B.7
+/- 75.5
+/- 74.8
+/- 74.1
+1- 73.1
+/- 72.3
+1-71.7
+1- 70.8
+f- 70.1
-1- 60.5
+/- 68.7
41- 06.0
+/- 67.2
+1- 88.6
+f- 65.9
L46�
60
,-• 62
` 54
v 68
6B
U1 - 62
64 .
BB
- e8
70
72
74
75.694
tr/175:4
-+/-74.9
4/-73.7 +1_729 +/•72.2 +/_71.2 +/-70.3 +/-69.8 41.60.7 +1-68.1 +/-67A +1-68A +/-65.9 +/-65.2 +l-B4A
+/-72.0 +1-71.2 -R-70.5 +/•89.5 +/-68.5 +F B&D N-BB.e +/-66.2 a/-65.6 +/- 44.6 1-64.1 4/-63.2
+1 70.5 +J- 89,7 +1- 68.0 -1- 07.9 -1- 68.0 + - 66.3 +I- e5.3 +/- 64.5 N• 63.9 -1- 63.1 ♦1- 62.3
+/-GZ3 +1-61.5
+1-69.2 -1-88.3 +1-67.8 +/-68.5 +I-65.5 +1-64.9 +W2+
+/- 68.0 +/- 67.1 +!- 8%3 +/• 85.2 +!-3.6 +41-80.9
+/-BB.e +/•G8.0 */-85.2 +1. 84.c +1-BS.0 +/-62.3 -G0
+/-88.o +/-65.0 +/-84.2 +/-83,0 +1-81,9 +/-61.2 +
41- 65.2 +l - 64.2 +1- 03.3 +/-82.0 +f- 60.9 a/-eo.2
+/- 64,4 +/- 83.4 +1- 62.6 +/-61.2 +l- 60.0
♦/-63.6 +l•.7 +1- 11.8 N-00.9 62
+/- 63.3 +/• 822 +/- 61.1
al- 22.9
+/- 65,6 -
;T 73.5
+l•73,3
+/• 72.4
+ - 71.9
+J-71.1
+l-7n6
+/- 70.0
+/- e9.4
+/-89.1
+/-88,4
+/•68.2
+/-67.6
-1- 67.6
H• 60.0
+/- 68.9
+!- 60.2
+1-88,3
+1.65,0
+/- 65.0
+1- 65.2
+/-65.8
+1-64,6
-1- 65.4
+/- 64.8
+/- 65.3
+/- 65.2
+/_ 64,4
3/16" OR 1/4" ANNEALED
OR TEMPERED GLASS
3/8" NOM.
GLASS 01TE
MONOLITHIC. GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
1"NOM. GLASS STACK
(2)3/16'OR 1/4"ANNEALED
-I OR TEMPERED GLASS
3/8' NOM.
GLASS BITE
1" I.G. GLAZING
DETAIL FLANGE OR
INTEGRAL FIN FRAME
(INTEGRAL FIN FRAME SHOWN)
NOTE PRODUCTREVISED
1) TIP -TO -TIP DIMENSIONS FOR W complying 111111 aw Florida
FLANGE WINDOWS SHOWN. FOR FIN - Ac-pla Oodo
WINDOWS OR BUCK DIMENSIONS, Acceplanco No
SUBTRACTI". LeolrNfon Untc py�
r" C
O LLI
TABLE DIMENSIONS MAY BE U) 1 :4 Z
ORIENTED VERTICALLY OR O
HORIZONTALLY AS SHOWN. J
LLI
LONG I CO 0
SIDE D O
-7- �- LONG SIDE I W d
! I F 1 1
1 (
Cn
SHORT -+L w SIDE LI SHORT I- zax _ _g
J- -►{ SIDE r-- psgk0 N Q 6i (
�- LONG SIDE -.-I D
l_ Z F
to
SHORT LONG
SIDE SIDE
a Z
Z
-i14 (A LW C
-iW X
SHORT I- LU ~
SIDE r
® N
af Cdq0yNy
16MNr1
3/4" NOM. GLASS STACK S x
(2) 3/18" OR 1/4"ANNEALED v C
h- OR TEMPERED GLASS 5�.1 0 0
dx
10 0= _
6
3
2 GLASS BITE
16 4 Z 0 �Za o: 41 a
:w n DI11 0 0: Z__
•u d vN'Z'.'O`�
3/4".I.G. GLAZING DETAIL ='�';' Z o
FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN) ''/I'll IIIP.1111
FOR
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION EXTERIOR
OPTION A �r
INSTALLATION
ANCHOR
THROUGH THE T
FRAME
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
INSTALLATION
OPTION B
INSTALLATION
ANCHOR
UNDERNEATH
THE BEADING
EMBEDMENT
EMBEDMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER.
SUBSTRATE, SEE TABLE 3, THIS SHEET
{ EMBED
ENT
E1/4" MAX
1 SHIM
EDGE
DISTANCE
• a
CONCRETE/CMU PER
ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE, t
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, THIS SHEET -
INSTALLATION
OPTION C EXTERIOR
INSTALLATION f-I
ANCHOR ON TOP OF V THE BEADING
#12STEEL
SELF -DRILLING
SMS (G6), SEE
TABLE 3, THIS
SHEET
r_ 1/4" MAX
SHIM
f -+— 1/4" MAX. SHIM
INSTALLATION is
METHOD E umtutuu
INSTALLATIONS
v ANCHOR
11 UNDERNEATH
THE BEADING
1/4'MAX SHIM MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM, EXTERIOR
STEEL FRAMING OR STEEL STUD.
TT SEE SUBSTRATE PROPERTIES,
} 2X WOOD SUCKSTRIP, TABLE 3,THIS SHEET
I SEE NOTE 2, THIS SHEET
CONCRETE PER
ANCHOR
_ REQUIREMENT
EDGE TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, THIS SHEET -
NOTES VERTICAL SECTION B-B
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK
ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
2X WOODSUCKSTRIP,
SEE NOTE 2, THIS SHEET
TOTAL ANCHOR
CANTILEVER .532"
VISIBLE LIGHT WIDTH - WINDOW BUCK WIDTH-1-11/16"
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
HORIZONTAL SECTION A -A
TABLE 3:
' CONCRETE/CMU PER
ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
i"
SUBSTRATE, SEE TABLE 3, THIS SHEEI
INSTALLATION
EDGE OPTION C
".
DISTANCE INSTALLATION
.'
ANCHOR TOP OF
THE BEADING
EMBEDMENT'
Anchor
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
1/4'• 410 SS
CreleFlex
Concrete (min. 3.35 ksl)
ill"
1
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
114" Steel Ultrecon
Ungrouted CMU, (ASTM C-90)
B
_g:12 Steel H
L1 (G5j-r••�
�:T.•Sou]hatn.@inB_(SG_=_;55)]
r�91.16�'^—"-T
318"
Aluminum, 6083-TS min.
318"
1/8"
Steel Stud, Gr. 33 min.
3/9'
1 0.0346" (20 Ga)
A36 Steel .
. 3/8"
1/6" .
CP.T.
1/4" 410 SS
eleFl
P.T. Southern Pine (SG - .55)
1"
1-318"
Ungrouted CMU, (ASTM C-90)
2.1/2"
1-1/4"
t11-C.'17ee1'1'rccn
Soulbem Pine (SO =.55)
1"1-318"
Concrete (min. 2.7 ksl)
- 1"
1-318"
\till ill/
'� •.•�\GFNSE
it ; No.5BT05
t• LQ D b II •
DF
STAT
1 TECHNOLOGY
- .' Z
N�VENICE,FL 34275�
1ONA�\1"
A. LYNN 1 1a"' P.E.
NOKOMIS,OFL1529 34274
CERT. OF AUIH. #28296
P.E.p 597p5
PRODUOr RBVISBD
as complyfug wish th, Plmi'
Ouildb:g Cade
Ac�pinuce No _���� a♦t. ( �
J.J. 110/19/11 I NO CHANGE THIS
Deecrlptlon: Drown ey:
FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI
7111e: Dale:
:IXED WINDOW INSTALLATION GUIDELINES 4/01/11
S H-IModel: Scot,; Steel: p o. Rer.
PW-220 NTS 3 OF 8 DmwlnMD-PNW220-01 A
INSTALLATION DETAILS FOR FIN FRAMES
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 4, THIS SHEET
EXTERIOR
LIU—
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCEPER SUBSTRATE,
SEE TABLE 4, THIS SHEET
INSTALLATION '
OPTION E -
INSTALLATION
ANCHOR (NAIL)
THROUGH THE FIN
EDGE
DISTANCE
2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 2,SUBSTRATE-APPROPRIATE
I- EMBEDMENT
2EGE
2X WOOD BUCKSTRIP OR
FRAMING, SEE NOTE 2,
DISTANCE THIS SHEET
EDGE INSTALLATION
DISTANCE OPTION D
INSTALLATION EMBEDMENT
ANCHOR (SCREW)
�j(' THROUGH THE FIN
`1/4"MAX SHIM
2
10 TYP-ANCHORTYPE,
EMBEDMENT AND EDGE
3 DISTANCE PER SUBSTRATE,
-SEE TABLE d, THIS SHEET
#10 STEEL
SELF -DRILLING
SMS (05)
EXTEI
11
1/4" MAX
SHIM
DGE
TANCE
EDGE DISTANCE
RIM..W.MINT-
- —..
2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 2, THIS SHEET
VERTICAL SECTION D-D
ALUMINUMISTEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 4, THIS SHEET.
NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 4 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
EDGE
DISTANCE - EDGE DISTANCE
r-- 1/4" MAX SHIM 11" MAX SHIM -- �—
HORIZONTAL SECTION C-C
'1 I ` I I L EXTERIOR
VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH- 1.11/16" —
WINDOW BUCK WIDTH
MULLIONSECTION
MIAMI-DADE APPROVED MULLION.
(SEE SEPERATE NOA), MAY BE
VERTICAL OR HORIZONTAL. MAX.
1/4" SHIM. SEE SUBSTRATE
PROPERTIES, TABLE 4, THIS SHEET
TART F A -
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2- 1. x .113" Box a
. , out em Pine S = .65)
b/ 6"
2.112" x .131" Common Nail
P.T. Southern Pine (SG - .55)
316"
2.7110"
2.112" x .145" Roofing Nall
P.T. Southern Pine (SG - .55)
318"
2-7116"
#10 Steel SMS
P.T. Southern Pine SG = .55)
7116"
1-316"
Aluminum, 6D63-T5 min..
3/8"
1/8"
Steel Stud, Gr. 33 min.
318"
0.0346" (20 Ga)
A36 Steel
31B"
V8".
EDGE
DISTANCE
2X WOOD SUCKSTRIP OR FRAMING,
SEE NOTE 2, THIS SHEET .
INSTALLATION
EMBEDMENT OPTION E
INSTALLATION
ANCHOR (NAIL)
THROUGH THE FIN
TYP. ANCHOR TYPE,
_ EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 4, THIS SHEET
1111111
014N MIZZ-0, , Revised By: Dafe:., R4vl8
Nd CHANGE THIS
���'• ���rNse J.J. 1 Q/19/11 S EET .
Revlsed By: Dale: Revlalon:
�c No. 55705
REMOVED
`EIRIOR
V
REVISED
r, with Ilse I'iori.
LU
w_ ® Deecrlptlon: - Drownn
; ;
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
11011
51A0
10
0
OG5� Title: � Date:
N.VENICE,FL342
"' P.O. BOX 1529 FIXED WINDOW INSTALLATION GUIDELINES. 4I01111
11 �jNP11 t�` NOKOMIS' FL 34274 Series/Model: ScA/a: Sheet: Orawing No. Rev:
A. LYNJJ AlI�LER, P.E. CERT. OF AUT-1. #29296 PW-220 N IS 4 OF S MD-PW220-01 A
P.E,# 66705
TABLE 5:
Maximum Anchor Spacing Allowed, (in),
Glass: 3116" or 1/4" Annealed Glass, Monolithic or Insulated
Frame:
Square
or Rectangular
Long
Side (in) ca
53.67 .
55
57
60
62
65
68
72
75
80
84
90
96
102
110
120
130
144
145
Anchor Group b
A
BC
A
"
A
O&
A
BC
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A;B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,.B&C
A,B&C
A,B&C
19
Short Side
16
16
16
16
16
18
16
16
16
16
16
16
16
15
16
16
16
16
16
16
16
- 16
16
Long Side
16
.16
16
16
18
16
16
16
16
16
16
-16
16 .
18
16
16
18
16
16
16
16.
16
16
20
Short Side
76
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
.
Long Side
16
16
18
16
16
16
16
16
16
16
16
16
-16-
_ 16
16
16
16
.16
16
16
16
1 16
22
Short Side
16
16
16
16
16
16
16
16
16
16
16
16
16 _
16
18
16
16
16
16
16.
16
Long Side
1 16
16
16
,16
16„
16
16
16
10
16
,16
16
16
16
16
16
1 16
16
16
16 -
16
24
Short Sider16
16
16
16
18
18.
18
16
18
16
16
16
16
18
16
16
16
16
16
16
Long Side
16
16
16
16
16
16
16
16
16
16
- 16
16
16
16
16
16.
18
16
16
26
Short Side
16
Is
16
16
16
-16
16
16
16
16
16
16
16
16
16
16
16
16
N
N
LongSide
16_
18
16
16
18
16
16
16
16
10
18
16
16
16
18
16
16
16
16
16
18
16
16
16
16
16
10
16
16
18
16
16
16
16
15
1 16
16
16
-16
16
18
16
16
- 16
. 16
16
16
16.
16
- 16
16,
16
16
16
16
18
16
-16
16
16
16
16
16
18
16
16
16
16
16
18
16
16 -
16
16
16
.16
is
16
16
16
Is
16
16
16.
18
16
16
16
16
16
16
18
16
16
16
16
16
16
16
16
16
16
16
16
18
16 ,
16
16
16
16
16
16
16
16
16
16
16
16,
16
16
1834
16
16-
16
16
16
16
10
16
16
18
16
16
18
16
16
16
18
16
16
16
16
16
Is-
16
16
16.
16
16
16
-
,
-
28
Short Side
16
16
16
16
16
16
Long Side
.16
16
16
16
16
16
30
Short Side
16
16
16
16
1.16
18
16
Long Side
16
16
16
16
16
16
16
32
.
Short Side
16
16
16
16
16
16
16
I Long Side.
76
16
•16
16
16
16
16
Short Side
16
16
18
16
16
16
16
Long Side
16
16
16
16
16
16
16
36
Short Side
16
16
16
16
16
16
16
Long Side
18
16
18
16
16
16
16
38
Short Side
16
16
16.
18
16
16
16
Long Side
16
16
16
16.
-.16
16
16
40
Short Side
16
16
16
16
10
16
16
Long Side
16
16
16
16
16
18
_18
42
Short Side
16
10
16
16
16
'16
16
Long Side
15.9
16
16
IB
16
16,
16
44
Short Side
16
16
16
16
16
16
16
Long, Side
15.4
16
15.6
16
16
. 16
16
4,61
Short Side
16
16
16
16
16
16
16
Long Side
14.9
16
15.2
16
15.5
10
16.
48
Short Side
16
16
16
16
18
16
16
Lang Side
14.4
18
14.71.
16
15.1
16
15.8
50 .
.
ShortSide
16
16
10 _
16
16
16
16
Long Side
13.9
16
i4.2
15
14.6
fit
Short Side
15.8
16
16.
