HomeMy WebLinkAbout17-18543 CITY OF ZEPHYRHILLS
5335-8TH STREEf
(813)780-0020 'I'8543
BUILDING PERMIT
PERMIT INFORMATION � LOCATION INFORMATION
Permit Number: 18543 - Adciress: 6650 NORTHLAKE DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
I Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Pro osed Use: NOT APPLICABLE Lot s : Block: Sect�on:
p � )
I Square Feet: Subdivision: STEPHENS GLEN PHASE TWO
Est. Value: Parcel Number:
Improv. Cost: 6,469.00 OWNER INFORMATION
Date Issued: 6/02/2017 Name: BRAVINDER JON R & NANCY
Total Fees: 105.00 Address: 6650 NORTHLAKE DR
Amount Paid: 105.00 ZEPHYRHILLS FL 33542-0642
Date Paid: 6/02/2017 Phone: 612-741-2114
, Work Desc: REPLACE 9 WINDOWS S/S
CONTRACTOR S APPLICATION FEES
PELLA WINDOWS & DOORS BUILDING FEE 105.00
\ �/(� � ,
/1� ' �/
rv
✓ � �
��
/
Ins ections Re uired
FOOTER 2 D ROUGH PL MB MISC INS LATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will compl�with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
� entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED ,
PROTECT CARD FROM WEATHER '
i iiiiii iiiii iiiii iisii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii
' 2017073504
PermitNumber Rcpt:1864071 Rec: 10.00 I
ParcellDNumber__ — �— � � ��`D�DOO —��cf,0 05/17/2017 K. AT, Dpty Clerk
pRULR S 0'NEIL,Ph D PRSCO CiERKof C1f�PTROLLEf2
05/17/2017 01:07 m PG ����
OR BK g54�--- -- -- --�--
-----
IVOTICE OF COMMENCEMENT
5tate of Florida
County of ��
The undersigned hereby gives notice that the improvement(s) will be made to certain real property, and in accordance with
Chapter 713,Florida Statutes,tHe following information is provided in this Notice of Commencement. ,
1. Description of propert�►�legal descriptlon of the property,and street address if available)
Address � n/ �G(� �L 3 2.
Legal Description Ct� � P.� �l� �/J � - p LOT- �g
2. Genera�descri tion of improvement(sCe�VY�p.Vt�
3. Owner Information
Name CUS1� Phone&Fax Number ��z 7�I 'L(J y
Addres �O ��I. hn'� �FL �j �y 2 �
Interest in Ptoperty OW�'1..¢.�
- 4. Fee Simple Title Wolder(if other than own�r shown above) ' •
NBme Phone&Fax Number �
' Address �
_ 5. Contractor
Name . G�M'�-e-S ����- Phone&Fax Number y07 �3) �6�0
Address E� � Inl �L � 7S0
6. Surety(if any) • ,
NameN�A Phone&Fax Number
AddressN�A �
7. Lender(if any)
NameN�A Phone&Fax Number
• AddressN/A
8. Persons with the State of Florida designated by Owner upon who notices or other documents may be served as
provided by 713.13(1)(a)7,Florida Statutes.
Name , , , _ Phone&Fax Number
Address
9. In addition to himself or herself,pwner designates the following to receive a copy of the Lienors Notice as provided in
713.13(1)(b),Florida Statutes.
Name Phon�&Fax Number
Address
10. Expiration datp of Notice of Commencement (the expiration date is one year from the date of recording unless a
different date is specified: •
WARNIN6 TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER 7HE EXRIRA710N OF THE NO710E OF �
CQMMEiVCEMENT AR� CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEM T MUST BE RECpRDED AND POS7ED ON TH�JQB SITE BEFORE THE �IRST INSPECTION. IF YOU INTEND Tq
OBTAIN FiNAN ING,CONSU YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
OF COMIVIEN EM�NT
11 `� _ 'N ��%t//�✓,Ol1�'li �
Signature of Own rs o�Owners Authorized Officer/Director/Partner/Manager Prin ame
.Sworn to(or affirmed)and subscribed before me this �J day of��_. ��20 �7 by�� ���/��!✓ as
��lwi� (type_ ^ uthority, e.g, officer,-trustee,_attoc ey�in_f cta( )�for__ _�/_— �� -_--_(name-of party-a+�
behalf of whom strument was executed. �personally known to me or produced
as identification.
�""""�-. JOHN H CHRISTIANSON
`�o4pRY V yB(C_
- Commission# FF 184388
_`* n3
Signato .of (^ (Seal) = My Commission Expires
v. p,`
� �,';oFF�°.� December 18, 2018
„��„���`
Name pri , • -
� ` --AND--
Verifiration pursuant to Section 92.525,Florida Statutes. Under penalties of perjury,I decl re th I h e re�the f going and
that the facts stated are true to the best of my knowledge and belief. �
• . . . , �
- ' �j • ' ; - Ignatory of Natural Person Signing(in Ilhe#11)Above
• . ., . i -
-�
�
����.; a�'����� ST�TE OF �LCD�OD,�, G�U�T�I OF PASCO
� .o ' , A THIS IS TO�CERTIFY THAT TH�FLIRFGO�NG IS A
,�,�' . � TRUE AND CORRECT COPY OF THE QOCUMEP�T
� �" � � ON EILE OR 0�PUBLlC R�CpRD IN THIS OFFICE
"" • �y{ ',wy�'�45t � WITNESS MY HANI�AN(�C�FF�C�,qL gEAL THIS
• lrv7oQ � ,.•!
��1 DAY C�F 2 �/ �
� - ' '`.��' PAULA S.O'N�II,., �L.:� �$��O PTROL EL�Ft
.� "�`'^,�` O� BY -
� '' • ��. � �� D�FUTY CLE�'�K
��.�'����'
_`r r "
T.` "
�_ .....0. ..
' `�' ._�1$�,..
_ _ :.=`��' _ _ ,
�3:';;4�.:.._::�
�Y�� �,
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � ,`I c�. �dtJ i r��d C�e�S � �r'S
Date Received: � [ �— (`"j
Site: �(p�j p f�v f`� �K� -,�2..
Pernut Type: / GZ�i��� �(.��C�C� S1 S
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
�
�
�
This comment sheet sh .1 b e ith the permit and/or plans.
L�i �/ � � ,
Kalvin Switzer lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
_ i
i
I
� ,
• -- =t�
'Y
:�,� ,I�� i�'\ �y``f� .i �.\`,Fj � \/ �� ''i � � I��' � \�� � !�'l,- I � �� j,111 �_~ �� �
�1 `: ��I. �.
\:J L�
fl EJ�l U�/fl +.'�',�,-V��fl � EJ e ����eJ
_ ._ ., ..�.-.� -, .._.._ . .�R..._-
s{ •I� ,�
g�
:�
�I
.i 3
.i
^I �.�' —
#� � c
`'t %
.� . . . �.� � _.j�� _ �,�-..,..._ ,�r�.,
� �
� l; r. ,�'��.
� ��-�'� � �F„ � � \.
�.� �l �� 3 `
� � �.� �� ����
�a .� `� ✓'`� r-�—``�`
_ �� f .1� ' "
�
- -:1 .��`` ( ` �
� �� _
� � �
k � ���
�_ -�_.
u � � �'� J{�r"`
' �� i � ��', �` !� t I�F � `�
� � -�� � � �,�� -
.fi °-y � � �. � � r '"-';'�
�� � � �,.:.� - -
' � _
s -
�i, :
��.. ;q,��
` � A I%i - -
F(�F�q/��=�, .
/Il R�O NG �E�
qTj� q b, C� F�, �
C/�,�F�FF�EcT G'C � �f
pyYRy�CS��F �
��. ��4p��Np
����� ��FS
/���YO�O'qT`c `
���lGq ��°�`/Y�/
�����- �� ���� �''"�� "�``� �
�
,
Customer: Jon Bravinder Project Na�ie: Bravinder,Jon,1859688 Order Number: 7217TM85W Quote Number: 8772274
�� �
Line# Location:. .. :. ... ..... ....... .. ..:..... ..,; .... . :.... ;. Attributes , , ,
. . .. . ......... .... . ......... . .. .
�5 None Assigned ADDPRRMCOR020004- Permit Fee- CBC 046712 aty
1
...,.. Attributes .
Line# Location:; �
20 GUEST BACK Vinyl Windows 1 Doors By Pella, Single Hung, 35.5 X 61.5, White �ty
f � �
�a � 1:3662 Single Hung,Equal
� Frame Size: 35 1/2 X 61 1/2 ��;,,� �
PK# General Information: Standard,Vinyl;Block,2 11/16",2 11/16",Sill Adapter Included, No Head Expander � , /;
Exterior Color/Finish: White � ��P ,, '' ,
L 1982 Interior Color/Finish: White
� .'S,5 � Glass: Insulated Low-E SunDefenseTM' Low-E Insulating Glass Argon Non High Altitude
Vlewed From Extefiof Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware
Screen: Half Screen
Performance Information: CPD Not Rated,Pertormance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS
FL11206,Year Rated 08,Egress Meets Typical 5 7 sqft
i I I �i��� , � G�rille: GBG,No Custom Grille,3/4"Contour,Traditional(3W2H/3W2H)
Wrapping Information: No Exterior Trim,No Interior Trim, Factory Applied,Pella Recommended Clearance,Perimeter Length=194",Glazing Pressure=
Rough Opening:36"X 62"
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
For more information regarding the finishing, maintenance, service and warranty of all Pella�products,visit the PellaO website at www.pella.com
Printetl on 5/4/2017 Contract-Detailed _ Page 2 of 16
Customer: Jon Bravinder , Project Name: Bravinder,Jon,1859688 Ortler Number: 7217TM85W Quote Number: 8772274 '
Line'# Location: . . , ,.. ; ' .:..... .. .. , . : ,...,. ; ....Attributes..
K� �,
.. ... .... . ... . .. . .. . . ....... ... . . . .... .. ... . .. . . : -
• .