16
Long Side
113.4,
16
13.7
16
53.7
Shorl Side
15.2
16
-
Long Side115.21
16
NOTES
1) USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE
GLAZED WITH ANNEALED GLASS.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE.
3) FOR ARCHITECTURAL SHAPE WINDOWS, USE THE TABLES ON SHEET 7.
4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE
ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
5) TIP -TO -TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR
BUCK DIMENSIONS, SUBTRACT 1".
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
S1DE
LONG SIDE -►-�
SHORT
SIDE
J-
_�
SHORT
Il
SIDE
r-
PRODUCT REVISED
ns complying with the Florida
Building Codo
Aaecpinnco No % .1,
Czar Icon Dat0
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iWw DadoFtoductConl 1
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TABLE 8:
Maximum Anchor Spacing Allowed, (In) Glass; 3116" or 1/4" Tempered Glass, Monolithic or Insulated Frame: Square or Rectangular
Lone Slide n b
75.094
. 77
60
82
84
87
so
02
88
99
Anchor Group O
A
B
C
A
B
C
A
B
C
A
B
C
A
B
C
A
B
_
C
A
B
C
.A
,
B
C
A
B
C
A
B
C
39
Short SICK
10,5
10.0
18.0
1D.6
16.0
16.0
10,7
.0
10,0
1
10.0
16.0
10.9
16.0
10.0
11.0
6.0
16.0
11.2
16.0
16.0
11.3
10.0
10 0
11.4
16.0
15.0
11.5
8,0
16.0
Long Sitle
5.1
13.8
18,0
B.1
13.9
16.0
8.2.
14,1
10.0
9.3
14.2
18.0
9.4
14.3
18.0
B.6
14,4
10.0
9.6
14.0
16.0
9.0
14.7
18,0
0.7
14.8
10.0
9.8
. 14.9
16.0
40
Short Side
-side
10.3
16.0
16.0
10.4
10.0
16.0
ie6
18,0
10.0
10.7
16.0
16.0
10.8
16.0
16.0
10,9
10.0
16.0
11.0
16.0
16.0
11.1
10.0
16.0
11.3
16.0
16.0
11.4
16.0
16.0
Long
B4O
197
10.0
6.0
13.8
10.0
0.2
13.9
18.0
9.2
14.1
70,0
9.3
14,2
10.0
9.4
14.3
16.D
9.5
14.5
16.0
8.6
14.0
10.0
9.7
14.7
1e.9
9.8
14.8
10.0
42
Short side
-side
10.0
16.0
18,0
10.1
16.0
. 0.0
10.3
16.0
18.0
10.4
16.0
10.0
10.5
10.0
16.0
10.6
16.0
16.0
10.7
16.0
Me
10.0
18,0
16.0
11.0
16.0
10.0
11.1
16.0
16.0
ong
0.0
13,5
10.0
B.e
13.5
10.0
9.0
.13.7
10.0
9.1
13.8
16.0
9.2
13.8
18.0
9.3
1A.1
16.0
9.4
14.3
16.0
e.4
14.4
18.0
B.5
74.5
16.0
9.0
14,7
18.0
44
Short Sid.
9.0
16.0
16.0
B.8
16.0
16.0
10.0
vLo
16.0
10.1
10.0
16.0
10.2
16,0
16.0
10,3
16.0
16.0
10.5
16.0
16.0
IDA
16.0
16.0
10.7
18.0
16.0
10.8
16.0
16.0
Long Sid.
8.7
13.2
1fl0
0.7
13.3
10.D
6.9
13.5
18.0
6.9
13.6
16.0
9.0
13.7
16.0
9.1
13.9
16.0
.9,2
14.1
10.0
9,3
14.1
160
B,4
14.3
18.0
9.5
14.5
10.6
46
Short Side
9.5
15,0
10.0
9.6
15.7
16.0
9.7
10.0
16.0
9.8
16.0
16.0
9.9
78.0
18.0
10.1
10.0
18,0
10.2
10.0
16.0
10.3
16.0
18.0
10.6
18.0
18,0
10.8
18.0
10.0
Lolly Side
0,6
13.0
16.0
6.8
13.0
16.0
8.7
13.3
18.0
3B
13.4
18.0
0.9
13.5
16.0
9.0
13.7
16.0
9A
13.8
16.0
9.2
13.9
16.0
9.3
14.1
10.0
9.4
14.3
18.0
48
Short Side
9.2
15.1
16.0
9.3
15.2
10.0
9.5
15.5
16.6
9.6
15.7
16.0
9.7
15.0
16.0
9,9
10.0
10.0
10.0
16.0
16,0
10,1
16.0
16.0
10.3
16.0
16.0
10.0
18.0
Long Side
0.4
12.7
Me
0.4
12.8
18.0
8.6
130
10.0
BB
13.2
16.0
8.7
13.3
15.0
8.8
10,0
0.0
13.6
16.0
9.0
13.7
16.0
9.2
13.9
10.0
.10.4
9.3
14.1
16.0
60
Short Side
B.0
14.8
18.0
9.1_
14.7
16.0
9.3
15.1
16.0
8.4
15.3
16.0
9.5
15.4
16.0
9.6
16.0
9.B
18.0
18.0
9.9
18.0
16.0
10.0
18.0
18.0
10.2
19.0
16.0
Lorry Sid.
B.2
12.5
16.0
8.3
12.6
18.0
3.4
12.8
16.0
8,5
12.0
16.0
30
13.1
1fi0
8.7
16.0
8.8
13.4
16.0
0.9
13.5
10.0
9.0
Me
10.0
9.1
13.0
16.0
52
Short Side
8.6
14.2
10,0
. 0.8
14,3
18.0
B,D
14.6
16.0
9.1
14.0
1e0
9.3
15.0
16.0
9.4
16.0
9.6
15.5
16.0
0.7
15,7
18.0
38
16.0
16.0
10.0
16.0
16.0
Lang Sld.
0.0
122
10.0
8.1
12.3
16.0
8.2
12.0
16.0
B.3
12.7
16.0
8.4
128
16.0
0.0
18.0
8:7
13.2
18.0
8.8
13.3
18.0
8.9
13.8
16.0
9.0
13.7
16.0
54
Shod Side
0.5
13.7
10.0
B.6
13.9
78.0
0.8
14.2
16.0
0.0
14.4
16.0
0.0
14.6
16.0
0.2
g12.8
10.0
9.4
15.1
18.0
9.5
15.3
18.0
9.0
15.8
1BA
9.8
15.8
16.0
Long Side
7.9
12.0
16.0
7.9
12.1
18.0
8.1
12,3
10.0
8.2
12.5
16.0
8.3
12.6
16.0
8.4
10.0
8.6
13.0
16.0
8.6
13.1
16.0
0.8
13.4
16.0
0.0
13.5
16.0
68
Short Sltle
8.3
13.3
16.0
8.4
13.4
10.0
8.8
13.8
10.0
8.7
14,0
16.0
8.8
14.2
10.0
9.0
16.0
9.2
14.8
16.0
9.3
14.9
16.0
0.5
15.2
160
96
155
Vi0
LonOSlde7.7
11.7
16.0
7.8
11.0
10,0
7.9
12,1
18.0
0:0
12.2
18.0
0.1-18.0
0.3
16.0
8.4
12.0
16.0
0.5
12.9
18.0
8.7
13.2
16.0
8.8
13.3
16.0
58
Short Sid.
8.1
12.9
10.0
0.2
13.1
10.0
8.4
13.4
78.0
8.5
13.6
16.0
8.6
13.8
10.0
8.8
16.0
9.0
14.4
18.0
9.1
14.6
16.0
9,3
14.9
We
9.4
15.1
16.0
N
Long Side
7.8
11.6
15.7
7.6
11.6
15.0
7.8
11.9
7.0
12.0
16.0
8.0
12.2
10.0
6.1
12.4
10.0
8.3
12.6
10.0
8.4
12.7
16.0
0.5
13.0
16.0
8.8
13.1
16.0
B0
Short
h Side
7.0
12.0
18.0
6.0
12.7
18.0
8.2
13.0
B.3
13.3
18.0
8.6
13.6
10.0
0.6
13.0
18:0
8.6
14.0
16.0
8.9
14.2
18.0
8.1
14.5
18.0
Long Sltle
7.4
11.2
15.3
7.5
11.4
15.6
7.6
11.0
7.7
11.6
16.0
7.9
120
10.0
8,0
122
10.0
6.1
12.4
18.0
6.2
12.5
18.0
34
128
10,0
02
Short Side
7.7
122
16.0
7.8
12.3
18,0
8.0
12.7
6.1
12.9
10.0
8.3
13.1
10.0
0.q
13.4
18.0
B.8
13.7
18.0
8.7
13.B
18.0
Long aid.
7.2
11.0
75.0
7.3
11.1
15.1
7.5
11.4
7.6
11.0
15.8
7.7
. 11.7
16.0
7.0
12.0
16.0
8.0
122
18.0
8.1
12.3
10.0
64
80
BB
70
72
74
75.894
Short Side
7.5
11,9
16.0
7,8
12.0
16.0
7.0 12.3 U 12.6 10.0 e.t 12.0 76.0 8.3 13.1 16.0 8.4 13.4 10.0
7.3 11.2 7,6 11.3 16.4 7.6 11,6 16.7 7.7 11.8 10.0 7.9 12.0 10.0
7,6 120 7.8 12.2 18.0 7,9 12.5 16.0 8.1 12.8 18.0
7.2 10.8 7.3 11.1 16.1 7.4 11.3 15.4. 7.0 11.5 15.7
7,4 11.7 7,8 11.9 18.a 7.7 12.2 16.0 '
---
7.0 10.7 7.2 10.9 14.8 M. /1,1 15,1
7,2 11.4 7.4 11.0 16.0
&B 70.5 7.0 10.7 14.5
6,7 10.5
0.4 B.0 PiN
Long Side
7.1
108
14.7
7:1
10,9
14.8
Short Side
7.3
11.5
10.0
7.9
11.7
16.0
Long Side
8.9
10,6
14.3
7.0
10.8
14,5
Short Side
7.1
11.2
15.8
7.2
11.3
18.0
Long Side
6.7
10.3
14.0
e.8
10.4
14.1
Shod Side,
B,B
111,11
15,3
7.0
117
15,6
Lang 31de
e8
1D.0
13.7
6.7 .
10.1
73.8
Shod Side
8.7
10.5
14.8
6.8
10.7
15.1
Long Side
B.4
B.0
. 13.3
6.5
8.9
13.6
Short Side
B.e
10,2
14.4
B.B
10.4
14.8
11
Long Slde
8,3
9.6
12i.0
6,3.
8.7
132
Shod Side
6.4
10.0
13.e
Long Side
6.4
10.0
139
TABLE 6, CONT.:
. .. -
" _0000000000�A0000000�000001�000
101101
7KWEME-Uln-
1W
ffWKMKWKMKUK=-
`K'
R
'®'
K=
,0
WMK®'
IWMKMRM
NOTES
1 USE THIS TABLE
FOR ALL SQUARE OR
RECTANGULAR WINDOWS THAT ARE
GLAZED WITH TEMPERED GLASS,
2) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE,
3) FOR ARCHITECTURAL SHAPE WINDOWS,
USE THE TABLES ON SHEET 7.
4 THE WINDOW WIDTH AND HEIGHT MAY
BE REVERSED TO OBTAIN A MORE
ACCURATE RESULT FROM THE TABLE
(SEE FIGURE, THIS SHEET).
5) TIP -TO -TIP DIMENSIONS FOR FLANGE
WINDOWS SHOWN. FOR FIN WINDOWS OR
BUCK DIMENSIONS, SUBTRACT 1-.
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
T-- LONG SIDE
1
SHORT
SIDE
LONG
SIDE
SHORT
SIDE
'REVISED
ng wilh 11101:I0dda
ode
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TABLE 7:
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0
m
mmmmm0��
TABLES:
Maximum Anchor SpacingAllowed for all Frame Types, (In) Glass: 3116" or 114" Tempered Glass, Monolithic or Insulated Frame: Architectural Shapes
Long Sltle (In) q
76.884
77
80
82
84
87
90
92
96
99
Anchor Group C.
A
B
C
A
B
C
1 A
B
C
A
B-
C.
A
B
C
A
.. B
C
A
B
C
A
1 8-
C1
A
B
C
A
B
c
38
9.1-13.61
18.0
9.
3.9
18.0
9.2
4.
8.0
9.3
14.2116.0
9.4
14.3
16.0
.0
9.6
14.6
16.0
0.6
14.7
16.0[9.2
14.8
16.0
9.8
6S
AO
9.0
13.7
18.0
9.0
13.8
16.0
9.2
13.9
10.0
0.2
14.1
16.0
0.3
14.2
16.0
9.4
14.3
16.0
9.5
14.5
16.0
9.6
14.0
10o
14.7
10.0
9.0
14.0
107
42
8.8
13.6
18.0
8.8
13.6
16.0
0.0
13.7
16.0
9.1
13.8
16.0
9.2
13.9
16.0
9.3.
14.1
18.0
9.4
14.3
18.0
9.4
14.4
18.0
74.6
16.0
9.6
14.7
16.0
44
8.7
13,2
18.0
8.7
13.9
16.0
8.8
13.6
16.0
8.9
13.8
18.0
9.0
13.7
16.0
9.1.
13.9
16.0
9.2
14.T
10.0
9.3
14.1
16.0
14.3
16.0
9.5
14.5
16S
48
8.6
13.0
16.0
8.8
19.0
16.0
8.7
13.3
18.0
8.8
13.4
18.0
8.9
13.6
10.0
9.0
19.7
18.0
9.1
13.8
18.0
0.2
13.9
18.0
14.1
10.0
9.4
14.3
16.0
48
84
12.7
16.0
6.9
12.8
16.0
8.0
13.0
10.0
6.6
13.2
10.0
0.7
13.3
16.0
8.8
13.5
16.0
0.0
13.6
10.0
9.0
13.7
16.0
13.9
16.0
9.3
14.1
16,0
50
8.2
12.5
15.0
0.3
12.8
16.0
8.4
12.0
16.0
8.6
12.0
16.0
8.6
13.1
16.0
8.7
13.3
18.0
8.8
13.4
16.0
0.9
13.6
10.0
13.8
16.0
8.1
13.9
18.0
52
8.0
12.2
15.0
8.1
12.3
16.0
8.2
12.6
16,0
8.3
12.7
16.0
0.4
12.8
16.0
8.0
13.0
16.0
8.7
13.2
16.0
8.8
13.3
18.0
13.6
16.0
9.0
13.7
16.0
54
7.9
12.0
15.0
7.9
12.1
16.0
.8.1
12.3
16.D
8.2
12.6
1B.0
6.3
12.6
16D
84
126
160
88
130
180
88
131
180
13.4
16.0
B.B
13,6
16.0
y56
7.7
11.7
10.0
7.0
11.8
16.0
7.1)
12.1
'16,0
6.0
12.2
10.0
8.1
12.4
10.0
8.3
12.0
10,0
8.4
12.8
le.0
8.5
12.9
10.1)
8.7
13.2
18.0
8.8
13.3
16.0
58
7.6
11.6
15.7
7.6
11.8
i6.8
7.8
11,9
16.0
7.9
12.0
11.1
8.0
12.2
18.0
8.1
12.4
18.0
6.3
12.6
16.0
8.4
127
16.0
8.6
13.0
16.0
8.6
13.1
16.0
60
7.4
11.2
15.3
7.5
11.4
15.5
7.6
11.6
15.8
7.7
11.a
16.a
7.0
12.0
16.0
8,0
12.2
18.0
8.1
12,4
16.0
8.2
12.5
16.0
8.4
12.0
16.0
62 ,_
.7.2
11.0
16.0
7.3
11.1
76.1
7.6
11.4
16.5
7.8
11.0
16.8
7.7
11.7
18.0
7.8
12,0
16.0
8.0
12.2
18.0
8.1
12.3
16.0
84
7.1
10.6
14.7
7.1
10.9
14.8
7.3 11.2 15.2 7.6 11.3 15.4 7.8 11.6 15.7 7.7 11.8 18.0 7.9 12.0 18.0
7.2 10.9 14.9 7.3 11.1 15.1 7.4 11.3 16.4 7.6 11.5 15.7
7.0 1D.7 14.6 7.2 10.9 14.8 7.3 11.1 15.1
6.9 10.6 14.3 7.0 10.7 14,6
8.9 9,8 13.3
65
0.9
10.6
14.3
7.0
10.0
14.5
68
8.7
10.3
14.0
0.8
10.4
14.1
70
6.0
10.0
13.7
0.7
10.1
13.8
72
6.4
9.6
13.3
6.5
9.9
13.6
74
8.3
9.6
13.0
8.3
9,7
13,2
76.884
0.4
10.0
I 13.9
I'
TABLE B. CONT.:
Maximum Anchor Spacin9 Allowed for all Frame Types, (In) Glass: 3116" or 1/4" Tempered Glass, Monollthic or Insulated Frame: Architectural Shapes
Lang Sid. QaI d
102
108
110
116
In
125
130
137
144
145
Anchor Group O
A-1
BIG
A
B
1 C
I A
8
1 C
I A
I B
I C
A
B
C
A
B
C
A
B
C
A
B
C
A B C
A B C
39
1 .0
10.0
10.0
16.2
16.D
10.