2s GUEST SIDE Vinyl Windows 1 Doors.By Pella, Single Hung, 25.5 X 61.5,White aty
� - �
ya 1:Non-Standard Size Single Hung,Equal
� Frame Size: 25 1/2 X 61 1/2 ) 9
General Information: Standard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included,No Head Expander ���)' F-" � j� � �
( PK# Exterior Color/Finish: White � �" ' r`
L, ��:� a 1982 Interior Color/Finish: White
Glass: Insulated Low-E SunDefenseT"' Low-E Insulating Glass Argon Non High Altitude
Vtewed Ffom Exterlo� Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware �
Screen: Half Screen
Performance Information: CPD Not Rated, Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS
FL11206,Year Rated 08,Egress Does Not Meet Requirements
� Grille: GBG, No Custom Grille,3/4"Contour,Traditional(2W2H/2W2H)
� ,l Wrapping Information: No Exterior Trim, No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=174",Glazing Pressure=
�' I ` ��� f� o� 95.
'� P
Rough Opening:26"X 62"
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
Cine.# �Location: � ' AttrlbUtes . _.
.. ....... . . .......... ...... .. ....... ... .
3o GUEST SIDE Vinyl Windows/Doors By Pella, Single Hung,
25.5 X 61.5,White atv
[ 1
��x 1:Non-Standard Size Sing�e Hung,Equal
��° Frame Size: 25 1!2 X 61 1/2 ��;f,� .
+�� PK# General Information: Standard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included,No Head Expander � �' � �� i`t � . , -
I ; Exterior Color/Finish: White / �—�-.- ,;.� -
� 1982 Interior Color/Finish: White
� •a5.� �
Glass: Insulated Low-E SunDefenseT"' Low-E Insulating Glass Argon Non High Altitude
Viewed FrOm Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware
Screen: Half Screen -
Performance Information: CPD Not Rated,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS
FL11206,Year Rated 08, Egress Does Not Meet Requirements
'�: I I �I� �� �� � Grille: GBG,No Custom Grille,3/4"Contour,Traditional(2W2H/2W2H)
J ,�' '�l-' Wrapping Information: No Exterior Trim,No Interior Trim,Factory Applied,Pella Recommended Clearance, Perimeter Length=174",Glazing Pressure=
95.
Rough Opening:26"X 62"
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
For more information regarding the finishing, maintenance,service and warranty of all Pella�products,visit the Pella�website at www.pella.com
Printed on 5/4/2017 � } Contract-Detailed Page 3 of 16
�-
Customer:Jon Bravinder Project Name: Bravinder,Jon,1859688 Order Number: 7217TM85W Quote Number: 8772274
Line# Location: ::.: ...:. ...... . .. _: .,. .. . ;.... .. :Attributes .....,.... _ . . �
,�
. _.. .. ... .... . . ....... . _ ... ... .. _ .. .
..
35 bath Vinyl Windows/Doors By Pella, Single Hung,25 X 36.5,White �tv '
� i 1
i
w ...... ....... ....�... 1:Non-Standard SizeNon-Standard Size Single Hung,Equal
� Frame Size: 25 X 36 1/2
, ' PK# General Information: Stantiard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included,No Head Expander �.C� -
; Exterior Color/Finish: White < <-' �� � .
�;_��� _„ 1982 Interior Color!Finish: White r `` �' . �-�!
Glass: Insulated Tempered Obscure Low-E Obscure SunDefenseT"^ Low-E Insulating Glass Argon Non High Altitude
Vlewed Ffom EXterlor Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware
Screen: Half Screen '
Performance Information: CPD Not Rated,Performance Class R, PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS
FL11206,Year Rated 08,Egress Does Not Meet Requirements '
/ Grille: GBG,No Custom Grille,3/4"Contour,Traditional(2W2H/2W2H)
� I � �� � Wrapping Information: No ExteriorTrim,No InteriorTrim,FactoryApplied,Pella Recommended Clearance,Perimeter Length=123",Glazing Pressure=
4 205.
Obscure Glass Style: Pattern62(Standard)
Rough Opening:25-112"X 37"
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1 ,
Line# Location: . � ` � � . � ' Attributes
... . ....
40 office Vinyl Windows/Doors By Pella, Single Hung,
35.5 X 61.5,White �tv
f j� �
�ra � 1:3662 Single Hung,Equal I � ��
« Frame Size: 35 1/2 X 61 1/2 � i ,
General Information: Standard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included,No Head Expander � �- t . �'-
I� PK# Exterior Color/Finish: White
L 1982 Interior Color/Finish: White
�,: •�.5.� �
Glass: Insulated Low-E SupDefenseT"' Low-E Insulating Glass Argon Non High Altitude
Vlewed Ffom Exteflo� Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware
Screen: Half Screen
Performance Information: CPD Not Rated,Performance Class R, PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS
FL11206,Year Rated OS, Egress Meets Typical 5.7 sqft
, i Grille: GBG,No Custom Grille,3/4"Contour,Traditional(3W2H/3W2H)
� I �,�� �, �� Wrapping Information: No Exterior Trim,No Interior Trim,Factory Applied, Pella Recommended Clearance,Perimeter Length=194",Glazing Pressure=
n 70 .
Rough Opening:36"X 62"
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
For more information regarding the finishing, maintenance, service and warranty of all PellaO products,visit the PellaO website at www.pella.com
Printed on 5I412017 Contract-Detailetl Page 4 of 16
Customer:Jon Bravinder Project Name: Bravinder,Jon,1859688 Order Number: 7217TM85W Quote Number: 8772274 '�
............. . .
�» �
Line#: " Location:: : ; ... ; . ;..;. ; . . ;. . . .. . .. AttFibGtes . .. ,
.__ ... .. .
45 office front pella 250 Series, Single Hung, Pella 250 Series, Direct Set Fixed Frame Half Circle, atv
^:.3T?�-3��r.Je".25.�7
w. 51.5 X 64,White �
�A �.
1:51.538 Single Hung,Equal
� Frame Size: 51 1/2 X 38
� PK# General Information: Performance Upgrade,Vinyl,Block,No Foam Insulated,3 1/4",3 1/4" � vi �, I
Exterior Color/Finish: White d
�� 1 9 8 2 I n t e r i o r C o l o r l F i n i s h: W h i t e � �� %��I ��?
� ��'' � G l a s s: I nsula ted Dual Low-E SunDefenseTM' Low-E Insulatin g Glass Ar gon Non Hi gh Altitude
Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware
Screen: Half Screen "'-
Pertormance Information: U-Factor 0.28,SHGC 0.20,VLT 0.45,CPD PEL-N-208-00009-00002,Pertormance Class R,PG 50,Calculated Positive DP
Rating 50,Calculated Negative DP Rating 50,FPAS FL16812,Year Rated 08�11,Egress Does Not Meet Requirements
Grille: GBG,No Custom Grille,3/4"Contour,Traditional(4W2H/4W2H),White,White �
(f Horizontal Mull 1: FactoryMull, 1/2"Non-Reinforced Mullion
� 1 1� 2:51.525.5 Fixed Frame Direct Set Half Circle
Frame Size: 51 1/2 X 25 1/2 � ,
� � ��� � � --� General Information: Standard,Vinyl,Block,3 1/4",3 1/4"
--- Exterior Color/Finish: White
� ' Interior Color/Finish: White f) (�} ��' / p �,
�� Glass: Insulated Dual Low-E SunDefenseT"' Low-E Insulating Glass Argon Non High Altitude �"�"" � ^ � '"'
1 -�I �-(,�/�_ � Performance Information: U-Factor 0.26,SHGC 0.21,VLT 0 49,CPD PEL-N-209-00009-00002,Performance Class CW,PG 50,Calculated Positive DP
�i
� ``� Rating 50,Calculated Negative DP Rating 50,FPAS FL16811,Year Rated 08�11
Grille: GBG,No Custom Grille,3/4"Contour,Sunburst(4W2H),White,White
� Wrapping Information: Pella Recommended Clearance, Perimeter Length=196" �
' I (�. � F � • ��
Rough Opening:52"X 64.5" , ,
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1 '
INSTARMCOR900005-Mulled Circlehead Charge Qty 1
For more information regarding the finishing, maintenance, service and warranty of all Pella�products,visit the PellaO website at www pella.com
Printetl on 5/4/2017 Contract-Detailed Page 5 of 16
, Customer:Jon Bravinder Project Name: Bravinder,Jon,1859688 Order Number: 7217TM85W Quote Number: 8772274
''I l:ine# Location::. .. . ; .... _. .. . ..... -Attributes.. �, .�
... . .. ... � . .. . _:. , �
so dining room front pella 250 Series, Single Hung, Pella 250 Series, Direct Set Fixed Frame Half Circle, aty
r�a.m�.Ka�:y.��.a 5
ra 51.5 X 64,White �
�� `
1:51.538 Single Hung,Equal
� Frame Size: 51 1/2 X 38
PK# General Information: Pertormance Upgrade,Vinyl,Block,No Foam Insulated,3 1!4",3 1/4" f� .� %
Exterior Color/Finish: White � t/°- �� %� ir �'
��;�,, 1982 Interior Color/Finish: White r' / �-}
.a�r� �
Glass: Insulated Dual Low-E SunDefenseT"" Low-E Insulating Glass Argon Non High Altitude r
Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware C� ��' (` --, �
Screen: Half Screen � � • r r�' ^ /-� {,�
�� Pertormance Information: U-Factor 0.28,SHGC 0.20,VLT 0 45,CPD PEL-N-208-00009-00002, Performance Class R,PG 50,Calculated Positive DP
�I Rating 50,Calculated Negative DP Rating 50,FPAS FL16812,Year Rated 08�11,Egress Does Not Meet Requirements
Grille: GBG,No Custom Grille,3/4"Contour,Traditional(4W2H/4W2H),White,White
,.� � (p��� J Horizontal Mull 1: FactoryMull, 1/2"Non-Reinforced Mullion
2:51.525.5 Fixed Frame Direct Set Half Circle
� Frame Size: 51 1/2 X 25 1/2
General Information: Standard,Vinyl,Block,3 1/4",3 1/4"
Exterior Color/Finish: White
' `, � ^ �����%�� � � InteriorColor/Finish: White
• Glass: Insulated Dual Low-E SunDefense?"' Low-E Insulating Glass Argon Non High Altitude • , � � �
qr Performance Information: U-Factor 0.26,SHGC 0.21,VLT 0 49,CPD PEL=N-209-00009-00002,Performance Class CW, PG 50,Calculated Positive'DP � %fi�
R � Rating 50,Calculated Negative DP Rating 50, FPAS FL16811,Year Rated 08�11 ' : � ° �
� � � � ,_ ��� � �� Grille: GBG,No Custom Grille,3/4"Contour,Sunburst(4W2H),White,White
d `.i !�;_ `r. � ,� Wrapping Information: Pella Recommended Clearance, Perimeter Length=196" �
Rough Opening:52"X 64.5" . -
INSTARMCOR900005-Mulled Circlehead Charge (,�{y � ' • � �
INSTARMCOR020001 -1 Wide Non-Wood Window Drywall Return Qty 1
Lirie# Location::. � �. Attri6iites.
55 None Assigned pROMOTMCOR010004- Branch Promotion aty
1
For more information regarding the finishing, maintenance, service and warranty of all Pella�products,visit the PeIlaOO website at www.pella.com
Printed on 5/4/2017 Contract-Detailed Page 6 of 16
5;"12/2017 Florida Buiiding Cod�Online
, { - : � . _ . _ ._ _ _ _ :_ _ _-.: �.�::.��� � .."..�:`==q+��, :";�`s,.:
a. +. • j.,. .� r z —�- �{ M�x
�,fp��j..- �@ �F I-i�u'
�tl� , .. ::.'lt.. . s " . , �e'',$•f�`P�s-rt�l' rtii`°...����`°�e�.����
.3. , , . : �� , .. � . .: .'P"...�x"� j. :��• .
. . ' r ,'�E . � . �x. .. ,. � $ ' 'r,�,f �....`..�;�::r; .. _ ` � ��, � <�,� �.E ^il� �
S',. ,J.
' . .,, . . i� , , ��-s��:;.�;:"�J'�,���;'
. „
m.......,_ �. ........ ._ �� - . .,,�:.'s3
� � �
',%��:�
�.... .. . ,. �,.` :,c ;'>.r2�'::�'i1::7!::'r"fn
..w...,.. _r..�...._z___....... ._...._:.._,,,:t:.�.�._. � . . - ' -
W._......<�..w.......:_...,..__._,..___.......c.._,._._.,.____'.__. - .�a;.3:���`..:.:^�i"�'t:,'..i,,.l'^e'�...;.__„<i'1'i:3�:,��riS...��"w:^.i'`�x'.?»
BCIS Home ' Log In i User Registration Hot Topics Submit Surcharge Stats&Fac[s ; Publications�' FBC Staff BCIS Si[e Map Links i Search
� L-.�„�
F;:,r�,:�, ,.�-- ._ _
�
�� ��,� r�, '� Product Approval
� �` 1;y"���USER. Public User
,,L �.�'�„�w ��u�
Prnduct Aooroval Menu>Produd or Aoplir.ation Se-erch>Aoplication List>Ap�cation Detail
��µ..'�_• �=� . ,c� FL# ` FL11206-R�
i.
`""�`"" """"�-""���"'���" Application Type �Reuisior�--�
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
�, �'�—�
Product Manufacturer Pella Corporation 1
..--�-----._..��
Address/Phone/Email �02 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pella.com �
Authorized Signature TROY FARR
tbfarr@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND, OR 97230
(503) 405-9176
tbfarr@pella.com
Quality Assurance Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND, OR 97230
(503)405-9176
tbfarr@pella.com
:��'.
Category r �� Windows �
Subcategory ,'•� Single Hung
�
Compliance Method �Certifi�Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By CBUCK Engineering, Inc.
�' Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqs6WGOndIUHY12YafaN4S6kesnpTNrynmD%2bBFF1rID5d,4%3d%3d 1/5
f _
5ii?J2017 - Florida Building Co�e Oniine -
:. .- - - - -. _ .. _--
' ' 11206.6 ' �Series 1OJ20 Single Hung �Vlnyl Fixed Over Single Hung Composite (46" x 76") �
'---...._.__.��..._._._. .._..._______..__. .._.._...------.�._...._..____...___.._.�.__...._._..------.. .._...--------..�.. _...._____...___.._.._.. _..------
' �Lienii:s o4 Use i EerLificatior�f�gencl�Cer�ificate
� Fipprovec�ror use in EilfFIZ; No i FL11206 �9 C CAC 411-H-1043.2S.odf
Approved for use oufsEde EiVF6�: Yes I Qualit�r lasseerance Contract Expira�:ion DoYe
Impact Resistant: No 11/11/2017
� Design Pressure: +30/-30 EnsfalfaEion Fnstrucfions
i Other: Configurations of glass shall conform to the current FL11206 R9 II Drawina 1572.qdf .
�ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E, 44135
I Created by Independent Third Party• Yes
� Evaluation Reports
; r� FL11206 R9 AE Drawina 1572.�df
; ,s � Created by Independent Third Party: Yes
r�I 11206.7 F� Series 10/20 Single Hung Vinyl Single Hung Window (48" x 72")
�LimiYs'of Use Certification Agency Certificate
i Approved for use in fiVHZ: No FL11206 R9 C CAC 411-H-1043.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
� Impact Resistant: No 08/04/2017
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL11206 R9 II Drawinq 1572.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R9 AE Drawinq 1572.odf
Created by Independent Third Party: Yes
'11206.8 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 59-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.08.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/04/2017
Design Pressure: +35/-35 Installation Instructions
� Other: Configurations of glass shall conform to the current FL11206 R9 II Drawinn 1572.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
iCreated by Independent Third Party: Yes
, Evaluation Reports
��� FL11206 R9 AE Drawina 157Z.pdf
� Created by Independent Third Party: Yes
� ��11206.9 � Series 10/20 Single Hung Vinyl Single Hung Window (36"x 59-1/2")
�_. .
Limi�s�of Use Certi£cation Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.16.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/03/2017
� Design Pressure: +35/-35 Installation Instructions �
i Other: Configurations of glass shall conform to the current I FL11206 R9 II Drawinq 1572.pdf
�ASTM E1300 standard. � Verified By: Warren. W. Schaefer, P.E. 44135
' Created by Independent Third Party: Yes
Evaluation Reports
F FL11206 R9 AE Drawinq 1572.pdf .
� � Created by Independent Third Party: Yes
--...._ ____-.__. ------- —_.... �._...� ,�. ._._._. ____
�11206.10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84")
ILimits of Use Certification Agency Certi£cate
i Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.20.odf
Approved for use outside HVHZ:Yes FL11206 R9 C CAC 411-H-1043.24.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
' Design Pressure: +35/-35 08/07/2017
Other: Configurations of glass shall conform to the current Installation Instructions
ASTM E1300 standard. FL11206 R9 II Drawina 1572.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party• Yes
Evaluation Reports
FL112D6 R9 AE Drawinq 1572.pdf
Created by Independent Third Party: Yes
11206.11 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 72")
G Limits of Use Certification Agency Certificate
' Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.12.pdf
IApproved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
I Impact Resistant: No 08/03/2017
� Design Pressure: +35/-35 Installation Instructions
� Other: Configurations of glass shall conform to the current FL11206 R9 II Drawinq 1572.odf
i ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
; Created by Independent Third Party: Yes
� Evaluation Reports
I FL11206 R9 AE Drawinq 1572.pdf
I Created by Independent Third Party: Yes
- ' https://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDqs6WGOndIUHY12YafaN4S6kesnpTNrynmD%2bBFF1rID5dA%3d%3d 3/5
GENERAL NOTES: THESE OMWINCS ME APPl1GBlE ONIY TO THE PROOUCT DMwN Bf: [HECKm gy:
1. �lL F/SiENERS SHALL BE IP!ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EA�BED TO BASE ' rEciFl¢u.7i�e/u,�v NOT BE USEo inrs iHE�nss[MeLv wxu. w.ws.
AND Ofl INSTAWTON OF MlY OTHEfl PROOUCT NOfl Ai4Y p�T; p/,}E
hIATERI.U.SHALL BE BEYOND YJALL FINISH OR STUCCO. 7HEY BE USEo FOR fWTOruL ANo/aR laCA1 APPROVAL �^�s oi/w/oa
2 OPENINGS,BUCHING 9�9UC1<ING FASTENERS I.1l1ST 6E PROPERLY DESIGNED k INSTPLLED TO TRANSfER WIND of,wv PRooUCT Noi PRooUCcn ev TiE uu�uFnc�uRui
10A05 TO 1HE STRl1CTURE. ST�TED ON THESE oRnwiNCS.