16.3
16.0
10.1
15.
10.0
10.2
16.8
18.0
10.3
15.7
16.0
1 ,
15.8
18.
0.6
5.9
16.0
10.6 16.0 10.0
10.8 16.0 18.0
40
8.8
16.0
18.0
9.9
16.1
16.D
10.0
16.2
10.0
10.1
15.4
18.0
10.2
16.6
18.0
10.3
15.0
16.0
10.3
15.7
16.0
10.4.
16.9
18.0
10.6 18.0 18.0
42
0,7
14.8
16.0
9.8
14.9
16.0
9.9
15.0
16.0
10.0
15,2
18.0
10.1
15.3
10.0
10.2
16.6
18.0
10.2
1 6.6
.10.0
10.3
15.7
18.0
44
9.6
14.e
16.0
9.7
14.7
16.0
9.8 14.9 18.0 8.9 16.0 10.0 10.0 15.2 16.0 10.1 16.3 16.0 10.2 15.4 16.0
9.7 14.7 16.0 9.0 1A.8 18.0 B.e 16.0 10.0 10.0 15.2 10.0
0.6 14.5 16.0 0.7 14.7 18.0 9.8 14.0 16.0
B.4 14.d 18.0 9.8 14.6 16.0
9.3 14.2 18.0 '
40
B,6 _
14.4
18.0
8.8
14.0
18.0
v) 48
B.3
14.2
18,0
8,6
-
6D
9.2
14.0
16.0
9.3
14.2
_LOU
10.0
rn 62 _
9.1
13.g
1g.0
B.2
14.0
16.0
59
B.0
13.7
19.0
B.1
13.8
11.0
68
8.9
13.6
18.0
_
NOTES
1) USE THESE TABLE FOR ALL ARCHITECTURAL
SHAPE WINDOWS. TABLE 7 IS TO BE USED FOR
ANNEALED GLASS; TABLE B IS TO. BE USED FOR
TEMPERED GLASS.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE.
3) FOR SQUARE OR RECTANGULAR WINDOWS, USE
THE TABLES ON SHEETS 5 OR 6.
4) THE WINDOW WIDTH AND HEIGHT MAY BE
REVERSED TO OBTAIN A MORE ACCURATE RESULT
FROM THE TABLE (SEE FIGURE, THIS SHEET).
5) USE THE SPACING SHOWN ON THE TABLES FOR
THE ENTIRE WINDOW FRAME.
6) TIP -TO -TIP DIMENSIONS FOR FLANGE WINDOWS
SHOWN. FOR FIN WINDOWS OR BUCK DIMENSIONS,
SUBTRACT 1 ".
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
I+-- LONG SIDE
SHORT
SIDE
`I ji
_-
SIDE 1
1 •
PRODUCT REVISED
as complying with the Florida
building Cede' n
Am cpdptme No a•1
r;%pirAllign Vat. //
1
_n1
Mini Dnd9 Product Contro
O
o
d
W
C
U)
O
Z
C
^
q.
O
(9
F-
a
L
�
<
r
t�
Z
z
Z
a
O
O
IX
-
Z
0
=go
C
Q
X
Q
Q
®
ONll
0N
0
oI�
S 1�jm Vl
O it
0
o -°'o
r
_ [O
Z
o J
W 'Q•� Q_
m
`--io
1
90a CORNER
FRAME
ASSEMBLY
MITERED FRA
WITH FRA
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR FLANGE FRAMES
TABLE 9:
Item
#
POT
Dwg.#
POT
Part
Description
1
502
68342
Flange Frame
2
521
69097
Integral Fin Frame
3
503
81168
Glazing Bead,
4
6DURAK38
3/8"Dura Seal Spacer
5
6DURAK58
5/8" Dure Seal Spacer
6
Dow 899 Silicone or Equivalent
9
589
70589C
Gasket (at 90e corner joints)
10
1208
61308K
Closed Cell Foam Tape
11
1052
71052K
Setting Block 1116" x 34' x 1"
12
1265
712651K
Setting Block 1/18" x 3116" x 1-1/2"
14
1161
7834AA
#8 X34' PH PN SMS
15
781PSTX
#8X3/4"PHPNSMS-S.S..
16
1012
7PWSW
#6 X7/8" PH FH SMS @ 10-1/2" O.C. Typ.
17
3/16" or 1/4" Glass
18
3/4" IG Glass (with 3116" or 1/4")
19
1" IG Glass (with 3118" or 1/4")
ANGLED/CURVED
,ME
MBLY
2.000" —�
.062" T.44"
262"
844"
y .600"
,CST _
OFLANGE FRAME
6053-T52 ALUMINUM
_ \•��tntttl,y7,i
a�� .• ��ceNSe . b
* 40.58705
rLD
N AL
ZLllA Mltt A. P.E.
P.E.0 58705
1
900 CORNER
FRAME
ASSEMBLY
MITERED FRAME
WITH FRAME
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR FIN FRAMES
2.000" =y
1.644•
4' � .2ez^
7I� 1.125"
.050" —►I=A
OINTEGRAL FIN FRAME
6063-T52 ALUMINUM
ANGLED/OURVED
FRAME
ASSEMBLY
.735" 1—
.SDD" n
I •--III+-- .055"
O3 GLAZING BEAD
6083-TSALUMINUM
US co WPlylttg with the Flon.
nwldina Codc
Reused By: Date: R vie on• Accc Innce No _ tL
�d G�HANGE THIS l not rlDnto�
J.J. 10/19/11 SHEET. ny v `
Revfaed ey: Data: Revielon: �f arni Dado Product Control
® Deecdptfon: Drown By:
BOM & CORNER ASSEMBLY DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE 771te: Date:
N. Box t529 , f2 29 FIXED WINDOW INSTALLATION GUIDELINES 4/01111
P.O.P.o. B
NOKOMIS; FL 34274 Sedee/Model: I Drowing No. Rev:
CERT. OF AUTH. #29296 PW-220 NTS 8 OF 8 MD-PW220-01 A
i \ �
Q„�yy
, >'k k' "xr� 7 sr Et
,`°-x ;` r t'z .ue�Ztl
k +
a":rL u^r'Ws
„y s i;�, z;i _E- mr, c`- .BCIS Home .Log In User Registration -Hot Topics :.Submit Surcharge �'Stats & Facts.' Publications FBC Staff BCIS Site Map Links Search
Business/ l�
s�
:I, Product Approval
Prick QnLi""
*'USER: Public User .
> _r.p'4 ic+ ...._.._�.z,;ri=.•±S,.c_,.> ,.:.._> Application Detail i,;ry......._ni;
a FL'# FL239-R20
�ry ' Application Type R Sion
Code Version t2 10
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed ,and
ratified by the POC and/or the•Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology. Drive
Nokomis, FL 34275
(941)'486-0100 Ext,21140
jrosowski@pgtindustries.com
Quality .Assurance .Representative
Address/Phone/Email
Category Windows
Subcategory Single Hun
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER .
Validated By Miami -Dade BCCO - VAL
Referenced Standard'and Year. -(of Standard) StandardYear
TAS 201, 202, 203 1994
Equivalence: of. Product Standards
.. ;Certified By
Product Approval Method Method-1 Option A
http://www.fl6ndabuilding.org/pr%pr_app_dtl.as' iparam=wGEVXQwtDq-61Bu8CA.EmB.., '9/8/2014
Date.Su�, _s�ed
-Date Validated
Date Pending FBC Approval
Date Approved
...... .._..-..._.................. .........._._.........._....-..................._ __.._:.........
:Summary of Products
i { .
11/27/2013
12/02/2013
12/09/2013
FL # Model,N amber or Name
IlDescription
2 1!> SH>= Q0�Non-lm:paet),,
lAluminum Single'Hung Window
Limits of Use
Certification Agency Certificate
Approved for:use in HVHZ: Yes
? . ` r'
Approved for use outside'HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/01/2016
Design Pressure: 'N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of
FL2.39 R20 _11 _ _1033.12-DdF
Acceptance (NOA) for product performance information,
Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created by Independent Third Party:
information.
Evaluation Reports
Created by Independent Third Party:
�239.2 �SH - 500 (Large Missile Impact) WinGuard Vinyl Single ,Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes £=L .3f R2t" ;:' C�i' i.;z-iC'Cr�a.'cS:;J t
_........................_..........._......_............_................................_.............................
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 01/08/2019
Design Pressure: -N/A Installation Instructions
Other: Please see Miami -Dade County Notice of h ''? R2(' If 1 3- s. 0S1,t
Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Partv:
�239.3 ��SH - 600 (Non -Impact) �jAluminum Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes rL F:2€; C _A( 1.1
Approved for use outside HVHZ: Yes . Quality Assurance Contract Expiration Date
Impact Resistant: No 01/26/2016,
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County.Notice'of h?.23.5'.,,-I'C...__);-__,_1-'_"%,3.,,7,,v.,. cr
Acceptance (NOA) for.product performance information, Verified By: Miami Dade BCCO - CER
anchorage details, and anchor type, size, and spacing .Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Partv:
239.4 DISH - 700 (Impact) JlWinGuard Aluminum Single Hung Window
Limits of Use Certification Agency Certificate
.Approved for use in HVHZ: Yes F1239 R20 C -CAC 11-10 .3.'.
Approved for use outside HVHZ: Yes' Quality Assurance Contract Expiration Date
Impact Resistant: Yes 03/26/2016
Design Pressure: N/A Installation Instructions
Other: Please see Miami -Dade County Notice of !__. =?.._F_ti=; ;tK 1_;t__';0:13 _1,4,,df
4cceptance (NOA).for. prod uct performance information, Verified.By: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing. Created by Independent Third Party.:
nformation. Evaluation`Reports
Created by Independent Third Party:
1239:5
JISH - 800 (Large Missile.Impact)
IMulti=Story Aluminum Single Hung Window
Limits of Use
CertificatioWAgency Certificate
Approved for use in HVHZ:'Yes
FL739 P20 C CAC .11-12Z2 04 LM ^df
j
:.Approved for use outside HVHZ: Yes
Quality. Assurance Contract`Expiration Date
Impact. Resistant: Yes
05/.03/20.17.
Design Pressure: N/A
Installation Instructions
-Other: Pleasesee Miami=Dade County•Notice of
FL239 R20" Il 11-1222.04 L M.pdf
Acceptance ('NOA) for product performance information,
Verified By: Miami -Dade BCCO
anchorage details, and anchor type, size, and spacing
information.
Created by Independent Third Party:
Evaluation Reports.
Created by Independent Third'Party:
239.6 SH - 800;(Small Missile•Impact) -
Multi -Story -Aluminum Single Hung `.W Widow
Limits of Use
Certification Agency Certificate
Approvedfor use. in HVHZ: Yes
'i.:2,39 Fc20 C CAC. 11.1.222.05 SM.odf
Approved for use.outside HVHZ: Yes
Quality Assurance: Contract'Expiration.Date
Impact Resistant: Yes
05/03/2017
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of
Installation Instructions
FL239 R20 H .1'1-1222.0' SM.gd
Acceptance (NOA) for product performance information,
'Verified By.: Miami -Dade BCCO - CER
anchorage details, and anchor type, size, and spacing
Created=by Independent Third Party:
-http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEmB... 9l8/2014.
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW. 26 Street, Room 208
AFFAIRS.(PERA) Miami, Florida 33175-2474
BOARD AND .CODE ADMINISTRATION DIVISION T (786) 3 I5-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE NOA. www.miamidade. ov/>era/
PGT Industries
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 documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction,(AHJ).
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 AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
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.
This 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'"SH 2x 0' Aluminum Single Hung Window —N.I. .
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled ".Single Hung Window Installation"
sheets 1 through 8 of.8, dated 05/11/11 with revision A dated 10/10/13, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade'County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT )RATING: None
LABELING: Each unit .shalI bear a.permanent label with.the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County'Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewalapplication has been filed and there has been
no change in the -applicable building code -negatively affecting the performance of this product.
TERMINATION 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 Tor termination and removal of NOA.
.ADVERTISEMENT: The NOA number .preceded by the words Miami -Dade County, Florida, and
followed by the expiration date :may bedisplayed in .advertising literature. 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 :prov,ided to the user by the .manufacturer or.its
distributors and shall .be available for inspectionat.the job site at the request .ofthe Building•Official.
This NOA revises NOA # 31-0614.01 and-consisis of this page .l and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAM4QADE COUNTY `
NOA No. '114 013.12
• • • . , Expiration Date:. September 01, 2016
Approval Date: December 08, 2011
Page 1
PGT Industries }'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
.1. Manufacturer's die drawings and sections.. ,
2: Drawing No MD-SH2O041, titled "Single Hung Window Installation" Sheets 1
through 8 of 8, :dated 05/11111'with revision A dated 10/10/11, 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) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water. Resistance Test, --per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411-3.2.1, TAS. 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
.single hung window, prepared by Fenestration Testing Laboratory,. Inc., Test Report
No. FTL-6479,.specimens 1 thru 26, dated 03%28/11, signed and sealed by Marlin D,
-Brinson, P..E.
(Submitted. under previous NOA #11-0614.01)
C.. CALCULATIONS:
1. Anchox verification calculations andstructural analysis, complying with FBC-2007
and FBC-2010, dated 06/08/11 and updated on'10/07/11,grepared-.signed and sealed
by Anthony Lynn Miller, P.E.
2. Glazing. complies with ASTME1300-04
D. QUALITY ASSURANCE
1.Miami-Dade Department of Permitting, Environment, and'Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. 'None.