3. TI{ESE NON-11.1PACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE 4lITH AND MEEf 7HE REQWREAfEMS � $$„j�
OF THE FLORI�A BUILDING CODE(FBC). 48" MAX. FRAME WIDTH - - e e c
4. ALL ANCHORS SECURING PRODUCT FRAAIES TO PRESSURE TREATED BUCNS Oft w000 FRAMING SFNLL BE A� � � ' � i= '
CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSl1RE TRFA7INC CNEMICALS IN THE W000. 5 �48" MAX. FRAME WIDTH��4�� MAX. � � � a { Y
5. AWTERIALS,INCLUDING BU(NOT UlAITED TO STEEL SCREWS,hIAT COME INTO CONTACT WITH OTHER�IS51lAIUfl
MATERIALS SHALL FIEET THE REQUIRElAENTS OF FIORIDA BUILDINC CO�E CHAPTER 20. �
e, TO lHE BEST OF OUR KND{vLEOGE,7HE PROOLICT SHOWN HER�N IS CERiIFIEO k OUAUIY ASSUflED BY A
FLORIDA STATE APPROVED CERTIFlCATION/QA ENTfIY dc SHALL BE IABELED IN ACCOR�ANCE 1YIT}i 7HE FBC AND / // � � � § 6
TIIE FLORIDA OEPART6fEM OF BUSINE55 dc PROFESSIONAL REGUlA710N SPECffICATI0N5. PRODUCT ASSEIABL7 IS
�IOT PpRT OF T111S DRAWING ANO SHALL BE IN ACCORDANCE WITH THE ANNUFACTIIRER'S�IIALfIY pSSURANCE
SPECIFlCAl10NS k lESfING REPORTS. B1 B1 82 FRAME SCREWS 82 E�UALLY Q � � � a
7 CERTIFlCATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF M!Y OF THE FOLLOWING 5 5 � S WHERE SHOWN. 5 v SPACED i q� � i
APPLY: t)PRO�l1CT IS INSTALLEO WITHOUI'A 9111LDING PERMIT FROM THE APPLICABLE LOCAL BUIIDING OPPOSRE SEE "FRAME OPPOSITE � g B g �
UEPARi1.lEM'. 2)PRODUCT IS INSTALLED BY ANYONE OTHER iHAN A 110ENSEO CONiFiACTOR IXPERIENCEO WRH ANCHOR � � � � � � `�
IIJSTAlIAT1011S OF h115 IYPE OF PROOUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRO�UCfS CERTIFlCATION FIN ANCHOR
ENTIi1"S CERTIFlCATE THAT CAUSE hiESE INSTALlAilONS TO BE INCORRECT OR INCONSISTENT WRH YlHAT FVS WITHIN 2�� OF REQUIREMENTS EQUALLY � a a � �
eE�r�s�o. CORNERS & 8" TABLE" ON THIS SPACED "
B. 7HE LEAST OESIGN PpE55URE SPECIFIED ERHER IN THIS DRA41ING OR IN TfIE PRODUCTS CERTIFlCATION SHAIL �- F. THESE 2 �
CONTROI FOR THE INS�ALLED PROOUCT. = MAX. O.C. WITH x SHEET FOR W
9.T{FSE DRA'NINGS CFATIrY hiE PROOUCT INSTALLATION ONLY. WATER PROOFING OF TNE INSTALLED PRODUCT IS w STANDARD c� ANCHORS REQUIREMENTS.
NOT PART OF hIIS INSTALLATON CERTIFlCATION. THAT RESPONSIBILITY SHALL BE iHAT OF THE 61ANUFACTURFR 2 = ARE NOT
x/ort iNsrau�. PERFORMANCE REQ'D WHEN
WINDOWS & 4" j w � 9"' MAX. �
ALTERNATE ANCHOR/SUBSTRAlE EVALUATION NOTEc � MAX. O.C. WITH � FRAMOEw — — / � �g�rn
- ALL ALTERNATE ANCHORS IN THEIR SPECIFIED HIGH � HEIGHT IS ��l o '
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE X PERFORMANCE �� >< 62" OR LESS / g" MAX o w a o
WITH THEIR APPIJCABLE STANDARD(5) AND ARE FOUND � WINDOWS. SEE � (TYp EACH �� d'
TO BE EOUIVALENT TO OR STRONGER THAN THE - "FRAME ANCHOR • SIDE) �- ���"�'
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT m REQUIREMENTS � 3 �-m h
TABLE" ON THIS EQUALLY p �o�n '
0
INSTAWIPON EYALUATION IS BlSED ON APPLICABLE ANCHOR STANDARDS AND/OR SHEET FOR '' SPACED Z a N
� INFORMA710N&RESULTS FROM APPLICA9LE TEST RFPORTS. 7HE RORIDA BUILDING REQUIREMENTS. � � c7
COOE VERSION CONSI�FAEO{YRH THE EVALUATION YlAS TIiAT IN FORCE AT THE TME �
OF THE EVALUAl10N. IN 7HE EVQJf OF CODE VERSION CHANGES/UPDATES OR IN
THE EVFM THAT NEW OR AD�fIIONAL TESTINC IS COMPLEfED ON THE REFERENCED EQUALLY = �
PRODUCT,PRIOR TO STATING CODE COMPWNCE WITH THE STATE,THE MANUFACTURER SPACE�
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECOR�hIAT 7HE / W �
INSTALLATIONS SPECIFlED HERE-IN ARE CURREM YlRH THE 1HEN LURREM TESiING, -� �
CODE AND APPIICA9LE STAIJ�ARDS. / / � Z LL' {
' FRAME ANCHOR REQUIREMENTS TABLE N �
OPENING IYPE FRAME�CLIP/NAIL FlN TO MINIMUTA lAINIIAUM a NO ANCNORS REQ�D EXTERIOR ELEVATION: �4 M� Z C9p
(SUBSTRATE) OPENING FASiEtJER 7YPE EFIBED eoce oisr. EXTERIOR ELEVATION: AT HEAD & S�LL > Zm
� (�)FRAME SCREWS SERIES 20 SINGLE WINDOW SINGLE WINDOW o a� m
I.fIN.2Xi tY00D FIL1l.fE OR BUCK (FRAME SCREW INSTALLED SERIES 20� � W o �`
(AIIN.GR.3&C=0.55) N0. 10 SMS�R W000 SCREW , ,��• a�a• (FIN INSTALLED SERIES 10� o z,_,�"n
l,flN.18 GA.33 K51 I.IEfAL SN� N0. 10 CR.5 SELF TAP DRILI SCREW NLl i/z' SCALE: 3/4�� = 1'-0" SCALE: 3/4" = 1�-0�� � ZQ zLLn
ldlN. 1/B'THK n36 SiEE1 N0.70 GR.5 SELF TAP/DRILL SCREW NLL 1/2" �1 `ila�'-
I.fIN. 7/B"iHH 606]-TS ALUM. N0.10 GR.5 SELF TAP/ORILL SCREW FULL 1/2" —Wa. � �og i
C-90 ClAU/2500 P51 CONCREfE (�) 1 4"CONCREfE SCREW 1 7/4' p• � W Z��u�.
(�)INSTALLATION CLIP SCREWS (SERIES 20) ALLOWABLE DESIGN PRESSURE �5��W
A11N.2X9 WOOD FfiAl.IE OR BUCK SINGLE WINDOW - yN mma
(AIIPI.GR.3&C=0.55) N0.10 SMS OR Vl00�SCAEW 1 1/h' 3/4' � � � Z d �
l,III! 18 GA 31 KSI I.IEfAL STUD M0. 10 GR.5 SELF TAP/DRILL SCAEW NLL 1�2' WINDOW SIZE ALLOWABLE - N 3U n�
lIIM. 1/8�THK A]6 STEEL N0. 1�GR.5 SELF TAP/ORILL SCRtW FULL i/2' MAX_ MnX• Sn� FlXED SASH ACTNE SASH (ROSSiP/E _ •�.�� 33�
UIN. 1/e'THK 6�fi3-TS ALUAI. ND. 10 CR.5 SELF TAP DRIIL SCREW FULL 1/2' FRAME FRAIAE MEEIING RAIL MEETING RAIL P
YIIDTH HEIGHT REINFORCEMENT &
C-sa C�lu/250o P51 cONCaeiE (�J t/a'CONCRE7E sCREw 1 7/a' (IN.) (IN.) REINFORCEMENTREINFORCEMENT NEGATIVE) ,,�'{'i. ,. o ,�
NAILING FIN FASTENERS (SERIES 10 (p5F) N d
AIIN.2X4 WOOD FRAME OR BUCH (�1 N0.B%1 1/2'SAIS � � (�)36 59.5 NO NO YES 35 Z M• �in
(�.nw.ca.a�c=o.ss) /e' V2' , o v
AIIN.2X4 SYOOD FRAI.IE OR BUCK (�1 76 72 YES NO YES 35 . . F �
�a
�'�z'x i i GA.ROOFlNG NAIL i �e � z �'�4z �2 YES YES YES 5o HIGH PERFORMANCE ,... 7. � � Nz
(I.fIN.GR.3 k G=0.55) �� � (�)q8 59.5 NO YES YES 35 WINDOVJ -� -
- Allpl. 1/B'THK Alfi STEEL d1N0.e GR.5 SELF TAP/�RILL SCRPN NLL 7/2' (�)48 72 YES YES YES 35 ' � � ��
AIIN. 1/9"THK 6063-TS AWA1. (�)N0.B GR.5 SEfF TM1P/DRILL SCREl7 NLL 1/2' (i)48 B4 YES YES YES 35 - `� U `� za
(7)FwdAE SCREwS SHaLL BE PaN HEaO OR HIX HEnD SCRE14 0)WINDOW HhS A MAXIMUM 35'TALL 90iTOM VENT. ',.-��G��"""'_`,.�;"�" �
(2)CONCREfE SCRE1vS SHALI BE ELCO ULTRACONS,ELCO CREfE-FIEJ(,ITY!RAI.ISEf/RED (�)WINDOW HAS EOUAL TOP & BOTTOM VEN�S. �f7 `^�'`•"' u- �
HEAO TAPCONS OR HILTI KYIIK-CON II(HARDENEO STEEL OR S.SJ. '�'�:�, �''' \
(3)WHEN SCREYlS ARE uSED 1YfRl THE Nnll FIN,TiEY MUST BE A WAFFLE HEAO SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS "''�"�.'°'�� DRAWING ND. REV.
OR HAVE A MT WASFIER AT hIE SCREW HEAD. ONLY THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 1572 E
(A)ROOFING NAILS ApE ONLY APPLICABIE WITfi SrMIDAR�PERFORMANCE VlINOOYlS(N/A SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL SHEEf ND.
lYflli lIIGH PERFORI.wICE WINDOWS) WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. � oF 5
1
(1 1/J
DMWN H(: CNECNEO BY:
FOR MAX. OVERALL UNIT WIDTFi, SEE WINDOW FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW P�Oi:R� oeie WS
PRESSURE TABLE ON THIS SHEEf PRESSURE TABLE ON THIS SHEEf �-�s ai/�o�oa
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDNIDUAL o
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2'TO 3' 2'TO 3' 4° 4° 4� 4" A2 4" 4° 4� 4" m
5
F
�� SEE SINGLE WINDOVV / / / �
' ELEVATION FOR FIN CLUSTER FIN FRAME SCREWS
ANCHOR ANCHORS AT MUWON WHERE SHOWN AT
SEE SINGLE WINDOW
REQUIREMENTS & I INDIVIDUAL WINDOW I ENDS SUCH THAT I INDIVIDUAL WINDOW I HEAD MULLION END. �
WIDTHS ARE RESTRICTE� THERE ARE A TOTAL ELEVATION FOR FlN WIDTHS ARE RESTRICTED SEE "FRAME ANCHOR
POSITIONS AROUND ANCHOR
TO DIMENSIONS SHOWN OF 4 POSITIONED AS TO DIMENSIONS SHOWN REQUIREMENTS
WIMDOWS REQUIREMENTS &
BUT OVERALL UNIT SHOWN. SEE "FR4ME BUT OVER4LL UNIT TABLE" ON SHEEf 1
POSITIONS AROUND
FRAME WIDTH SHALL ANCHOR FRAME WIDTH SHALI FOR REQUIREMENTS.