F. STATEMENTS
1. Statement,letterof conformance to,the FBC-2007°and FBC-2010, dated'l0/07/11,
signed,and sealed by Anthony Lynn Miller; P.E.
2: ;Staternent letter_of no financial interest; dated 10/07/1`1,.sigried:andsealed by Anthony
Lynn Miller, T.E.
3. Proposal No: 104066 issued:by BNC, dated ::11/09/`1:0, signed by Ishaq Chanda, P.E.
G. OTHERS .
L Notice ~of Acceptance No. ,11-0614 01, .issued to PGT:Industries for their Series "SH- '
200" Aluminum Single Hung Window - N.I., approved orr 09/01 d expiring on
01/01/16.
1VIan erez,:P.E.
Product:Co it Examiner
NOA No.11-1013.12
Expiration Date: :September 01, _2016
Approval Date: December 08, 2011
GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE: INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADS. COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 6 & 5, SHEET 4 & 6.
4) MASONRY ANCHORS MAY. BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/P"THICK OR GREATER. 1X AND 2X SUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE: WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS
OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & (3, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS:
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH. TO THE
SUBSTRATE: USE SHIMS -CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW,
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTNI
E13DO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300. - -
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
" THE REQUIRED DESIGN PRESSURE. THE 331136A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NOA: ANSI/AFRPA NDS-2005
FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME). -
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE,FROM THE TABLES ON SHEETS 2 & 3.
—� 53-im-TIP-TO-TIP WIDTH
52-1/8" BUCK WIDTH
NO ANCHORS 49.118"
REQUIRED IN VISIBLE.LIGHT
FLANGE
FRAME HEAD B
A I�
8" MAX. FROM L.—
CENTER OF
MEETING
RAIL _
8" MAX. FROM
CENTER OF
MEETING
RAIL 1
1_
9" MAX.
_
35-112"
771;VISIBLE
21,E LIGHT
M�
78"
I
TIP-T
TIPO
-- 77" HEIGHT
A BUCK
/
HEIGHT
23"
MAX. O.C.
9 NO ANCHORS REQUIRED
MAX. IN FLANGE FRAME SILL
[TYP FLANGE _FRAME'ELEVA.T,I.ON
<—�—_ (TESTED=UNIT)x•-
DESIGN PRESSURE RATING
IMPACT RATING
VARIES.
SEE SHEETS 2 & 3
• NOT RATED FOR
IMPACT RESISTANCE
WIDTH —►{
-
)-.— WIDTH -r{
HEIGHT
HEIGHT
`%'�pENSF..'CF� i
LLJ
/
—up
tTAI-jOF
EOUALLITE
PROVIEW/ORIEL
.
ARCIITOPPROVIEW/ORIEL
RAMUSTOPEOUALLITE
�jOT•'• F•LQR��{`-,•' U,\ �\
• •
-
1070 TECHNOLOGY DRIVE
N. VENICE, FL
�` •..... ��
,SSlONA��` \
34275
P.O. BOX 1529
rll llll���
NOKOMIS; FL 34274
'
_ _
...
A. LYNN MILLER, RE
P,E.fF .
G8705 _ _
CERT. OF AUTH. 29296
62-1/8' BUCK WIDTH -
_ 49-1/B"
VISIBLE LIGHT
3" MAX. D ,
C //I
/VISIBLE
/ LIGHT
5" MAX, D.C.
BUC
C
/ UC
K .
/ HEIGHT '
3" MAX. —/ ..
— 6" MAX. O; C. .
TYP, INTEGRAL FIN. FRAME ELEVATION
(TESTED UNIT}
311111F Tn RI-IFFTC-
GENERAL NOTES .......:........:....... 1
ELEVATIONS .........................:...... 1
DESIGN PRESSURES....:.......2 & 3
INSTALLATION, FLANGE ............. 4
INSTALLATION, INTEGRAL FIN...5
ANCHOR QUANTITIES: ................ 6
GLAZING DETAILS ....................... 7
CORNER ASSEMBLY ................... 7
EXTRUSION PROFILES................B
PARTS LIST...................................8
m uy: Uote: Revlslon:
JJ 10/10/11 2010 FBC
PRODUCTRBVISP- "
es complying wBltll� ' �
Building Code
Acceptance No
,pi{align DatcBI
14
Ala. Dade Prodoet�pk
lJ
GENERAL NOTES & ELEVATION J ROSOW
0°ta:
31NGLE HUNG WINDOW INSTALLATION 05/1'
Series/Model: Score: 5f,eel: - Drawing
SH-200 NTS 1 OF 8 MD-SH2O0-01
TABLE 1:
Maximum
Sash Height'
design Pressure (Ibslftz) for Glass Type A, Fill & Flange Frallie
Window
Height'
(see Figure A this sheet)
Maximum Window Width'
191/6'
26-1/2'
33
37"
41'
q5"
49'
53-1/8
23"
11=9/18 (Equal Lite)
+55 0 90.0
+55 0 -90.0
+55,0 I . •90,D
+55 0 90.0.
+55.0 I -90.0
+55.0 -90.0
+55.0 (, -90.0
+55.0
I -9D.0
under 15-9/ie"
455.0 , -96.0
+55.0 =90.0
+55.0 , >75.2
+55,0 .65.5
+5b.0 "-57.3
+50.2 , -50.2
+44.8 , 44.8
+39.9
-39.9
37"
18-9/16' (Equal Lite)..
+55.0 -9D.0
+55.0'' -90.0
.+55.0 -84.2
+55.0 -74.5
+55.0 -68.5
+55.0' -81.0
+55.0 -57:7
+55.0
-65,0
over 169116"
+55.0
,90,0
+55.0
-90.0
+55.0
-75.2
+55.0
.65.5
+56.0 -67.3
+50.2' -50.2
+qq.g I q4.8
+39.9
-39.9
ender 16 718"
+65 0
90.0
+55.0
-B7 1
+55.0
.73.4
+55 0
( -63.8
+55.0 =56.8
+50 0 I -50.0
+44.8 I 44.8
+40.0
( -00.0
38.318"
16-7/8' thru 19-3/18 3
1
+55 0
, 90.0
+65.0
-90 0
+65.0
-78.7
+55.0
-68.0
+65.0 , -58:5
+51 1 ; -51.1
+45.9 45.9
+41.3
-01.3
19-1l4",(Equal Lite) :
+55.0
-90.0
+65.0
=90.0
+55.0
-82.7
+55.0
-72.6
+55.0 -63.5
+55.0 -57.9
+54.2 -54.2
+51.6
-51.6
over 19-1/4" , ._. _
+55 0
-90.0
+55.0
-67.1
+55..0
-73.4
+55.0
763.8
+65.0' -56.8
+50.0-50.0
+44.8 .44.8
+40.0
-40.0
under 19-9/16"
+55 0
.-81.5
+55.0
-72.3
+55.0
-61:3
+55.0
-55.3
+5D.5. -50.5
+q5.8,8
+42.0 42.0
+38:7
I -38.7
45"
19-9/16 thru 22-,
.
.
-
-56.9..
+5D.1 -50.1
+44,8 I -04.8
+q0.0
40.0
22.9/16" (Equal LRe)..
+65 0
-90.0
+55.0
-90.0
+55.0
-78.6
+55.0
, -88.1
+55.0 -58.5
+51.1 , -51.1
+q6.0 46.0
+4].4
-01.4
over 22 9/18".
+55 0
-61.6
+55.0
-72.3
+55:0
I '61.3.
+55.0
-55.3
+50.5 -50.5
+45.8 45.8
+42.0 i -42.0
+38.71
-38.7
under 201/8"
{55.0
i 71.6
+55.0
-62.8
+55.0
-55.4
+50.31
-50.3
+45.9 -05.9
+41.7 41 7
t38.9 i -38:9
+38.2
-36.2
49„
20-1/8" thn124.1/2 3
+55 0
90:0
._
+55 0
-82.5
+55.0
I -69.5
+55.0
I -81.6
455.6 -55.4
+49.3 1 -49.3
+44.6 I -44.6
+40.0
-40.0
24.9/16 (Equal Lite)
+55 0
=90:0
+55,0
-90.0
-78.4
+55.0
1 68.5
+55.0 1 -57.8
+50.4 -50.4
+q5.0 45.0
+q0.1
! 40.1
o er 24 9/18"
+55 0
-71.6
+b5.0
62 8
+55.0
-55,4
+50.3
-50.3
+q5,8 -06,9
+41.7 -01.7
+38.9 -38.8
+36.2
-36.2
under2013/16'
+650
-67.8
+55.0
=59,9
+53.3
-53.3
+48.5'
-48.5
+44.1 44.1
#402 40.2
+37.6' -37.6
+34.8'
-34.8
50-5/8"
20-13118' Ihru 24-11116 .3
+55 0
=89.8
+55.0
80.3
+55.0
•87.7
+55.0
-60.6
+54.2 j -54.2
+49.0 j -49.0
+44,2� -04.2
+40.0
-40.0
24-3/4 (EqusLLlte)
+55.0I
-90.0
+55.0
-00.0
+55.0
-75.4
+550
-65.7
+55.0I -57.4
+50.3 -50.3
+44,9 44.9
+39.9
-39.9
oar 24 3/4"
+55 0
07.6
. +55.0
,=599
t53:3
-53.3
+48.5
. -08.5
+44.1 , -44.1
+40.2 40.2
+37:6 -37.6
+34.8
-34.8
under 24 15/18"
+55 0
-5E):0
+43.8
43 8
+41.9
A1.9
+39.1
-39.1
+36.0 ' -36.0
+32.6 -32.6
+30.0 -30.0
+27.6
-27.8
61"
24-15/16 thru po-5l8 3
"65 01
-+55.0
-75:0
+55.0
-66.0
+65.0
j .57.4
+51.9
=51.9
+47.4 -47.4
+43.2 43.2
+39.9 -39.9
+37.3
-37.3
30-9/16' (Equal Lite)
-87.9
+55.0
-75.8
+55.0
-66.6
+55.01
-59.7
+53.5 I -53.5
+48.7 -48.7
+43.9 1 -43.9
+39:9
-38.9
over 30-9/16"
+55 D
67.6
+65A
-59.9
+53.3
-53.3
+48.5 ;
-06.5
+44.1 , 44.1
+d0.2 40.2
+37.6 -37.6
+34.8 1
-34.8
under 25 3/4"
+54 7
-54.7
+41:2
41 2
+40.3 i-00:3
+37.8
-37.8
+34.6 34.6
+31.3 -31.3
+2g.9 , =28,9
+26.5
-28.5
63"
25-3/4 thru 31.518 3
+55.0
-72.0
+65.0
-63 2
+66.0
-55,7
+60.5
-50.5
+46.1 -06.1
+41.9' d1.9
+39.0' -39.0
+38:3
-36,3
31r9/16 (Equal Lite)
+55.0
-83.9
+66.0
•71.7
+55.0 i
-64.8
+55.0 j
-58.2
+52A 1 -52.4
+47.9 j -07.9
+q3.3 43.3
+39.7
-39.7
Over 31 9/161
+55 0 I
67.8
4-55.0 I
,-59.9
+5$.3 I
53.3
+48,5 I
-48.5
+44.1 1 •44.1
+40.2 I 40.2
+37.6 -37.6
+34.8
-34.8
under 29 3/4"
+53.3
53:3 "
+39 7
-39.7
+39.1 ,
39:1
+36.7
-36.7
+33.4 , -33.4
+30.3 -30.3
+28.0 -26.0
+25.8
-25.8
73„
29.3/4' lhru 36-518 3
.
+55.0
-810
+52.0
-62:0'
+48.2
-08.2
+44.0
44.0
+40.1 -40.1
+37.0' -37.0
+34.1 ' -84.1
+31.4
-31.4
38-9/16 .(EquaLLite)
+55.0
-68,3
+55:0
-56.3
+62.1 f
-52.1
+51.5
-51.6
+47.0 -47.0
+42.7( 42.7
+39.6 -39.6
+37,01'-37.0
over36-9/16"
+55.0
-87,8
+55.0
.-58.3'
+52.1I
-52.1
+48.6I
-08,5
+g4.11 -04.1
+q0.2 -40.2
+37.6 -37.6
+34.811
-34.8
under 31 3/4"
+53.3 ,
-53.3
4-39.7
-39.7
+39.1 ,
-39.1
+36.7
=38.7
+33.4 , -33.4
+30.3 , '30.3
+28.0 -28.0
+25.8
-25.8
78'
31-3Id thru 39 3
+55.0
58.3
+48.0
-48 0
+15.2
45.2
+ 11.2 ,
-01.2
+37.9 -37.9
+34.8 -34.8
+31.7 -31.7
+29.5
-29.5
30-1/16 (Equal Als) +55.0 62.5 +50.8 - 00.6 +46.3 6.6.3 +45.2 I -05.2 1 +44.2_ 1 -44.2 +q0.3 I -00.3 I.37.7 I -37.7 +34:9 -34.9
'
Tip to•tlp dimensions for flange windows shown. For fin windows or buck dimensions,.subtract V.
2 Overall sash height. For clear dayllghl heighl, subtract 3-9/16". _
3 Size range Includes the standard Pro -View (3-over-2 configuration) for the given Window Height:
For overall sash width, subtract 2-15116" from. the buck dimension.
TABLE 2: -
Monolithic Glass Types
A
1/8" Annealed
B
1/8" Tempered
C
3116" Annealed
D
3116" Tempered
E
114" Annealed
F"
1/4" Tempered -
PRODUCT REVISED
os ='Plyhro w11h dm Florida
Buildii,g Code Aeepton.No II-)01 12
F I lion Datc ,2C
Dy
Mlom ode FPuduct Conlr
X r-
r-
TABLE 3: U t?-.
Insulated Glass Types
G
118" Annealed, 114" Airspace, 1/8" Annealed
H
3116" Annealed, 3116" Airspace, 118" Annealed
1
118" Tempered, 1/4" Airspace, 1/8" Tempered
J
3/18" Tempered, 3J16" Airspace, 118" Tempered
oO
c
p'
Z
O
3
W
J
F-
Z
a
_
�
Z
FIGURE A: SASH
CROSS SECTION
MONOLITHIC
'• ('),
•' O
n
:�+
Q
O
(WITH
GLASS)
a Z
¢
l7
r^
2Z_
W
I�
li
0
jL
_
I�
1I
8
8 ..z
J
- VISIBLE 'LIGHT" - SASH
,HEIGHT - HEIGHT
$ 7
•k "7
$
•p
g
R W
O
ab• Z
SASH HEIGHT -3-9/16" �1
ct
-
in
- -
U
C)
z €
I
c
°
o
not
v\vvv1�111a3 rl/'',
�N/�iL
NOTES
.`�Q.. �•
1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8`
p0 ,n A
.9'.
ANNEALED GLASS (TYPE A). - _
_
� � 4i � �• a : _
w
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH
>
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
Z
cit
�.
4,...........
..... •' p�.