� CONTROL REQUIREMErfTS = WINDOWS CONTROL
w � � TABLE" ON SHEET 1 w �n
= FOR REQUIREMENTS. _ � � z c�'i n
� / / / � j / / F a�rn
¢ � ¢o
� o
� � own_
a
/� X � X � x � � X � X � X 3 ��=i
� � � I I o �o��
cV N p 0}n
^ ^ 3 wa��
�
Z
� �
I I � I � s
1 � �
/ / � INSTA�IJ.nTION � � � � �
J
• • � (7 O
INSTALLATION CLIPS WHERE SHOWN. SEE �� a �� � �� m
EXTERIOR ELEVATION: 'FRAME ANCHOR REQUIREMENTS TABLE" ON 4' 4 4" 4� 4" 4" 4' 4"� N W¢ a
SHEEf 1 FOR REQUIREMENTS. � ?��^a
MULTIPLE WINDOWS NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: � �' �a
FIN INSTALLED SERIES 10 IN LIEU OF FRAME SCREWS �
ZQ�
� � MULTIPLE WINDOWS W Wa�b<
SCALE. 3/4" _ �'-o" FRAME SCREW INSTALLED SERIES 201 W ��"'�
� � z���
SCALE: 3/4" = 1'-0" �����
'y �V7 omo
y fn m
Z���
- ,'�3 U
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS , `�i3`�
+ oVERnLL FOR INSTALLATION CONDITIONS ONLY
WIN�OW SIZE ALLOWABLE THE GOVERNING DESIGN PRESSURE ON ' � a
PRESSURE
MAX. MqX MULLION STILE FIXED SASH ACiIVE SASH THE WINDOWS SHALL BE THE LESSER � " �� . Z �n w
REINFORCElAENT REINFORCEME MEEfING RAII MEETING RAIL �POSIIIVE '-;
FRAI.IE FRAME n,PE REINFORCEMENTREINFORCEMEM & OF THAT SHOWN IN THE INDNIDUAL � � o =a
VlIo7H HEIGH7 NEGATNE) WINDOW'S STATE APPROVAL OR THAT , .,•, `
(IN.) (iN.) ' (PSF) SHOWN IN THIS TABLE. - , '" � � �z
DOUBLE WINDOWS ..:''-i � rc Z
72 53.5 I-BEAM NO NO YES 35 NOTE: "�,��,�'. �_ �� � � Q
n 65.5 BnR rES YES YEs 50 HIGH PERFORMANCE �_ qLL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFlED. �
72 72 I-BEAM YES NO YES 35 WINDOW - �•^;':;-'. 3
a 535 i- v 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. ��r;�,y��`',+a,
96 72 -B YES YES YES 30 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, '�'.'�;p;�;�,yyt'i'�8` oaawu�c No. aEv.
TRiPLE WINDOWS ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE �5�Z E
708 53.5 I-BEAM NO NO YES 35 COMPARABLE TRIPLE UNIT. sxetr rio.
108 72 I-BEAM YES NO YES 35 2 op -rj
�� VI
onnwr�er: u�[cKm er:
WAu. W.WS
PIOT: MIE
1�16 01/]0/OB
108" MAX. OVERALL FR4ME WIDTH 108" A�AX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUA�_ 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL o
WINDOW WIDTH WINDOW WIDTH WIN�OW WIDTH N1INDOW WIDTH WINDOW WIDTH WINDOW WIDTH
z•io a' 2'io 3^ 4" 4�� 4,� 4" SIMILAR 4�� 4,. q^ 4^ �
A2
5
_ �
�� SEE SINGLE WINDOW � � � o
CLUSTER FIN
ELEVATION FOR FlN FRAME SCREWS z
ANCHORS AT MULLION SEE SINGLE WINDOW
ANCHOR WHERE SHOWN AT �
REQUIREMENTS & � I ENDS SUCH THAT I I HEAD MULLION END. �
INDIVIDUAL WIND0IN ELEVATION FOR FIN INDIVI�UAL WINDOW
THERE ARE A TOTAL WIDTHS ARE RESTRICTED �
POSITIONS AROUND WIDTHS ARE RESTRICTED ANCHOR SEE "FRAME ANCHOR
OF 4 POSITIONED AS
WINDOWS TO DIMENSIONS SHOWN REQUIREMENTS & TO DIMENSIONS SHOWN REQUIREMENTS '
BUT OVERALL UNIT SHOWN. SEE "FRAME pOSITI0N5 AROUND BUT OVERALL UNIT TABLE" ON SHEEf 1 �
ANCHOR FOR REQUIREMENTS.
= FRAME WIDTH SHALL REQUIREMENTS ts WINDOWS FRAME WIDTH SHALL
w I CONTROL � TABLE" ON SHEEf 1 W CONTROL N
= FOR REOUIREMENTS, _ � � z��
s j j w j j F���
� O � O oZa�
/ / X � � �.
� X � / X / �o�M
U�
� � � � � O ��m�
n � Z o��
S aN�
c�
z
�
� � I I � �J
- � �
// % �j INSTALlATION Z �
IXJP j j N �
INSTALLATION CL1PS WHERE SHOWN. SEE ���. a �,��, � Z�
EXTERIOR ELEVATION: 'FRAME ANCHOR REQUIREMEMS TABLE" ON 4' 4" 4" 4" 4" 4" 4" 4 N W¢ a
SHEEf 1 FOR REQUIREMENTS. o ?��^a
MULTIPLE OPERABLE/FIXED WINDOWS NOTE: CLIPS MAY BE USEO AT HEAD ALSO � �' �<
EXTERIOR ELEVATION: zq� .;
(FIN INSTALLED SERIES 10� IN LIEU OF FRAME SCReNS m Wa�;<
SCALE: 3/4" = i'—o" MULTIPLE OPERABLE/FIXED WINDOWS � �;
'� ALLOWABLE DESIGN PRESSURE (FRAME SCREW INSTALLED SERIES 20� n �?���
(XOX WINDOWS) SCALE: 3/4" = 1'-0" �-~'���_�
+/-30 PSF ��'`��mn
Z"�
��U y
PRESSURE SHOWN IN TNIS TABLE IS FOR
INSTALlATION CONDfTIONS ONLY. THE ' ���
GOVERNING DESIGN PRESSURE ON THE -
WINDOWS SHALL BE THE LESSER OF THAT . ' , � W
o a
SHOWN IN THE INDIVIDUAL WINDOW�S STATE " Z N wn
APPROVAL OR THAT SHOWN IN THIS TABLE. '� ' ; � �...
�} ,. �' . � 3�.i
NOTE: " , �
,�=.� . '— ,^,.�:.
a,�•;;. a.,,..- ._ :
.. ..:,:��.'�,
7 ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. '�' %'s•�`= .
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED '','9f�9;';:''�'`"�`" 3
TO A MAXIMUM OVERALL FRAME WIDTH OF 96�� DMWNC NO. REV.
1572 E
SHEET N0.
3 aF 5
,> u, .
OM1�WN BY: LNECXEU Bl:
FOR MAX. FRAME WID7H, FOR MAX. FRAME WIDTH, P`oi..xu a�.ws.
SE£WIND4W PRESSURE SEE WiNDOW PRESSURE f=�a o�nat�
TABLE ON TN1S SNEEt TABIE ON TH1S SHEE(
�
5� �4,. MAX. �
�
-r-
FIN ANCHOft // ,/ �
WI7NlN 2" OF �
CORNERS & 8" � �
MAX. O.C. SEE � / z
"FRA�AE ANCHOR �
REQUIREUENTS — 18" MAX_ 6.C.
TABLE" ON THIS � p
2 SHEEf FOR � ,
= REQUIREMENTS g� 81 � g2 82 z
5�, � S � w 5 v 5 `� FRAME SCREWS
� OPPOSRE OPPOSRE
¢ � WMERE SHOWN. w N
� � SEE FRAME d��
ANCktOR F� rn
yz /` � ��/' g�• � RE4UIftEMEMS Q W¢a o
/' " --- 7ABLE" ON THIS a? d.
;o — � � SFIEEf FOR o o�,."'�
r . ,,^ f 9" MAX. REQUIREMENSS o ��m�
i � o o�n
Z �o�
3 `�c�
1 S" AdAX. O.C. �
z
j / � _
= W.
� u? �.
a z �
_ , � NO ANCHORS REQ'D �4" MAX. � �
. EXTERIOR ELEVATION: nr r+�no & si��. EXTERIOR ELEVAT(ONY
SING�E WINDbW WITN 7RANSOM EA S{NGt_E WINDOW WITN TRANS4M � zm m
(FIN INSTALLED SERIES 101 (FRAME SCREW INSTALLED SERIES 2Q) � �
�
SCALE. 3/4" = 1'-0" SCALE: 3(4" = 1�-0" o ���"„
�4 z�n
W W0.��3n
ALLOWABLE DESIGN � �����
PRESSURE � ���e�x
(wwoow wim �nr+soM) „ ~ �"z��`
WINDOW SI2E pLLOWABLE - '�v
z
� � PRfSSURE ;.,,.:;=; g 3 y
FRAME FRAME {PQSITIVE . ,.
(IN) H(IN)T NEGATIVE) `ti';Vr.i :�;.x,'•,t��.: 4 d
(PSF) � �
30 ?6 35 � ,
t a �'n
46 76 30 � � � ��
�.�i -, � U Up
� � 3u3
` �' w
'o'i''o_ ._ f{: 1 U a
I•1'rf�ie,Sa�E`;(•,�' OR4YtlN ND. REV.
1572 E
sHct�'No.
4 ov 5
�(� i���
OMwN BY: CHECKE�Bf:
FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER
WA.u. w
"FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER 1/4" MAX. SPACE FRAME WIDTH-- P�*��_i °Aojm�oe
SE4LANT BY " REQUIREMENTS TABLE" °FRAME ANCHOR �,_
OTHERS BEHIND �= REQUIREMENTS TABLE" SUBSTRATE BY �
NAIL FIN • ^ OTHERS PER �
"FRAME ANCHOR
•- 1/4" MAX. REQUIREMENTS
_ _ r SPACE ' TABLE" SERIES 10
� • 1/4" MAX. SHIM WINDOW
SEALANT BY ��� `.,:= �;'� rAT EACH ANCHOR FRAME €_
OTFIERS FlN ANCHOR PER o
SEALANT BYt^ ELEVATION o
� OTHERS �q �
SERIES 10 SEAIANT BY �
WINDOW � � SERIES 20 NTHER N BEHIND �
FRAME .. �
� WINOOW •;.
= EXTERIOR FRAME � ;;; �
w � ,'�`
EXTERIOR a = ;�,:•';:
�
:.;:j. EXTERIOR Z��
� W ',y::,.:
SERIES 10 � ' o aJ�e,
WINDOW SEALANT BY �a o
FRAME � � 0�� SERIES 20 - OTHERS o w a�
WINDOW �� , ���M
S�n,�nntr BY J� �ME SECTION
OThIERS L I��� � O � INSTALLATION CLIP B� ���"
LJuL�J ��� PER ELEVAl10N SCALE. 1/2 FULL 5 Z S o��
SEALANT BY � 1/4" MAX. SHIM FRAME WIDTH— 3 a c�.i�
-'•?'`=� OTHERS AT EACH ANCHOR � c�
`%,;. •., 1/4" MAX. SHIM � � z
SUBSTRATE BY �
1/4" MAX. OTHERS PER = p
SEAIANT BY ;',;;_;:;�.:; '.:: ''a��`' - SERIES 20 w �
' - SHIM AT EACH CUP "FRAME ANCHOR WINDOW � C� ,��'
OTHERS BEHIND `:. :.� ;,�','� ��•�+
NAIL FlN �� " �'�� � " �� REQUIREMENTS FRAME
FlN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER � . �� TABLE" • � �
SECTION "FRAME ANCHOR ' " �- �•.` '•' ' � -�
A1 INSTALLATION CLIP SCREW �
' i�
� SCALE. 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP) • j Zm
"FRAME ANCHOR � m
'' ' ' CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK � w -
REQUIREMENTS TABLE" N wa "
TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE FRAME ANCHOR � \ Z��R p
IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION p2 ,._ PER ELF/ATION Q � c� " �
SCALE: 1/2 FULL 5 [� W wa zLLa
a�
_'.;,':r L� � W��w5
: � .� ���;� EXTERIOR N Wz���
SUBSTRATE BY OTHERS � ����,, �J �
.r'^Y.i.. :��;i,;.,.::.ii:: SEALANT BY � �v���i
PER "FRAME ANCHOR � �'�•••:.•• _ �Z� a
REQUIREMENTS TABLE" - OTHERS _ N�U �
SEALANT BY � 1.325 �I r0.293 � -'�``��c=' ��`�
OTHERS �1 1� �` '.�`:,;':. W.
� 3" ,. SECTION 82 0
� FRAME SCREW PER ELEVATIONS ��� 6
0.060 SCALE: 1 2 FULL.,�.,+5•' ix•. z N n
& "FRAME ANCHOR � I c�y ��
EXTERIOR REQUIREMENTS TABLE" �c� . " Q .�+ �p
.. " . � ii.i
OPTIONAL (SERIES 20) DIRECT MOUNT DEfAIL O1 INSTALLATION CLIP _ - _ � �°
TO SUBSTRATE WITH SPACER (viM"�) -- ' - �
" (HEAD SEC110N SHOWN, SIDES ARE'INSTALLED THE SAME) :�� :.
(SILL DOES NOT APPLY} , ���z' ,: oanwiNc No. REv.
(FOR DEfAIL NOT SHOWN, SEE SECTIONS A2/4 & B2/4) ,;�f,:,' ,�•;��'� �57Z E
.yf� - SHEEf N0.
;,�8� ;'4'i� �j oF 5
(1 " R,
5/+J20i7 Florida Building Cod�Online
� . - - . - , - -- _ .. .. ,�.,o;:,�._.�
, - z ` _ ' '. !,�'tfiw:G:F: •�,�,.✓p,*��.-,x.��:�,7
, . - � ,�'_-�r,/�'��> .,.�-���1� qlei�i
� � ,=i;_ , .., , ' � _ ' _ .. . '_ S` ., �.3d"i'�LF�'J'�"}"r,�S'p. . .a.�,�����x1� V•;;,. ,�.
..� :J,_, ' . �� .�'i£.,�,'��4. < M:,:���I�Fu� �{il:i 3>,.�#J
;'E' ' -;4.lf' t ��4- '�".L��"^.�'�w:;-
,. . _. '��i... ..... '` i�,. , . . . _ ' .............._.._ . . :�:�_.....
;„x.�.._..g__..:.<�:r .;R^';�,-:
. . , , - .. �. `• - � uirecac�(ri'�?'g:"-.;:;'��;"i:'e:':.`.`-at:�..,-�F.,-.`..�.. ..'x r�i..�.
., ,,,
� , __
; . . ,r �
x'.,����
, ,. . •
i..: `
,_.xc
. . , , -.. ..__�:-: '"
.
:....._. _._....,�_,._...w._. .�,. .......n..:_..,.�......._..:...... ........._.._w..,._.._:,._.,:. ..,_.,_...�,_�, ,::,:,� � .....,»..: .. , ,. _......__a....m.....
�� :;..�:.��Sr�..:.::�a� ,. � . .-.:::' ..c:
......i..:.._x.....:....: :__ . .....-:...,... . .
BCIS Home Log In ! User Registration Hot Topirs Submit Surcharge ; �Sta[s&Facts ; Publi�ations FBC Staff BCIS Site Map Links � Search
� I-��./Ii�C7 � . _'
�� � ,. ;, � t• r,.��)Product�,pproval
�� ���,i�' ��;�''�.:=.USeR. Public User
� � � �•, y�,� . .
� .s .,...".�7
Fmduc[Aooroval Menu>Protluct or.4oplir.a[ion Search>P.uolir.ation List>Application Detail
,. . ...._..,._..._ �'� ��\
� `�.�' .�`=,``:`'� .- FL# ; FL16812-R2f '
��--W"=�`����=�="--��--���-� Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer � �Fela Corporation � �
Address/Phone/Email 10�Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pella.com
Authorized Signature TROY FARR
tbfarr@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND, OR 97230
(503) 405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-1000
PJBortselie{I�r@pel la.com
- � �
/ �
i Category F i Windows � f,
Subcategory 1 Single Hung /
� �
Compliance Method Certific�ion Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E. Lunn, PE
°E' Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I,S.2/A440-08 . 2008
AAMA/WDMA/CSA 101/I.5.2/A440-11 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https:!/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsYPC%2bYp18uGSwXES%2bklS2jqpAoTPDsFGQ%3d%3d 1!4
,.
5!42/20i7 Florida Buildino Code Online
- Date Submitted 03/09/2016 -
Date Validated 03/1D/2016
Date Pending FBC Approval
Date Approved 03/17/2016
Summa �of ProducYs
�F!# f�odel, fUumber or IName �Description
16812.1 250 Series Single Hung Window 36" x 63" vinyl non-impact single window
E-_ —_ __ .
ILimits or'Use Certification Agency Certificate
kpproved for use in FQVHZ: No .I FL16812 R2 C CAC CCL 411-H-1462 06 07 odf
Ikpproved for use outside H1/EiZ:Yes Quality Fissurance Contract Expiration Date
i Impact Resisranf: No 08/06/2021 °
Design Pressure: +35/-35 Installation Insfructions
� Other: Configurations of glass shall conform to the current FL16�12 R2 II Drawina 1S67.pdf
i ASTM E1300 standard. � Verified By; Warren W. Schaefer P.E. 44135
Created by IndependentThird Party• Yes
Evaluation Reports
' FL16812 R2 AE Drawinq 1867 pdf
i Created by Independent Third Party: Yes
;16812.2 250 Series Single Hung Window 48"x 84" vinyl non-impact single window with fully
reinforced stiles &rails
�Limits of Use Certification Agency Certificate
IApproved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.08 .09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Ympact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
� Other: Configurations of glass shall conform to the current FI_16812 R2 II Drawinn 1867.r,df
i ASTM E1300 standard. Verified By: Warren W. Schaefer P,E. 44135
Created by Independent Third Party: Yes
, i Evaluation Reports
" FL16S12 R2 AE Drawina 1867.odf
iCreated by Independent Third Party: Yes
��16812.3 � 250 Series Single Hung Window 54" x 66"vinyl non-impact single window with fully
\ ^ � �__ reinforced stiles &rails &HP package
�..._...._. _ — ---- -
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.14 .15.odf
Approved for use outside FiVHZ:Yes Quality Assurance Contract Expiration Date
Empact Resistant: No 08/13/2021
Design-Pressure: +50/-50 (Installation Instructions
�� Other: Configurations of glass shall conform to the current � FL16812 R2 II Dra�•vinq 1867.odf
ASTM E1300 standard. Verified By: Warren W. Schaefer P,E. 44135
� Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R2 AE Drawina 1867.odf
' � f Created by Independent Third Party: Yes `
��
16812.4 250 Series Single Hung Window 48" x 72"vinyl non-impact single window with fully
reinforced stiles &rails &HP package
�Limits of Use Certifcation Agency Certificate
Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.16 .17.�df,
Approved ior use outside HVHZ:Yes Quality Assurance Contract Expiration Date `
Impact Resistant: No 08/13/2021
� Desi�n Pressure: +50/-50 Instaltation Instructions
Other: Configurations of glass shall conform to the current FL16812 R2 II Drawina 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P,E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
� FL16612 R2 AE Drawina 1867.odf
Created by Independent Third Party: Yes -
16812.5 ^ 250 Series Single Hung Window 72 1/2"x 63" vinyl non-impact double window
Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.00 .Ol.odf
� Approved for use outside tiVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant: No 06/14/2021
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL16812 R2 II Drawinq 1S67.pdf
ASTM E1300 standard. Verified By; Warren W. Schaefer P.E. 44135
� Created by Independent Third Party: Yes
I Evaluation Reports
� FC16812 R2 AE Drawinq 1867.�df
I Created by Independent Third Party• Yes
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsYPC%2bYp18uGSwXES%2bklS2jqpAoTPDsFGQ%3d%3d . 2/4_
GENERAL NOTES: onuvH er: cxecKm ar:
w.ws.