TABLE 4: -
Maximum
(n Desig Pressure Ibs/ft2 for Glass Type B - J Fin & Flange Frame
Window
Sash Height'
,
Height'
(see Figure A, this sheet)
Maximum Window Width'
19' "
264/2"
33"
fy37"d -
41"
45'
49'
r3"1I8
23"
11-9116" (Equal Lite)
+55.0,
90.0
+55.0)
-90.0
+55.0
-90.0
+55.0
-90.0
+55.01 -90.0WJ55555-00
0
+55.0 1 -90.0
under 18-9116"
+55.0
, -80:0
+65.0
-90.0
#55.0
, -90.0
+65.0
, -90.0
+65.0 =90.0
+55.0 , -78.0
+55.0 -72.37"
16-9/16" (Equal Lite)
+55.0
-90.0
+55.0
-90.0
+55;0
-90:0
+55.0'
•90,0
+55.0 -90.00
+55.0' -81.1
+55.0 -73.4
over 18.9/16"
+660
i -900
+550
i -90.0
+55.01
-90.0
+55.0
-90.0
+55.0 j -90.0,
+55..0 -78.0
+55.01 -72.9
under 15-7/8"
+55.0
( -90.0
.+55.0
-90.0
+55.0
I --90.0
+55.0(
-90.0
+55.0 •88.58
+55,0 -75.0
+55.0 I -68.5
15-718" thru 19-3/16" 3.
+55.0
-90.0
+55.01
-90.0
+55.0
-90.0
+55.0
, -90.0
+55.0 -90.0
+55.0 -87.9
+55.0 1 -78.8
+65.0 1 -71.2
[19 1' (Equal llte) ..
+55 0'+80.0
+55.0
, -90.0
+65.0
-90.0
-14L5 g 5
,-90:0
+55.0 r -90.0
+55.0 , -87.9
+55.0i -78.8
+55.0 -71.2
offer 19-1/4"
+55.0
-90.0
+55.0'
-90.0
+55.0
-90.0
+55.0
-90.0
+55.0 i -88.5
+55.0 -75.0
+55.0 -68.5
under 19-9/16"
+55.0!,-90.0
+55.0
I -90.0
4-55.0
j -90.0
+55.0
( -86.6
+56.0 ( -80.2
+55.0 1 -73.2
+55.0 1 -66.3
+65.11 -59,7
45"
19-9/16" thru 22-518 3
+55 0
-90.0
+55.0
-90.0
+55.01
-90.0
+55.0
-90.0
+55.0 1 -89.1
+55.0 1 -78.5
+55.0 -70.0
+55.0 j -63.0
22-9/16" (Equal Lite)
+66.0
-90.0
+65.D
, -90.0
+55.0
, -90.0
+55.0
, -90.0
+55.0 -69.3
+55.0 -78.5
+55.0 ; -70.0
+55.0 , -63.0
over''-9/16"'
+55.0'
-90:0
+55.0
-90.0
+55.0I
-90.0
+55.0
-86.5
+55.0 -80.2
+55.0 -73.2
+55.0 66.3
+55.0i -59.7
under 20 118"
+65 0
-90,0.
+55.0
-90.0
+55.0'
-86.0
+55.0
-81.8
+55.01 .-75.7
+55.0 1 -69.2
+55.0 -62.8
+55.0 f -57.7
49„
204/6' thru 24-1/2 '
+55 0
-90.0
+55.0
-90.0
+55.0
•90.0
+55:0
-90.0
+55.0 1 -84.8
+55.0 1 -74.2
+55.0 I -65.91
+ 'TO I_=5�1J
$4 9418 (EquaLGile)
+55.0
-90.0
+55.o
-90.0
+65.0
-90.0
+55.0
-90:0
+55.0 , ,84.8
+55.0 -74.2
+55.0 ; -65.9
+55.01
over 24-9/16"
+55.0
-90.0
+55.0
-90.0
+55m
-86.0
+55.0
I -81,8
+55,0_I -75.7
+55.0 , -69,2
+55.0 62.8
+55.0 , -57.7
under20-13/16"
+65.0
-90.0
+65.0
-90.0
+56.0
-83.5
+55.0
-79.1
+55.0' -74.0
+55:0 -67.3
+55.0' -61.9
+55.0 -56.8
20.13H 13' thru 24 11/18' 3
+55.0
-90.0
+55.0
-+65.0
-90.0
+55:0
90.0
+55 0
90.0
+65.0 -83.2
+55.0 j -72.7
+55.0 j -64.5
+55.0 ( 57.8
2f 4 3l4 (Equal_Lile)m
+55.0
-90.0
-90.0
1 +55.0
90.0
+ 55
' O D>
+55.0 -83.2
+55.0 I -72.7
+55.0 -64.5
+55 0_-5z'_B`
over 24 314"
+65.0
-90.0
+55.0
790.0
+55.0
-83.5
+Mo
, -79.1
+55.0, -74.0
+55 0 1 -67.3
+55.0 , -61.9
+55.0 , -56.8
under24-15/16"
+65.0
-87.9
+55.0'
-75.6
+55.0
-65.7
+55.01
62.3
+55.0 -60.0
+5501 -56.5
+53.2 -53.2
+49.6' -49.6
61"
24-16/16 thrU 30-5/8" 3
+55.0
f -87.9
+65.0
-76.8
+66.01
-74.1
+55.01
-74A
+55.0 - 44.1
+ 0 - 55.5
+ 0 -57.5
+51.1 I - 11.1
30-9/16" (Equal Lite)
+55.0
I -87.9
+55.0 I
-75.8
+55.0
-74.1 .
+55.0
I .74.1
+55.0 1 - 44.1
+55.0 -65.5
+55.0 1 -57.5
+51.1 -51.1
over 30 9/18".
+55.0
-87.9
+.55,0
-75.6
+55.0
-74.1
+55.0
,-74.1+55.0,1
-74.0
+55;0 I -65.5
+55.0 -57.5
under 26-314" -
+65.0
-83.9
+55.0. ,
•71.7
+55.0
-62.0
+55.0 ,
-59.9
+55,0 -57.6
+64.5 -54.5
+51.3 -51 3
+48.3 -48.3
63"
25-314' thru 31.5/B 3
+55.0'
-83.9
+55.0
-71.7
+55.0
-69A
+55.0
-69.4
+65.0' •69.4
+55.01 -64.5
+55.0' -66.5
+50.2 -50.2
31=9116 (Equal Lite)
+55.0
=83.9
+55.0
•71.7
+55.0 j
-69.4
+55.0
- 99.4
+55.01 •69.4
+55.0' - 44.5
+55.0 -56.5
+50.2 j -50.2
over 31 9/18'
+55.0
-83.9
+55.0
771.7
+55.0 I
-69.4
+55.0
•69.4
+55.0 i -69.4
+66.0 ! -64,5
+55.0 -56.5
+50.2 I -50.2
'
under 29-3/4"
+55.0
-68.3
+65.0
-56.3
+52.1 ,
-52.1
+51.5
-51.5
+51,5 -51.5
+51.5 , -51.5
+50.0 , -50.0
+46.4 -06.4
73„
29-3/4"thru 36-5/8"3
+55.0'
-68.3
+55.0
-56.3
+52.1'
-62.1
+51.5'
-51.5
+51.5' -51.5
+51.5' -51.5
+51.5' -51.5
+46.4 -06.4
38.9116' (Equal Lite)
+55.0
-68.3
+55.0 I
-56.3
+52.1 +
-52.1
+61.5
-51.5
+51.5 1 -51.5
+51.5 i -51.5
+51.5 1 -51.5
+46A ' 46.4
Dyer 36-9116"
+55 0
-68.3
+65.0
-56.3
+52.1 I
-52.1
+51.5 I
_-51.5
+51.5 1 -51.5
+51.5 -51.5 1
+51:5 -51.5
+46.4 -46.4
under 31-3/4"
+55 0
-62.5
+50.8
-50.8
+46.3
-06.3
+45.2
-45.2
+45.0 , -45.0
+45.0 , -05.0
+45.0 -05.0
+45.0 45.0
78"
31-314 thru 39" 3
+65.0
-62.5
+50.8
-50.8
+46,3 ,
-06.3
+45.2
-05.2
+45.0 -45.0
+45.0 , -45.0
+45.0, -45.0
+46.0 •45.0
39-1116" (Equal Lite) +55:0' -62.5 +60.8' -50.8 +q6.3 i -06.3 +45.2 i -05.2 +q5.0 i -45.0 +45.0 i -45.0 +45.0 i -45.0 +45.0 i 45.0
'
Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract V.
2 Overall sash height. For clear daylight height, subtract 3-9116".
3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height.
For overall sash width, subtract 2A5116" from the buck dimension.
TABLE 2:
Monolithic Glass Types
A
118" Annealed
B
118" Tempered
C
3116" Annealed
D
3116" Tempered
E
1I4" Annealed
F
1/4" Tempered
PRODUCT REVISED
as complying with the Florid8
n0dihp: Code .
- Acrcplffl,ceNo 0- I ,12
Expiration Date )t
ny
Miami ade pcadagt.. "I
Y .-
TABLE 3:
Insulated. Glass Types
�i
1/8 Annealed 1/4 Airspace 118"Annealed
H
Cl�-'�18
3/16 Annealed 3116_Airspace 1/8" Annealed
�Tetiipered 1l4�Airspace,:�78"T_• e`�mpered
J
3116". Tempered, 3/16" Airspace, 1!6" Tempered
0
�09
0
�09
to
z
0
o
W
_I
z
a
UJI
z
z
FIGURE A: SASH
S 0
S
?
CROSS SECTION
(WITH I.G. GLASS) •
Z
w
Q
z
II
W
W
Z
111 I
�
it
8 ID
e
Z
I�
W
J
VISIBLE LIGHT III I HEIGHT SASH
111. i -
'-7
E
W
W t7)
(7
Z
HEIGHT II I
I I
a
a
r A
SASH HEIGHT =3-9116 jlj 1
I
jij I
,.or`x
zoo
xUon
0
4
�i
-
-J
\�1t 11111111 j�
VOTES
'•.
�Q-
1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS
` 6•.
:-� o `o O Q'• 4
TYPES B - J. NOT APPLICABLE WITH 1/e" ANNEALED GLASS (TYPE A).
p
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR2
z •' '% ° ' C
HEIGHT DIMENSION SHOWN ON THE TABLE,
Y''••�
INSTALLATION D
INSTALLATION
OPTION 1
CURVED HEADER
INSTALLATION INTO WOOD
2X SEE NOTE2, THIS SHEET.
1.465"
l -
VISIBLE,
LIGHT, '
HEIGHT
41
2.751" .9
RUCK EXTERIOR - f
HEIGHT l
a..
VVt
OPTIONAL ADOON
13
EMBEDMENT -
FLANGE @ HEAD;
SILL 8 JAMBS
-.
4
EDGE
-
DISTANCE
EMBEDMENT
"
_L114"MAX
-
TYP. ANCHOR
TYPE -
114�
EMBEDMENT
SHIM
MAX
ANDEDGE
TYP. ANCHOR TYPE,
SHIM
.AND
PER
. EMBEDMENTAND
I
SUBSTRATE,
EDGE DISTANCE
-,1
SEETABLE
PER SUBSTRATE,
THIS SHEET:
SEE TABLE 6,THIS _
- i ..INSTALLATION
-
SHEET.
OPTION 1 .
INSTALLATION
..
STRAIGHT HEADER
OPTION
USE EITHER
_ LATCH (# 28) OR
BOTT.OMLOCK
INSTALLATION ONTO
2
INSTALLATION
WOOD 2X. NO ANCHORS
ANCHORS DIRECTLY,
-
REQUIRED AT HEADER.
INTO MASONRY,
::
114" MAX. SHIM
- TABLE 5: -
#12STEEL
SELF -DRILLING
SMS (05),.SEE
TABLE 6, THIS
-
SHEET
_
.
ur-r0-TIP 32 (#11).TESTED INSTALLATION
HEIGHT UNITLOCATION: ANCHORS
35 1 I 6-5/8 EN" FROM DIRECTLY INTO
J— I Ij 64 VENT END: METAL,
VISIBLE 3
LIGHT _ -
HEIGHT I I) 34 DADE APPROVED MULLION,
ALUMINUM, STEEL FRAMING OR _ EXTERIOR
,I 11 STEEL STUD. SEE SUBSTRATE
CONCRETE/CMU
PERANCHOR
REQUIREMENT
1/4" MAX
-SHIM
CONCRETE/CMU .
.PERANCHOR
REQUIREMENT TYP. ANCF
TYPE, -
EMSEDME
EDGE DIS1
••, PER SUBS
SEE TABLI
I I . THIS SHEE
EMBE
2 EDGE
E
ff
EXTERIOR INSTALLATIOI`
-- VISIBLE LIGHT WIDTH V OPTION 3
INSTALLATION ANCH(
BUCK WIDTH. THROUGH 1XBUdKS1
TIP -TO -TIP WIDTH _ INTO MASONRY.
HORIZONTAL SECTION A -A
EGRESS FORMULAS
substrate Min. Edge Min, (EQUAL-LITE)
Distance EmhedmenE WIDTH: TIP -TO -TIP WIDTH -4°
Ungrouted CMU; (ASTM C-90) 1" 1-1l4" HEIGHT: TIP TO -TIP WIDTH/2-6-
WIDTH (SASH) TIP -TO -TIP WIDTH -
WIDTH (FIXED) TIP -TO -TIP WIDTH -
HEIGHT:-(TIPJO-TIP HEIGHT- 7-1/1
- I I PROPERTIES, TABLE 6. THIS SHEET. READS BEYOND THE METAL. SUBSTRATE.. -
NOTES
43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2.264" 31. 20 - -
2X WOOD 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THI§.SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" Tfi1CK ARE TO BE CONSIDERED,IX INSTALLATIONS.
SEE
N67E 2' 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS
THISNOTE 2, ' - (WHEN USED) SHALL BE DESIGNED; TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE. RESPONSIBILITY OF THE PRODUCTREVISED -
THIS SHEET. - ENGINEER OR ARCHITECT OF RECORD.. ,
wmPlyirrg with the Florida
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 111 I I I I f I / Beilding Code
Accepfanec No -1 l )O1 f 2 REFERRED TO AS DAYLIGHT OPENING) IS ��\� ONY LYNN 4q� �/�� Revfaed By: Date: Revfafon; Ba irnlipn lfile' J(e
MEASURED FROM BEADINGTO BEADING. ��..: (( i
` 1i4"MAxsHIM Q�.•' �10ENSF' •.(�,p �; �J 10/10/11 _ NO CHANGE Dy `�-
* ; * Revfeed By: Dote: Rev7efon: Mioml odc Prodncl onlr F
NO ANCHORS No. 58705
REQUIRED IN - CONCRETE PER '- -
FLANGE ANCHOR. !-O a * - - ® Deocrfptfon: - Drown aiy: FRAME SILL v REQUIREMENT o ry fl �; FLANGE FRAME INSTALLATION DETAILS. J R050W;
''.;rtORIDP,.•' �`\ 1070 TECHNOLOGY DRIVE nu,:
N. VENICE, FL 34275 Dole:
VERTICAL SECTION B-B ' rs/O/�AL ECG P.D. BOX 1529, SINGLE WINDOW INSTALLATION
HUNG
rrf 11, f 11111` NOKOMIS, FL 34274 Sallee/Model: Scafe: Sheer: Oiawfng No. 05
_ - - A. LYNWIULER, P.E.
p.E.#58706 CERT. OF AUTH, #29296 SH-200 NTS 4�OF 8 MD=SH2O0-01 /1 1
Anchor.
Group
37H
Anchor
A
1/4" 410,SS CreteF.iex
'
P.T. Southern Pine (SG_ .55)
9/18
1-3/811
B
#12 Steel SMS.
Screw (G5)
Aluminum,-8083-T5 min.