;1. ALL FASTENERS SFfAL1 8E IN ACCORDANCE WfI11 11iE5E�RAwINGS. SPECIFlEd ANCHOR Eb10ED TO FOR MAX. FRAME wIDTH, SEE FOR MAX. FRAME VIIDTH, SEE rwrAµ o„e
�BASE hNTERINL SkI�LL BE BEYONO wnu FlNisn oe srucco. NOTE BELOW A� � NOTE BELOW � -�s oo/os/u
2. OPENINGS,BUCI(ING k BUCKING FASTENERS AAUST BE PROPERLY DESIGNEO k INS7AlLE0 TO TRANSFER 4
'�YIND LOn�S TO THE STRUCTURE I ,,,
7. TIIESE NON-IMPACt RhTm PRODUCT INSTALlATI0N5 ARE IN ACCOROfJJCE 171TH M1D MEEf 7HE � ^
REOUIRE61ENT5 OF 1HE RORI�A 9UIL�INC CO�E(FBC).
4. FLL ANCHORS SECURINC PflODUCT FRA6f6 TO PRESSURE TREATED BUCKS OR VlOOD FHPu1NG SHaIL
�BE GPABIE OF RESISTING CORROSION CAUSE�BY 1HE PRESSUflE 1REATING CHEMICAlS IN 1HE WOOD. / 4� MAX' � ;
5. IAqTERNLS,INCWOING B17(NOT LIMRED TO STEEL SCREWS,THAT COME IMO COMACT Wflli OTIiER , j Q /
OISSII.IRAR MATERIAlS SHALL AIEEf TIiE REOl11REMENTS OF FLORIOA B111L01NC CODE CH4PTFR 20.
fi. TO THE BESf OF Of1R HNOWLEOGE,7HE PROOUCT SHOYIN HEREIN IS CERTIFlED k OIIALfIY ASSURED FIN FASTENER WITHIN 2�
��Y A FLORI�A STATE APPROVEO CFRTIFlCA710N/OA INiIIY&SMALL fiE fABELEO IN ACCOR�ANCE WITH hIE OF CORNERS & 4 1/2" FRAt�IE SCREWS WHERE SHOWN � �
FFiC ANo THE FLORI�A OEPARTMEN!OF 6uSINE55 k PROFESSIONAI REGI1lAT10N SPECIFlCATIONS. MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR
PROOUCT JSSEFI�LY IS NOT PART OF iH15 ORAWING ANO SkWl 8E IN ACCOR�ANCE WITH THE �
l.INJUFACTURER'S OUALf1Y 15511RANCE SPECIFlCATIONS&TESTING RFPORTS. REQUIRED DESIGN REQUIREMENTS TABLE" oN THIS �
7. CERTiFlCATON OF 711ESE PRODUCT INSTALLATIONS SHALL BE CONSIOERE�V01�IF ANY OF THE PRESSURE IS OVER i��-35 � SHEET fOR REQUIREMENTS. :
FOILOWING APPLY: 1)PROOUCT IS INSTALLED V!R}{OUT A DUIL�ING PERMR FAOAI THE APPl1CABLE lOCnl C1 O
BUIL�ING�EPART6IEM, 2)PROOUCT IS INSTALLEO BY ANYONE OTHER M4N A LICENSEO COMRAC70R 5 p PSF; 9"' MAX. O.C. WHEN w �5 0 (NOTE THAT WHEN JOB � �
IXPERIENCED WI711 INSTALIA710N5 OF 7HI5 IYPE OF PRODUCT. 3)IF CHANGES IIAVE OCCURREU TO THE JOB REQUIRED DESIGN m REQUIRED DESIGN PRESSURE IS g
� PROOl1CT'S CERTIFlCA7ION EMiIY'S CQ2TIFlCATE 711nT CAl15E 7HESE INSTALLATIONS 70 BE INCORRECT OR PRESSURE IS +/-35 PSF w OVER +/-35 A FRAME FILLER
iNcoNsisTerii tivrni wrwT ws n�hsreo. OR LESS. SEE "FRAME o MUST BE USED AT EACH FRAME
0. TIiE LEASi OESIGN PRESSURE SPECIFlED ERHER IN THIS ORAWING OR IN THE PRO�UCTS CERTIFlCA710N Z SCREW, SEE SHEET 5 FOR
SHALL CONTROL FOR THE INSTALLED PRO�UCT. ' - ANCHOR REQUIREMENTS
9.THESE ORAWINGS CERfIFY THE PROOUCT INSTAILATION ONLY. WATER PROOFlNG OF THE INSTALLEO TABLE" ON THIS SHEET � w PART DETAIL)
PRODIICT IS N0T PMT OF TF95 IDISfALlATION CERTIFlCATION. TFIAT FESPONSIBRlIY SHALL BE TNAT OF THE 2� �
i.+aNuvacruaca�/oR irurw[2. FOR REQUIREMENTS. j r � 6.�
� - - - �- z
j W j 6 0 ��oo
. � ¢ � � � ��NI
� Z oZaN
WS�AIiATION EVALUATION IS B/Sm ON MPLJCABIE ANCHOR STANDAROS MID/OR INFOR1.W710N k RFSVLTS x 3 U� �
fR01A PPPL1GBfE TESr REPORTS. TNE fLORIDA BUIl01NG CO�E VFASIaN CON9�ERED WI7F1 THE CLUSTER FIN FASTENERS AT ¢ ~ Q,._7 s'-
EVAWnTION WAS 7Fi4T IN FORCE AT 7HE IIME OF THE EVALUATION. IN 7HE EVEM OF COOE VERSION MEETING RAIL ENDS SUCH THAT � a W o d�
LtIaNCFS/UPDAIES OR IN THE EVENT 7HAT NE1V OR AD�RION,aL lESfING IS COAIPlETEO ON THE
REFERENCEO'PHODIICT,Pp10R TO STATWG CODE COb1PWWCE WrtH iNE SfATE,THE NANIIFACNRfR SHALL THERE ARE A TOTAI OF 5 � � a
CONFlHId WIRI lllE UISfALLATION EVAWA710N ENGINEER OF RECOflO 7HAT 1ME WSfALLATIDNS SPECIFlED 0
HERE-M ARE[URREM WIIII THE RIEN LIIRRENf TF577NG,LODE AND APPIICABIE SiAN0AR05. POSITIONED AS SHOWN. SEE � I
"FRAME ANCHOR REQUIREMENTS o '"
FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON 7HIS SHEEf FOR z
REQUIREMENTS. c� _ � p.
OPENING iYPE FRAME/CIJP/NAIL FIN TO MINIMUM MINIMUM Bl � ~
(SUBSiRATE) OPENING FASTENER TYPE E�18ED EDGE DIST. � �� � .
' ��� FRAME SCREWS 4 / j � �
� MIIN. 2X4 WOOD FRAME OR BUCK -- 4" MAX. '
(MIN. GR. 3& G=0,55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4� � , � ? Zm
Mlil. 10 GA. 33 K51 METAL STUD N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' . . • •a . � W� =
bIIN. 1/8"THK A36 STEEL N0. 10 GR. 5 SELF TAP ORILL SCREW Fuu. i/z• EXTERIOR ELEVATION: EXTERIOR ELEVATION: z ?��^<
MIN. 7/B" THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL i/z' SINGLE WINDOW SINGLE WINDOW � Zd��i
MIN. C-90 CMU OR 2500 P51 CONCREfE �z) 1/4" CONCREfE SCRElY 1 1/4" Z" w wd���
SCALE. 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
(�) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) W �"u��°
l.IIN. 2X4 WOOD FRAME OR BUCK Z� "'
(MIN. GR. 3 &G=0.55)
N0. 10 SMS SCREW 1 7/4' 1/2' p =-Fi��o
MIPI. 18 GA. 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL �/z° NOTE: FOR MAX. SINGLE SIDE JAMB �N �¢NZ B�a
MIN. 1/8"THK A3fi STEEL N0. 10 GR. 5 SELF TAP/ORILL SCREW FULL �/z' WINDOW FRAME DIMENSIONS ANCHOR `�,��111����� ; N�o n
MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREN! FULL i/z� SPACING TABLE �\0� �d3� ���� '� $3a3
AND ALLOWABLE DESIGN d Q. , ., N/ .
2500 PSI CONCREfE (Z) 7/4" CONCRETE SCREW 1 1/4" p" MAXIMUM MAXIMUM ���t�� :• "•..�iti �
(3)�IAILING FIN FASTENERS PRESSURE, SEE APPLICABLE FRAME o.c. ;� :� d;�' � a
hflN. 2X4 WOOD FRAME OR BUCK FLORIDA APPROVAL WIDTH SPACING �Z�;W� w�� � � n
• (MIN. GR. 3 &G=0.55) N0. 8 SMS SCREW 7 3�g'• ��y (IN.) (IN.� ��:z d' �. Q O� - ��
�o
J. N
IdIW. 2X4 W00�FRAFAE OR BUCK 54 72 � "V � N�1 uo
(MIN. GR. 3 &G=0.55) 11 GA. ROOFlNG NAIL 1 3/8" 1/2" 48 13 � �'� Z ' � �
MIN. 1/B"THK A36 STEEL N0. B GR. 5 SELF TAP/DRILL SCREW FUIL 7/2" 36 17 '%2�•��'•• •��O� Q` za
A 1FRNA AN HOR/ B A EVA IAT10N NO • �� 6'b� � �� @ � � ��
hIIN. 1/8"THK fi063-TS ALUM. N0. 8 GR. 5 SELF TAP/DRILL SCREV/ FULL 1/2" ALL ALTFRNATE ANCHORS IN iHEIR SPECIFIED ���ii bM••�p\��` �
(1)FRAME AND INSTALLATION CLIP SCREYJS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE ���������
(2)COPICRETE SCRE4VS SHALL BE ELCO UL7RACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND THESE ORAWINCS�RE MPl1GeLE ONIY TO 7HE PROOUCi oRnvnNc N0. REV.