3/8"
1/8"•
Steel Stud, Gr. 33 min.`
3/8"
0.0346 (20 Ga)-
A36.Steel
3/8"
V8-
114" 410 SS CreteFlex
P.T soulhem Pine (SG = :55)
1"
Concrele (min. 3.35 kei)
Ungrouted CMU, (ASTM C-90)
1 3/4" -
1-1/4"
C
' MIMIMUM
-.114" St4l.Ultracon
OF
P.T. Southern Pine (SG = .55)
1 ;
1-3/8,,
Concrete (min. 2.7 kei)
- T.
1-3/8".
Ungrouted CMU, (ASTM C-90)
1"
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
I 2X WOOD, SEE NOTE 2, THIS SHEET
Ji-_ EMBEDMENT
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
_
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
DISTANCE
1
6
1.465"
i
VISIBLE
LIGHT I
HEIGHT
41
EXTERIOR
Z76V a
BUCK
HEIGHT
35
VISIBLE
LIGHT
HEIGHT
43
2.264" 31 _
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 6, THIS SHEET:
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
1/4" MAX SHIM
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE G. THIS
SHEET.
USE EITHER
.LATCH (N 29) OR
32 BOTTOM LOCK
(011). TESTED
UNIT LOCATION:
6-5/8" FROM
n VENT END,
r - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE —`-I
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
m wooD,
EMBEDMENT — SEE NOTE 2,
THIS SHEET
EDGE 2X WOOD,
DISTANCE � —�. SEE NOTE 2,
THIS SHEET
EDGE J
DISTANCE
EMBEDMENT
1/q"MAX SHIM
4 TYP- ANCHOR TYPE,
EMBEDMENT AND EDGE
EDGE
DISTANCE EDGE DISTANCE 1/4" MAX -SHIM —►l _ EDGE
1/4" MAX SHIM I IDISTANCE ~ TYP. ANCHOR TYPE;
EMBEDMENT AND EDGE (�j 2X WOOD, SEE
DISTANCE PER SUBSTRATE, I I O 11 NOTE S
SHEET
SEE TABLE 6, THIS SHEET. II(u1 II IIFSHEET
HORIZONTAL SECTION C-C , \
DISTANCE PER SUBSTRATE, INSTALLATION c
INSTALLATION SEE TABLE 6, THIS SHEET.
OPTION E
STRAIGHT HEADER
INSTALLATION ANCHOR
(SCREW) THROUGH THE FIN
INSTALLATION
OPTION 7
INSTALLATION
ANCHOR(SCREW)
THROUGH THE FIN
#10 STEEL
SELF -DRILLING
SMS (G5)
1/4" MAX. SHIM
/ " EXTIE�RIOR �°.J—�
�v V
20 ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
_ TABLE 6, THIS SHEET.
v NOTES
OPTION 5
INSTALLATION
ANCHOR (SCREW)
THROUGH THE FIN
MULLION SECTION
DADE APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL. MAX.
1/4" SHIM. SEE SUBSTRATE
PROPERTIES, TABLE 6, THIS SHEET.
TARI F A•
EXTIERI IOR
V
VISIBLE LIGHT WIDTH
— BUCK WIDTH -
.EMBEDMENT
z_I
J0
INSTALLATION
OPTION 6
INSTALLATION AN-,,—
EXTERIOR (NAIL) THROUGH T
v EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: BUCK WIDTH - 3"
HEIGHT: BUCK HEIGHT/2 - 5-V
VISIBLE LIGHT FORMUI
(EQUAL-LITE)
WIDTH (SASH): BUCK WIDTH -4
WIDTH (FIXED): BUCK WIDTH
HEIGHT: (BUCK HEIGHT.- 6-1l16'
PRODUCT' REVIS
1) USE ONLY SUBSTRATE IMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. ns avmplyfng with 1, a
1/4" MAX SHIM I1 I I I,M UuI1dTn Colo
APPROPRIATE ANCHORS LISTED 1i / 8
�� LYNN r� Revised B Accc Innce No DIO. /2
ON TABLE 8 OF THIS SHEET. \�� ONV ✓1fIle i� Y: Hole: Revsion: Ex i uRon DNe 0/(
FOLLOW EMBEDMENT AND EDGE '�� •• 10ENS F
EDGE DISTANCE LIMITS. ANY . Q�;'- V E '••'� JJ 10/10/11 NO CHANGE By
DISTANCE INSTALLATION OPTION SHOWN -k ;' •'. * Revised By: Dofe: Revision: Mimni ndo Pmducl Com 1'
] MAY BE USED ON ANY SIDE OF THE = N0. 58705
EDGE WINDOW.
DISTANCE (v Deecrlpffon: Brown By:
2)2X WOOD FRAMING OR BUCK, %� ••, to f" ii :' <c/; FIN FRAE INSTALLATION
M
Anchor
Substrate
' -
Min. Edge
Distance
Min.
Embedment
2-1l2" x ,113" Box Nall
P.T. Southern Pine (SG = .55)
1/2"
2-7l18"
2-1/2" x .131" Common Nall
P.T. Southern Pine (SG = •55)
9116"
2-7/16"
2-1/2" x .145" Roofing Nall
P.T. Southern Pine (SG = .55)
9/16"
2-7/16"
#10 Steel SMS Screw (G5)
P.T. Southern Pine (SG = .55)
3/4"
1-3/8"
Aluminum, 6063-T5 min.
3/8"
1/8"
Steel Stud, (3r. 33 min.
3/8"
0.036
A36 Steel
3/8"
ve"
— EMBEDMENT =•" I
1-112"THICK ORGREA7ER.
% '•, STATE OF Q/
•'
DETAILS
J RUSOW;
2X WOOD, SEE NOTE 2, THIS SHEET
3)VISIBLE LIGHT WIDTIi OR HEIGHT
REFERRED
�` •., "tOR1pP;.•' \��
��SS' •••••' ��G �`
'r,rl
1070 TECHNOLOGY ORNE
N. VENICE, FL 34275
P.O. BOX 1529_05/11
rNe:
SINGLE HUNG WINDOW INSTALLATION
Dole!
DefB:
(ALSO TO AS DAYLIGHT
NAX- . 0
r oI a a
NOKOMIS: FL 34274
RTICAL SECTION D-D
OPENING) IS MEASURED FROM
BEADING TO BEADING.
I 111 a
A. LYNN ALLER, P.E.
Seriee/Modal:
Scare:
Sheol!
Orawfnp No.
-
REX58705
CERT. OF AUTH. P29296
SH-200
NTS
50 F 8
MD-5H2O0-01
TAnI F >-
Anchorquantitles Required, Flange Frame
-
16.1/8" 26-112.
33"
Maximum Windo'rr Wldih1-
-
-
41"
Maxlmunl � - '45". 4B" - 53.1/6"
Windovi Sash Height ° Group A Group.B Group C Group A Group B Group C Group A Group B Group C Group A Group S Group C Gmup A Group B Gmup C Group A Gmup S Groupp
Height r (see Figure A, Ihls sheelj a o: It: rx o: tieB-i
o:
rr rc
o:
Group A
Group B Group
C Group
A Oroup
B GNup
C
m o f
f
o:a mo:
mmmmmo:
m
min.......
a
m
23" 11-9/16" (Equal Lite) 2 2 2 2
da
a ¢
2 2 2 2 2-2-2
Under 16-6116` 2 2 2 2 2 2 2 2 2 2
2 2
2 2.
2 2
2 2
2 2
2
22
2 2 2
2 2 2 2
2 2 2 2 2
2 2
2 2 2
2 2
7. 2
2 2
2
2
37" i6.9/10" (Equal Llte) 2 2. 2 2 2 2 2 2
2 3,
2 3
2 2
2 3
2 3
2
2 2
3 2 3
2 3 2 4
2 3 2 3
2
3 2 3
2 4
2 3
2 3
2
2 2 2
2 2
2 2
2 2
2owr 2
2 2
2
2 2
3 3' 2
2 2 2 3
3 3 3 2
3
3 3 2
2 2 2 2 2 ,2 2 2 2 2 2
2 2
3 2
3 2
2 2
3 2
3
2 2
2
2 3
3 3
3 2,
2
under187/8'1.
under l6.7l6" -_ 2. 2 2 2 2 2 3 2 2 2 2
2
31 2
3 2 3 2
4 2 3 2
4
2 3 2
3 2
4 2
3 2
3
.
15.7/8" IhN 18-3/18" a 2 2 2 2 2
3
2 3
2 2
2 3,
2 3
2
3 2
4 2 3
2, 3 2 4-
2 3 2 3
J23
2
3 2 3
2 4
2 3
2 3
2
38.3/8" 2 2 2 2 2 2
2 3
2 2
2 2
2 3
2 3
2
2 2
3
2 2 2 3
2 3 2 3
2
3 2
0.114°(EqualLlle)22222222222
2 2
2 2
2 1 2
2 3
3 2
2
2 2
22
2 2 7
3 3 3
3
2 3
2 3
2 2
2
o\er 18-il4"2 2 2 2 2 2 3 2 2 2
2 2
3 2
3 2
2 2
2
3
3 3 2
2 3
3 3
3 2
2
19.8118" 2222 2 2 3 2 3
3 2.
3
2 3
2
3 2 3 2
4 2 3 2
4
2 32
3 2
a 2under
2 2
19.9/1B`Ihlu
2 4
2 3
2 3
2 4
2 3
2
3 2
4
2 3 2 4
2 4 2 3
2
4 2 3
2 4
2 3
22-5/6'� 2 2 2 2 2 2 2 2 2 2 2
45"
2 3
2 3
2 2
2 3
2 3
2
3 2
3
2 3
2
22-9/18" (Equal Lite) 2 2 2- 2 2 2 2 2 2 2 2
2 3
2 3 2 3
3 3 2 3 2
3 2
3 2 3
2 3
2 3
2 3
2
over 22.8118' 2 2 2 2 2 2 3 2
3 2
2 2
2 3
3 3
3
2 2
3
3 2 2 3
3 3 3 2 2
3 3
3 3 2
2 3
3 3
3 2
2
,2 3 2
under 20-1/8' 2 2 2 2
2 2
4 2
3 2
3 2
4 2
3
2 321124
2 3 2
4 2 4 2 3
2 4
2 4� 2
3 2
4 2
31 2
3
2 2 3 2 3 2 3
2 4
2 3
2 1 3
2 4
2 4
2 1
3 2
4 2 4
2 3 2 4
2 4 2 3 2
4 2
4B" 22 2 2 2 2 3 2 2 2 2
2 3
2 3
2 2
4
3 3
2
4 2 3
2 4
2 4
2 1 3
2
2 2 2 2 2 2 2 2 2 2 2
�5m.
-2
3 2
43 3
2 3 2 4
3 32 3 2
3 3
3 2 3
2. 3
2 3
2 3
2
1. 2 2; 2 2 2 2
2 3
3 3
3. 2
2 3
3 3
-3
2 2
3 3 33
2 2 3
3 3 3 2 2
3 3
3 3 2
2 3
3 3
3 2
2
3 2 3 2
antler 20.13/18: 3 2 2 2 2
3 2
4 2
3 2
3 2
4 2
4
2 3
2 4 2
4 2 3 2
4 2. 4 2 3
2 4
2 4.1 2
3 2
4 2
4 2
3
,..' ,. ,2 3 2 3 2 3
2 4
2 4
2 3
2 4
2 4
2
3 2
4 2 4
2 3 2 4
2 4 2 3 2
4 2
4 2 3
2 4
2.4
50.518" 20-13/10" lhm 24 11/1e" 2 2 2 2 2 2 3 2 2 2 2
2 3
2 3
2 3
2 4
3 3
2
3 2
4 3 3
2 3 2
2 1 3
2
24-3/4" (Equal Lite) 2 2. 2 2 2 2 2 2 2 2 2
2 3
4
3 3 2 3 2
4 3
1 3 2 3T23
3 3
2 3
2
oter24J14', 2 3 22 2 2 3
3 3
3 2.
2 3
3 3
3
2 2
3 3 3
3 3 3 3
3 3 3 2 2
3 3
3 3 2
3 3
3 22
,2 2 3 2
73
3 2
4 2
4 2
3 2
4 2
4
2 3
2 4 2
4 2 3 2
4 2 4 2 32
4
2 4 2
under 24-15/18" _ 3- 3 3 3 4 3 3 3 3
3 4
3 4
3 3
3 4
3 4
3
3 3
4 2
4 2
3
24.15/16"lhN 3D-516"�. 2 '2 2 2 2 2 3 2 3 2 2
2 3
4 3 4
3 3 3 5
3 4. 3 3 3
5 3
4 3 4
3 5
3 4
3 4
3
81"
30-9116" (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2
2 3
2 3
2 4.
.3 3
2
3 2
4 3i 4
31 3 2 4
3 3 3 3 2
4 3
3 2 3
2 4
3 3
21 3
2
o\er30-8/18" 2 3 2 2 2 2
2 3
3 3
3 2
2 3
3 3
3
2 2
3 3 a
3 3 3 3
3 3 3 3 3
3 3
3 3 3
3 3
3 3
3 2
2
2. 3 2 3- 2
2 2
4 2
3 2
3. 2
4 2
3
2 3
3 4 2
4 2 3 3
4 2 4 2 3
2 4
2 4 2
3 2
4
under 2"14", __ 3. 2 3 2 3 2 4 2 3 2 3
2 4
2 3
2 3
2 4
2 4
2
3 2
2
2
3 2
3
25.T14" thru 31.OIW I 2 2 2 2 2 2 3 2 2 2 2
2 3
4 2 4
2 3 2 5
2 4 2 3 2
5 2
4 2 4
2 5
2
2 4
2
31-9l10' (Equal Lite) 2 2 2 2 2
2 3
2 2
2 4
3 3
2
3 2
4 3 3
3 1 3 2 4
3 A 3 3 2
4 3,
3 2 1 3
2 q
3 3
2 3
2
2 2 2 2 2 2
2 3
3 3
3 2
2 3
3 3
3
2 2
3 3 3
3 1 3 3 3
3 1 3 3 3 3
3 3
3 3 3
3 3
3
ever 31-9116"., 2 2.2 2 2 22 3 2 3 2
2 2
3 2
3, 2.
3 2
4 2
3
2 3
3 4 2
4
3
-2-3-2-3
3 2
2
29.314" 3 2 3 2. 3 2 2 3 2 3
2 3
2 3 3
4 2 4 2 3
3 4
2 4 2
3 3
4
;under .3
e,
2 3
2 3
2 4
2 3
2
3 2
4 2 4
2 3 2 4
2 4 2 3 25
2
4 2 4
2 5
2 4
2 4
2
7329 314" thru 36.5/8" 3 2 3 2 3. 2 3 2 3 2 ,3
2
2 3
2 3
2 3
2 3
2
3 2
3 2 3
2
36-0/W (Equal, Lite) 2 2 2 2 2 2 2 2 2 2 2
,3
2 2
2
13. 2 4
3 3 2 3 2
4 3
4 3 1 3
2 4
3 1 4
3 1 3
2
o\er 38.9/16"
2
2 2
2 3
3 2
2
2 2
3 3 3
3 2 2 3
3 3 3 2 2
3 3
3 3 3
3 3
3 3
3 3.
3
2 2 2 2 2 2 2 2 2 2 2
2 2
7 3 2
2 2
2 3
3 2
3
22
3 3 3
3 2
under " 3 2 2 3 2 '3 2 3 2 3
2 3
2 3
3 3 3 2 3
3 4
3 3 3
3 3
4, 3
. ,3.
76"
2 3
2 3
2 3
2 3
2
3 2
4 2 3
2 3 2 4
2 4 2 3 2
4 2
4 2 3
2 5
2 4
P132
thru31
01-014"IhN 38"a 32 3 2 3 2 3 2 3 2 3
2 3
2 3
2 3
2 3
2l 3
2
3 2
3 2 3
2
. 39-1116'(Equal Lite), 2 2 2 2 2 2 2 2 2
2
42
3 2 3
3 3 2 3. 2
4 3
3 2 3
3 4
3 4
,2 ,2
t
2
2 2
2
2 3
3 2
2
2 2
3 3 3
3, 2 2 3
3 3 3 2 2
3 3
3
Tip -to -lip dimensions for flange windows shown. For buck dimension sublrad( 1".
2 O\erali sash height. For clear daylight height, sub"6t 3-9116". '
a Size range Includes the slandaid Pro -View (3-o\er-2-configuFelloh) for the ghen Window
Height.
a" FROM
"MR" refers to "Meeting Rail".
For merall sash width, subtract 2.15/191 from the buck dimension.
SEAM
FOR ALL
9" MAX.
NOTES
FLANGED
WINDOWS WITH
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
A CURVED
ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP,
�
HEADER, AN
ADDITIONAL
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1.
-
ANCHOR IS
REQUIRED AT
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH
_
THE CENTER OF
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
THE HEADER.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS,
PRODUCT RMSE15
ne canlptying with the Florida
Building Code
Expiration
Noe
Unlo I
By
Mimnr Jade Product on
r
0 U)
o Z
0 0
3
z
a z
1I U
-0
IIII O
VISIBLE LIGHT SASH II Z
a
HEIGHT HEIGHT Z z
SASH HEIGHT
yyt Z
6 O $ Z
I 20 J.
I 8
i uZ �Z.
® �n
N
Rw
FIGURE A; SASH CROSS 32
SECTION (WITH a
MONOLITHIC GLASS) c 2i
\\\lllllllrrr
/6n-
n O j
'/11
/1�111111P\\\
21 '
1" WEEP
NOTCH Q
EACH END
1/8" ANNEALED OR'
TEMPERED GLASS '
3/8" NOM.
GLASS BITE
90e CORNER
FRAME
ASSEMBLY
50 61 MITERS
Wll
WELDS AT
SCREW BOSSES
ASSEMBLY DETAILS FOR
FLANGE FRAME CORNERS
3M6`ANNE GLASS
TEMSSPERED GLASS
3/8" NOM.
GLASS BITE
ANGLED/CURVED
FRAME
ASSEMBLY
I"WEEP
NOTCH
EACH END
ANGLED/CURVED
FRAME
90'CORNER ASSEMBLY
FRAME
ASSEMBLY 11'a1]
PRODUCT ItFVISBD
ee co'"plyhig WIIh the Florido
Bnildin®Code !2
Acccpinnce No
Bxpirnlion Dnle ID
By
1,11. )edc product Co '
Y \
0 I 3 �
o
!' � 01
z
5051� �� � FJ^¢-• QO
WMITERED
C) z
FLANGW E FRAME FRAME _ SHOWN, FINITH FRAME FRAME SIMILAR o H
WELDS AT - 0 O.
SCREW BOSSES rc Z a J 0
m Z
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR t- w'
V) C�
FIN FRAME CORNERS FRAME TO MEETING RAIL o < z
e o y Q a
1/4"ANNEALED OR —J
TEMPERED GLASS - I
31
GL
1/8" GLAZING DETAIL 3116" GLAZING DETAIL 1/4" GLAZING DETAIL
GLASS TYPES A & B GLASS TYPES C &D GLASS TYPES E 8 P
.-w
00.
uz
U
R U)
— 1/2" NOM.
— GLASS STACK
_ 112"NOM.
GLASS STACK
— 114"AIRSPACE
116"ANNEALED OR
—"3/16"AIRSPACE
wN
® n
TEMPERED GLASS — 1/0" ANNEALED OR
TEMPERED GLASS
3/16"ANNEALED OR _
TEMPERED GLASS �I ,�_ 1/8" ANNEALED OR
TEMPERED
GLASS
`
43 II 63
I
43 (I I 64
z tJ Q
.--'--- —
3l8" NOM.
-r—=— I
3/8" NOM.
w
' a
GLASS BITE II
36
GLASS SITE I
96
- z
33
32
; �111111111r/ '
T.
0.
'�'
vim; • , o ao,, a
1/2" I.G. GLAZING DETAIL
1/2" I.G..GLAZING DETAIL _-
d•
i W n Y3 4 0`
k:
GLASS TYPES G & I
GLASS TYPES H & J
`
N C
2'•0 d 1 O
Y) •• Jam) Z
H .... z
Item
#
PGT:
Dwg, #
pGTPart#.
Description
1: `
2703E
62703EW,
Flange Frame Head .
2
_2751B
62751BW
Flange Frame SIII
3
2781
62781W
Flange.FrameJamb
4
2713 _
6271.3BW
Integral Fin Frame Head.
5 :
2714E
62714EW
Integral Fin Frame SIII
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
27.07
62707CW
Sash Top Rail, ;
9,
2739
62739W
Fixed Meeting Rail ,.
10
2709
62709CW
Sash Side Rail
11
2740B
- 742740AW
Sash Bottom Lock ... ..
12
° 2785,
62785W
Sash Stop
13
134
66615
Addon Flange..
20
-1228 _
81228DW ...
Vinyl Bulb,flex PVC 70
21
16620
71662CW .
He Gasket, Polyethelyne .
22
1270 -.
7PAD118
Open Cell Foam Pad
3r.
2772
72772SHK
Fixed, Meeting Rail Plug Gasket, Rigid PVC
24 .
4066
64066E
Wstp.,187 X.230 Fin Seal
25
2784 .
72784W .
Sash Side Rell Gasket; Polyethelyne
26
1078
7121UM
Balance Take-out Clip.
27 _
_ Varies_ per Size
Balance
28
2711
4280OW
Sash Cam, Nylon
' 29
.' 1096
71096W , .
Sweep Latch, Zinc
30'
1016
7858WW , ,
#8 X.1525 Ph._FI. SMS Latch Screws.
31
1267
71267N
Setting Block .1/8". x 1/2" x 1% EPDM ,
32
6DURAK316,
Duiraseal - X16" ,
33
6DURAK11.
Duraseal -114"
34.
Sash Bottom Lock Spring
35.
Screen, Cloth, Fibergloss ,.
36..
DoNi Coming 899 Silicone Glazing Sealant
40
1625
01626B
Glass Bead (1/8':Glass) ,
41
2719
62719B
Glass Bead (3/16' Glass),
42 .
,1263
61263B
Glass.Bead (1X' Glass)
43.
1253
6VT48B
Glass Bead Q.G.)
5o
781PQA "'
#8 X 17-QUAD Pn SMS
51
1. 781PS1X
#8 X1" Sal Ph,'fivin Fast SMS_-410;S.S.
52
1184•
' 781LHPQA
#8-15 x 1 LH Twinlast Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twintast Screw Zinc (S.S.)
54
.78X1PFTFUA
#8 XT' Ph FI u/cuf SMS
55
78X1FPAX
#8 X 1" Ph FI _ Stainless Steel
1/8" Annealed or Tempered Glass
3/16" Annealed or Tempered Glass
F
1/4" AnTempered Glass
1/8"-1/4" Alr - 1/8" An. or Temp. I.G.
1/8"- 3/16" Air-,3/16" An. or Temp, I.G.
------ ..L 2.000" ----
�-., 2.000"
.osz"
-
.0501,
500062" 1.125"
2.000" .0.65s0,
z1,
500" 06
062.0
.82ff.t-
.62
FLANGE FRAME AD�2.066" 050'082
6
_
FLANGE
ME
FLANGE FRAME JA
O 6063-76 ALUMINUM L O 6063-T6 A UMINUMMe O. 6063-T5 ALUMINUM INTEGRAL FIN ME HEAD
2.056" =-- 3.226'
.050" - 1.125" +-1 .050' � � _ I I•�- 4:107" -'
- .062"
1 so7" teas^ �'
z.000" 1 T .915" 1.050"-►1 - _ 1 1.229" .062"- .05 0.. I
.050."
1.125" - --'.082"
.975' - 13 ADDON FLANGE
.050"
I _ .062" 8063-T8 ALUMINUM
Jl- � -
I .062"
2.056" .OBO" . -"I .926"
.800" -
INTE
RAL FIN
INTEGRAL FIN +
O 6 63G 6 ALUMINUM
O 063 76 ALUMINUM
JAMB SASH BOTTOM O 60 3 T6 ALUMINUM O TOP RAI
80 3HT6 Al MIL
.662"
.0021,
1.582" .865" T
.874
.06
1,187" f
y I
FIXE
SASH SIDE RAIL SASH BOTTOM
O 60 31.167-
T6 ALUM N MMEETING IL �� SASH 60 3-TO ALUMINUM 11 60 3 T6 ALU NUM K RAIL 12 6083 T5 AOLUMINUM -"
PRODUCT REVISED
` as complying w6fi the PInr1da.
Iluildiii8 Code
'N �ytI Mize �/ � Revised B Date: Aeieptsuco No P/0/3,
\\� o�y CCFR iY Revision: $x I" to Date /b
�� .•���ENsI ' k % JJ. 10/10/11 NO CHANGE BY . .
NO. 56T05 Revised By: Date: ReNalon: Minn Jnde Product on et
:a=
111 _ ®- Descdptlon: - a
Drown By.
410o�1 _ BOM & PART DETAILS J ROSOM
TE
p stA ;
10N.0VENF CHNO0342750DRIVE 7i0e, Date!
SSIIOINPL, P.O. Box 1529 SINGLE HUNG WINDOW INSTALLATION 05/11
A. LYNN MILLER, P.E. NOKOMIS: FL, 34274 Series/Modal• Seale: Sheet: Droving No.
P.EN 6B705. CERT. OF AUTH. #29296 - SH-200 NTS 8 OF 8 MD-SH2O0-01
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida ;License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year;(of Standard)
FL11398-R2
R sion
2010
Approved
Town and Country Industries,
400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Tom Johnston
tomj@tc-alum.com
Thomas B. Johnston
400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)9.70-9999
tomj@tc-alum.com
Shutters
Storm Pels
Evaluation Report from a'Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Vladimir Knezevich
PE-10983
National Accreditation & Management Institute
12/31/2016
ORLANDO L. BLANCO, P.E.
-Validation Checklist - Hardcopy Received
FL`.?.398 R2 CO;* 2008 C.eX't:if'tCa *.e ;of i'td >Gt"c •enC FB :-
Standard
Year
ASTM E330
2002
SSTD-12
1999
TAS 201
1994
TAS 202
1994
TAS 203
1994
h4://www.floridabuilding.org/pr%pr_app_dtl.aspx?param=wGEVXQwtDgvlL5Kl 5 S Wld8... 9/8/2014
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
04/26/2012
Date Validated
06/18/2012
Date Pending FBC Approval
05/06/2012
Date Approved
06/26/2012
................... ............. ................................_......._.......................... ................................. ....................................................._._.............._.......................................................................................
Summary of Products
.......... .__......._....... _...............................................................
FL #
Model,:Number or Name
Description
11398.1
.040-:.050-.060 STORMLOCS
2" X 12" ALUMINUM CORREGATED STORM PANEL
PANEL
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
'FLL:IJ98 R,,2 II 08. 35 z (05-35€-'t --L 225O A:€rn
040 050 060 ,xt "` ' Ai. it P� icc-Lfjdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: VLADIMIR KNEZEVICH PE-10983
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: REFERENCE,SPAN CHARTS IN INSTALLATION
Evaluation Reports
DRAWINGS.
_L.....'I .k 13s3.cd
.........................2........................__......................
1.1398 c% t...... i-..iFj�:..f•..
r.
:..
t.:.:-„
F.,.i
t 0-?.008..>d`
Created by Independent Third Party: Yes
1 398.2
050 HUHZA'Lfi1MRiNUM
2" X 12" HVHZ ALUMINUM PANEL
STORMLOCS PANEL
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
�L11 39F R2 It , 2-f^2 C. Ci ,ndt'
Approved for use outside HVHZ: Yes.
Verified By: V JOHN KNEZEVICH PE 10983
Impact Resistant: Yes
-Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation .Reports
Other: SEE SPAN/PRESSURE CHARTS ON.PAGE 6
L1.1.39 F_.._R=..._AE..._050'_HVHZ..:Evalua..i_o 3._2€ 10,12,
Created by Independent Third Party: Yes
11398.3 0615 HVHZ STORMLOCS PANEL
2" X 12" ALUMINUM STORM PANEL
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
W11.1;3 F3F?.._Rz:_._tt
Approved for use outside HVHZ: Yes
Verified By: V JOHN KNEZEVICH PE 10983
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: SEE SPAN/PRESSURE CHART PAGE 6
..
riLll,39.8_,_it2_._ft�;_,_£}i_1_�._l::=v�P%:'._ErCi,�u,ti;r:. 2ai,i;_. df
Created by Independent Third Party: Yes
EL_h�ri
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State.of Florida is an AA/EEO.employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
"Under Florida law, email 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 mail to this entity. Instead,. contact the office by.phone or by traditional mail. If you have any questions,. please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida -Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S.- must provide the Department
with an email address if they have one. The emails provided may be used .for official communication -with the licensee. However email addresses are public
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•licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
777710
r
http://www.floridabuilding.org/pr/pr_app ,dtl.aspx?param=wGEVXQ.wt-DgvIL5K15SWId8... 9/8/2014
(ID1 M. E
HALF STORM PANEL
(9
'Se
SCALE; 3" - 1-0"
SCREW 120,C.:SIUV, :375" R
,:I I CTf C
ACC CINNAY
_52 4
rLA
uo, "IN,
togo I IL
315" R
..........
-6327
sym.7C Or
04bSTUD ANGLE' ANGLE C-TRACK (FINISH '� C-TRACK
05$CALE (�D
ECALE z'�' ll 1-0",
PIE FLOI'tUA, BIAUAnr zyix, I�Lis PRcr"J"', I� sil f."Ifu: VA 116'41,471Z�iI,I4 O�IJiF_ ;:i
-Kf CI IT I, Ip-um -( RUN il-�S79YG§L, a III
K-av,ur, CAD,,as K m.,),
uo. WwAa N !!I !,,t 'N SIfl`
N 1 6 ilAs s; 0 Mai U-,SsG--'ri vn:In
I 1140,M-CATF.T. I Io Lllr Will. 111TITkEl"n-, TEs�
lflsf Roclu��f f1m19;TMIi WWAFgvf RNZNTER aVifl,"C Illy
Tq;�T -If. 1� sle'rui- Wes "Or EMCfi 4�4 frA-1 W, R�f�E
PR
1s14U THE
TONPFrJAUGERDAL&I't
& 103
LARGE MISSILE
FLI
C APPRCVED
sN s,-iAJ1 6E Jf.143-11 C'R KSN11*4 0'� Eckiki 11;NIIII AY. %1TrIi IIl ��,-j- MI �I`Sqv
ii tea AIN�, 'mvmmsf wvosL oml m!N:LIuI 6 u X.S1.
trfairrM " iAL Vv4U W "8'S T A7"i., E I', � Vi n I N� I t, jV, PH 0
L5� 'CIP4 OA:f d !VIIKH1qQ.(`1 A6 DKFAIC ;EU walf BE I
17 PA 1% 1 1 011FA 11; C PP41MG E i I I VPL= 7 '11� 11* a FL115 1. *4 -At ii I fIosIQ�: 0 0 S: I q = A R F R..Q: i-R F z
1;4-26 MACHINE
;P4q,9" MAX 225D- 1/4�20 MACHINE SCFIEW LZ12"
SCREW P17,r"0C1SiTUfj tO:CJSTUD ,
�-
I OIRECTON MAY
Be REVEA VERSED CIRECTICN'MAY
nll a R8VmsE
TYF�, T*p.,
flriI yp
'.094" o'
S-0011 MAX.
ro h" HEADER r-\'U"HEADER BUILD -OUT -U-HEADER , STUDMGLE STUD-ANGLt
. 1 4 — 4
SCALE � 3' . _ - lu 23" . V-0-- 0
c SCALE SCALE . 3- li V�0- SCALE-,"", -Y-6", ��)SALIE. 3' m T-0`
092- N
(TYR) -N,
090, (TY
.... .........
BUILD -OUT F-TRACK FTRACK -A GLE-TRACK
�DSCALC : iiALr SIZC S"-:ALE ; HALF-SIZE (9-fSCALE : HALF SIZE
'N
,..SIDE
VIEW
!mw�,srx ran N PA. NEL sp.m.4.
*
. S&iEbocI, fxoct v '.
TYPICAL HORIZONTAL ELEVATION'
SCALES 114- . 1'- 0"
iPERPENO(CU-AR TO
PANEL SP 4
TYPICAL SECTIONS00,
ie vPLA"' 650 'y
w
'HOLE S' 01'
V, u
z
KEY HOLE SLOT
Ifyp.l
boTTOM,1ICUNT
TYPICAL
VERTICAL
ELEVATION
ZL V
SCALEt 1/4*1
- 911
C: iJ` 011)1-oj�tIAN L2-1424".i,w;, 4`22�2a 12 Y.Q:03 34, Ledgel, I: 1 (12329,
m
1-;L2
12 '0 GA, GALA'. STEEL GR 40
0110.00" 6061-TO ALUM)
)N
(ZAMAC -3 j�koy) KEYHOLE
WING NUT 10 WASHER
SCALE i,HALF S!Z SCALE. HALF SIZE
TRAP MOUNT CLOSURE, DETAIL
2
MAX,-) '7
11 -
EXIS7U443 CONCRETE
HOLLOW CONCRETE KOC
OP
WALL MOUNT C-LOSUR E DETAIL,
TYPICAL CLOSURE DETAILS (PLAN.
SCALE-, 1-112." v T- .0
FAST 4 - O'C'FOR DESIGN L ENS LESS THAN OR
EQUALTO 112 P,S.F, &'� 8` O.C,
FCR DESIGN'LOADS 'G. EATER
THAN ilo-pls�-F- (,SEE ANCFOR
SCHCOFOR A14Y 4CCEPTA84t
. , GT CONNECTION TYPE. -
=XISTfNG•CONCRETE, "OPTIONIAL LEG DIRECTION REFERENCE ANCHOR '
EXISTING CONCRETE, TB HOLLOW CONCRETE BLO K QR • O CONNECTON TYPE scHEDULE FOR MAX
HOLLOWOD r CDNCRETE BLOCK OR & SPACING •--\
WDDD 1=•RAM#NG .. r.JOD6 FRAMIb1G -:' -CY CONNECTIDN WFE w r
'REFEY{f'IEC.IiitN TdPE ,,TYP. TOP AN El i !
REFEREN£E�A'ACHOR A ! REFERENCE A1.CI10R
SCHEDULE FCR MAX r j ' SCHEDU4 FOR MAX- \9C '� ,,•,,;;
� aE348 a SPACING #. 4 E . SPA ZINQ EXISTING CONCRETEi• ✓ Ii ,�* � .
O E:O HOLLOW CONCRETE BLOCK OR
/,. 1;4" MAX, ' . .( YP. TGP, IN BOTTOM! . ° � •`a
.. ., EMB
.�is,t1 - .. \ ''t'' �'`: yi d ✓�% -i J
=XiSTIki CONCRETE. - a n".' k� • y,
. EXISTING w w: `. ?•. HOLLOW CONCRETE BLOCK O£C
-L z'-+ -n w WOOD .. EXIST NG ':v t' `v
fiLAZING `Ii. .,i.m #. X vl FRAMING ,\ rm
GLA x14G'.:3 i;f:- I
° t.. • ¢ a. ... #iEFERENECE f+NCHOi.. L'..
SCE MIN, ,,. ESfIST=NG & d.. "+ i.:c EE Ml9'J. ,q,. r ;
t
_ STORM PANEL ##S `-'t _ ...�,.... - �i i. GLAZ4 • ... f- ME. SCHEDULE _- u a
SEPARATION ii ":�_,-... t7:w S• .. I ,�,: i''r MA a EPARATiON` '•'
FROtY GLASS
S t._ G ^pS 3eC9L! MASt .IX, FROM GLASSt it,
TABLE'2 SS wi.°w nE Hti . N fe.-.: f\u r '; :.w. :y„..:.... \ TABLE
y; ; jj ..»SEPARATONJ a TORM PAN ce \ <.• a 9a�:.,. .,. u.s i Ei ¢.; ».
• ,x„ z' 1 FIiON GLAS$ TABIL 2 u� >'a .. ¢ ¢ <--•- "`t ut,
i�a'MAY BE a z jI,
#?EEXISTING. °
,,� w� .;4• Dui c4.: 'YERSED a A: .
MIN o
Msd�.. "a. v GLA..IRG c
.
L
t' .,.,..STORM�,•SEPARATION
�8-i�'.A"h1AX.. \ _. _�... CONNECTIONTYPE �. TABLE ,
`REFERENCE ANCHOR' \.(E 6 - --. „•.. MAX.. �. ..i
SCIEDULE FCR MAX. Cl CONNECTIONTYFE �\ \ \ g #BA
..SPACING REFEF ENCE ANCHOR
SCHEDULE FOR MAX, - QpTWl+1- . .. ..
- - - � '.• f. z
AiTOF NIDUNhNG
''-. .r ,\ r >• _ LOCK 0 MACHINE BOLT WITHSPAUNG
LOCK NUT (al 12" O Cl.
�" • -..., OFTIONAL. (TYP. TOP 8� BOTTOM)C# CONNECTON TYPE.- ., LEG RECTION '
''� ALL MOUNT SECTION BUILD•OUT MOUNT SECTION THREE 1r4'Ox MIN. 4
((A'a B LONG-4000 LAG SCREWY
LJ SCAL'Ei-3...=_i'_�01 � � SCALE; 3" _. t' 0" (�3i 2.," a.C: MAX. WITH 1-315
. :r•EXISTING CONCRETE, EHBEISMENT INTO WOOD
HOLLOW CONCRETE. BLOCK OR MEMBER
....'` \ ", .WOOD.-RAMING
.. N� \\\�CE ,...CSCON!SECTk WME --ExIS�RIG
���" »� DIST REFERENCE ANCHOR ., GLA ING c t� . •..-
� SCHEDULE FOR. MAX.,
SPACING' r� ITN.iA
_ `•.tv'_,.",.
MAX: _ SEE MIN. r � �� 2" x 5 x V87, „•i
STORM PANEL / k;4ar.., CONT ALUM.
1
- EXISTING i-'I SEPARATION
GLAZa'NO' .D ,w. '- FP014 GLASS r �f x Y/4E O xCONT:
jj l
TABLE. 2 1. ? - i ALUM. FLAT , ._.... .
a,
� t-
r
S5E N.
- STtlRM PANEL
5 PARAPION
.FROM CLASS
�
GiY
DETAIL £ #PASS I HRLI SEC) ANCHOR SCREOULE
.. ..:, ...•._,..... 7! m PD1•!£R i h','O M3H: 89i2
tra m i�IW TAPC,Ofi ONG WOOD LAG
CALK N "+1/ T, 8"
WI 1. 3l4. Fd{N, Ct76£OFiENT L gCAEyJ W{ M NIMU
1-DNC 4 OR 1-1l4` 1 HEAR EMBEDM
7fL-20 S7AIQL£SS
i?iN WD QCK} SMRAR'P:4RALLEL
EL
EMBEDMENT STEEL' MACHIt,E OR P.ER=ENDICULAR
SCft1;•4f TO WOOD GRAIN
.35 !j-fiu CUHC:
'f3.35IK571
K
Y3.35 Y31F 0.�Sy I1lOfx
gD K'OOO
Y >,, Ci CONNECTION TYPE
REFERENCE ANCHOR
SPACISCHEDHL E FOR MAX.
CEILINGIFLOOB MOUNT SECTION
¢ KA.t.
•.Yf4 0 THRU BOLTS
(it " W( LOCK NUT @ 12O.C.
:F }STENEi2; S=,E DETAIL..
rE ANCHOR SCHEDULE,
FOR MAX. SPACING
II
i I'�'GLAZINi
EE.MIgJ.S
T+ANEL SET+.
access r�
j '^"•v.
•EXISTIN
•"t' \ .:.
\ ,
-.-.._. EXISTING CONCRETE: •mc,
HOLLOW CONCRETE BLOCK DP � N
MOOD FRAMING, SEE .DETAIL E,..__ ••'�,
t
Yf0 PASS THRU" SECTION - CEILING M011r
SCALE,:,,-�.P."0" SCALE 3 V
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w [y f
!
-FASTENER o" O.C. DR. 12 0 C BUT,00 NOT
EXCEED ANCHOR SCNEi ULE $PACING. USE
REMOVABLE ANCHORS ONLY bil KEYHOLE
WASHER. LOCATE: FASTENER IN NARRt#, W 5
P.ORTI¢n OF'KE'VHOLE WASHER
Cl, CONN1:Ct#OIJTYPE
REFERENCE, ANCHOR.,'
SCHEDULE FCR MAX SPACING .
R'TRACKCDIRECFMOUNT SECTION:
SCALE 9 ' A.' m,Yl" .
/=WOOD ROOF.;TRUSS
d" OR FRAMINCx MEMBER
E6 s # SALI BE P£RP
EIBDICULpR+-
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r �� £kISTiNG STUCCO '
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.
(x'., CS CONNECTION TYPE
EMBEDMENT . REFERENCE ANCIIOR
.SCHEDULE FOR MAX.
SPACING
MAX.
iib4WIi
SEPARA
FROM GL
TABLE 2
MAX
1/J20_ i.S',' BOLT
& NUT @ 11" 04.
"2" x S" x 1/6"
CONT, ALUM. ANGLE
C2 CONNECTION TYPE
2- 2
4-0055 6063-T6
ALUM, TU13E
C3 CONNECTION TM
" MAX,
EXISTING CONCRETE
HOLLOW CONCRETE hLdCK'OR
Wool) FRAMING
It
CONCRETE
HOLLOW .
CONCRETE
OR WOOD FRAMING
WOOD CEILING/ INSIDE MOUNT SECTION
C CONNECTION TWE
A REFERENCE ANCHOR
b
2" 6.055" 606��-T6 ALUM TUBE_./� �SCHEDULE FOR MAX,
SPACING
2 'N 4."
WALL MOUNT SECTIONI
@ SCALE;3" = V- V
1/4" MAX,
fMIP
I WALL MOUNI
SCAM 3"-'V-
MAX.
4. W4,' MAX.
TRUCTURAL:
MATERIAt,
S" LONG HANDLE
....... RIVETED TO PANEL
r MR WG
Cl CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX, IOLE F�
1.1--1/4-20 SIS, BOLT FASTEN -Al
T
9, SOL & WINGNUT x F S E. q P.
"is ITYP ADJACENT PANELS TO RECEIVE SPAUNG ... ........ .. . i
........ . PUNCH 11V x 1" HOLES In
20 GAGE STEEL
PLATE
OVER EACH ADJACENT
rl ERORl' 8 PANEL AND FASTEN WINGNUTS
FROM THE INSIDE——
ANGLE jVOVCRLAP
THIS BOLT W1 PM NUT. PLACE PANEL
wj
E Sy L 9
'MAX.
(P6W. PANEL 7' • W IVIA)LIDESIGN LOAD 7 P. HEIGHT 2:00
EXISTING li
BAY ,,,?..W
INTERIOR FASTENING ANGLE ASSEMBLY
\BAY WINDOW 1/4-20 x 1" MACHINE
SCREW SYLID, WITH
I
WASHERED WINGNUT
),T 0
0 S.S. BOLT 12" D.C. [CONNECTS
1/4-7
BOLT & WINGN TO ADJACENT PANEL)
24-O.C, ITYP.1,
THE 20 GAG. 6VEEEL TiIsk'DETAILS 'DEPICT
I'OVERLAP
CONNECTION OF THE LAST PANEL
SENT L. FOR AN OPENING WITH PANELS
OR 2" - 2*'x lifl"/ WALL MOUNTED INSTALLED FROM INSIO15� USE"
,-A
6063-T6 ALUK
BENT PLATE 2" x-1/8" x CONT.. OF THESE DETAILS SHAL�,PE IN
MOUNT,
STUDDED ANGLE W'OE 140TCHES CONJUNCTION %lfqH,A&hj.'P
MAX. (SEE SECTION T) ITYP , BOTH SIDES) HEADER ON U. HEADER OP.
TYPICAL CORNER CLOSURE DETAILS (PLAN) /__N OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC)
,ROTE( jHURR(CAN,E P
3cagm 0
12"142
ANCHOR SCHEDULE
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1 !14 "IA 4Ii44,AWJI.I�.'.v.' i�,. FOR axx) orivrrnEx-s$4, cotxwz�
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HUR4qA�E PROTECTION r-
MINIMUM STORM PANEL SEPARATION
FROM GLASS
'A
8
L
p 0$41 OVE
DE 5 11�14
L0,1)
ACTUAL
SPAN I'L)
If-, IN,
I II
COLUMN I
COLVVN
M'N. SEP. FOR �,.LL
INS',AILL . &NONS
IH',BQV'C�ZADE
AN W (INCMEs)
MIN, SEP. FOR ALL
04STALL,;IIDN�SWZEATCR
THAT.N�z ABOVE GRADEE
(INCfIESI
2
si-8 - 1
3
2-114
!0_6
5
3-3/8
9-ic
S
3-V4
6I:L0
8-8
a
9
S
80.0
40
1-1/2
-1 B:
90.0
4-0
3
1-1/2
4-1)
B
;
. 2-1/2
-
4.0
3
I-W2
110.0
6-9,
3
2-We
120.0
3-0
3
1-.1 ,2
. ....... 6-4
3
2-V4
TAEIEl-NoTfs.,
T
1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE A
MAX. ALLOWABLE
WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND
USE THE: LESSER VALUE Or THE TWO, a
STORM PANEL
L
SPAN SCHEDULE'.
2..rafi O6SJQN LOADS BETWEEN TABULATED VALUES
USE NEXT HJZHER LOAD OR LINEAR INTERPOLATION
MAY 89 USED TO DETERMINE,ALLOWABL9 SPANS,
POSITIVE OR
SPAN, f-.O'R 4EC,
,PAN rDq pop
I N= 'TIVE G4
PRESSURE,
PRESSURE'
ES1130 LOAD
(FT - IN)
mv-)NI
1, ENTER TABLE 2 WITH POSITIVE DESIGNLOAD0
lv_v
DETERMINE MIN. STORM SHUTTER SEPARATION PRIM
GLASS.
'6510
t