RAA�SET/RED HEAD TAPCONS (C.S. OR 5.5.) OR HILTI KWIK-CON II (C.5 OR S.S.). TO BE EQLINALEDIT TO OR STRONGER 1}1AN ThIE SPECIFlED.RIEY 1.InY N0T BE USEO FOR TME ASSEueLY �H67 A
(3)WHEN SCREWS ARE USE�WITH ThIE NNL FIN,THEY bIUST BE A PAN FiEAD OR WAFRE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. � M'0/OR INSTnLLA710N OF M!Y OTHEp PRODUCT NOR 6uY
THEY BE USEO FOR RATIONn1 AND/OR�OGL APPPOVAL SHEEf N0.
SCREW OR HAVE A FLAT NlASHER AT THE SCREW HEAD. Of/iNY pfi�DULT NOT PROOUCW YY iHE uANUf�CNRER � aF -rJ
SfATEO ON THESE OFAWINGS
(� 1 ,
� , ortnvm ar: cnrcKco er:
W0.LL NWS
PILT: MTL
.16 OlfOSff{
4$" �a�vc. �nanE wiorti
Ai a
4
FOR }AAX. 4VERA(1 FRAFhE WtDTN, SEE SIDE-BY-SlDE WINDdW �
SIZEJPRESSURE 7ABLE ON THIS SHEEf
, 2„ Z„ CLUSTER FIN FASTENER
A1 / SCREWS AT MULIIQN ENOS �
- 4 SUCH TNAT THER£ARE A Q
j ' 2° TOTAL OF 3 POSfTIONED AS
SHOWN. SEE "FRAME
�� �� ANCHOR ftE4UiREMENTS �
� %/ %1 TABIE" ON SHEEi i FOR
I
-CLUSTER FIN FA57ENER SCREWS AT MULLION • j SCREW REQUIREMENTS.
� ENDS SUCH THAT THERE ARE A TO7Al. OF 3 � (NOTE THAT ROOfING NAIL5 �
� w �, ARE NOT APPIICA$lE AT
,,,� P6SITIdNE6 AS SHQWN. SEE "FRAME ANCNOR x
LL, MUlUON END CCUSTERS}
N� REOUIREMENTS TABLE" ON SHEET 1 FOR w
��,� C1 SCREW REQUIRE�AENTS. (NO7E THAT ROOFING a CLUSTER FIN FASTENERS
�N� g v NAILS ARE NO7 APPLICABLE AT MUL�ION END � �� AT MEE(!NG RAIL ENDS z� a
_�n N �� E CL[1STERS _ 2�� SUCH 1NAT Tt�ERE ARE A �w^a
�- . // )j j . � 5 � � � TOTAL OF 5 POSI710NED AS o �a'�o 0
-_...... �
��o '// � � � `� ' ''' ' 2� ANCH4R REQU RE�fENTS 3 �Z a�
'�o-w' , ,/FlN FASTENER WITHIN 2" OF CORNERS 8c CLUSTER FW FASTENERS AT . � � Y .� TAB�E" ON SNEEC t F4R � ��5�
�in¢ MEETING RAIL ENDS SUCH THAT � REQUIREMENTS. � �o w��,
ti 4 1 2" MAX. O.C. WMEN JOB REQUIRED DESIGN �ERE ARE A TOTAI. OF 5 `r � °-
PRESSURE IS OVER +/-35 PSF; 4" MAX. Q.C. • POSt110NED AS SNOWN. SEE �
�r m
� 4 �
om (
",;, WNEN J6B REQUIR£Q DES1Gtd PRESSURE lS +j-3S RN FA5TENfR W(TNiN 2" z
"FRAMf ANCttOR ftEQU1REMENTS a �
PSF OR LESS. SEE "FRAME ANCHOR REqUIREMENTS OF CORNERS & z w
� TA6LE" ON SNEET 1 FOR
TA6LE" ON SNEEf 1 FOR REQUIREMEN7S. REqUIREMENTS. B7 9" MAX. O.C. SEE �FRAME c� �
j // ¢ // ANGHOR RE4U3REMENTS � � � �
• /� ��� ' TABLE" ON SHEE7 i F6R =
' B� REQUIREMENTS �
' ' '.- .. .:. . . . . :". . . ......... . . . . . . . . . . . . . . .• • q /� • �
// �
• � tz c�o
2 m
EXTERIOR ELEVATION: Q Z �����
SIDE—BY—SlDE WINDOW � z �=�x
SCA�E: 3j4,� = i•_o,. EXTERIOR ELEVAT30P2; � wd� '�
(NAIL FIN MOUNT CQNDITION) SINGLE WINdOW WITH TRANSOM W �����
SCALE 3/4" = 1'-0" rn W?���
�-$_..
A��flWAB�E SIDE—SY—SIDE (NAIL FIN MOUNT CQNDITION} CN ��Z n�g
- WINQOW .�IZE/PRESSURE - ;3S a
7A6LE ALI�OWABLE QESIGN PRESSURE
MhXiMUki MAXIMUM AL�O'NABtE {TRANSQM llN1TS ONLY} `��tt4iblld)�l�i u��
OVERALL FRAME PRESSURE + -35 PSF ti�� ER ��� �� �'
fRAME NEIGHT (+�- PSF) - a����;•�'��".��/�/w _ ,� �
WlDTH DIMENSION � �'� ' �
a��s��s�aa� (ir�.} �o�:;��v c� LL�;,�,�,' o
(iN.) �V'Ew �-fc �-..`O' °-s;ti.�C U �x
�oa TRIPLS3WINDOW3� "' �y�?zo �e°�o` � � za
DOUBI�E WINDOI^f '��d"6y'••.....••��`'; �
F .
�6 72 35 �'��ri;lt��P���,` ORAWING NO. REV.
72 ss �Jz so 1867 A
SHEEf N6.
2 oF 5
i. .
OMwN Bf: CNECK[0 BY�
wRAI W.WS
PLOi: MiC
0]/OS/1�
FOR MAX. OVERALL FRAME WIDTH, SEE SIOE-BY-SIDE WINDOW �
SIZE/PRESSURE TABLE ON THIS SHEET � ��48" MAX. FRAME WIDTH� �
INDIVIDUAL WINDOW WIDTIi INDNIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH
3" 3" 4" MAX.
� 13 7/4" 13 1/4" 13 1/4" � j :
4" MAX. 4" MAX.
MAX. O.C. MAX. O.C. MAX. O.C. A2 �
4 �_ 3�� � o
4" MAX. 3" � �
I j � j FR4ME SCREWS WHERE SHOWN AT HEAD & 4 3„ �
SIDES. SEE "FRAME ANCHOR REQUIREMENTS
� TABLE" ON SHEEf 1 FOR REQUIREMENTS. (NOTE �
w� THAT WHEN JOB REQUIRED DESIGN PRESSURE FRAME SCREWS WHERE SHOWN =
��w IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR w
�'� C2 11SED AT EACH FRAME SCREW, SEE SHEEf 5 REQUIREMENTS TABLE" ON SHEET �
� �N= 5 � � FOR PART DEfAI�) Cz 1 FOR REpUIREMENTS. � o
rn
i w�(n 5 0 < 3 Fw�"oo
' so~' - - / - / - - -� / > Z �N�o
�z��
� ``3o j j � j 6^ -'�— - - / � � ��5�
w�
�I,� � � 6 � � a ��a"
m
�
�m INSTALLATION CLIPS WHERE SHOWN AT SILL. z
w
� SEE "FRAME ANCHOR REOUIREMENTS TABLE" ON Z w
"' SHEEf 1 FOR REQUIREMENTS.
ez � z. � .,
j I j 4 j = �V
4° MAX. / J � e
�.Q � �
Z c�o
.. 1 •1 4" 12 1 4" 12 1 4 - z m
, 2
� I I I , 4" MAX. 4•� MAX. u� _
i
� 4 1AAX.--I �MAX. O.C. y° q^ ,}^ q^ MAX. O.C.��MAX. O.C. I � � � W`O m
¢ �
EXTERIOR ELEVATION; z z�c^r
� EXTERIOR EL�/ATION; SINGLE WINDOW WITH TRANSOM ' z
SIDE—BY—SIDE WINDOW � W4=„�
SCALE: 3/4" = t'-0" SIDE JAMB SCALE. 3/4" = 1'-0" � �°'oo�
(FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) � WZ��„
SPACING TABLE � �J=��
�i!] U� o�Q
ALLOWABLE SIDE—BY—SIDE �a ,nZ^ma
MAXIMUM MAXIMUFA ALLOWABLE DESIGN PRESSURE � o �
WINDOW SIZE/PRESSURE INDIVIDUAL O.C. (TRANSOM UNITS ONLY) - Ng�
TABLE wiNoow SPACING +/-35 PSF e��«��������i� ��as
WIDTH � e
MAXIMUM MAXIMUM ALLOWABLE ��N•� `� P ���• °� o
OVERALL FR4ME PRESSURE ��N'� } `���P�li��•"'��"'•:>�✓/e�
FR4ME HEIGHT (+/- PSF) 48 13 a Z; � . � a
WIDTH DIMENSION '"V:oi� � "6'• o w
I 3fi 17 � o• ��
DIMENSION (IN.) _�Cw �it � ¢j � ��
(IN.) e�V F O. No
TRIPLE WINDOW '��'� Z N.�'Sy T � 3a
109 63 35 ��s��a'yb;�•. ..��t��L` "
i i�P o � �
D UBLE DOW �i �
0 WIN ��rrniu�+` '
96 72 35
otuwwc no. aEv.
�2 ss i z so 1867 A
SHEEf N0.
3 oF 5
�, .
bMwN 8Y: q�¢NEO M:
FIN FASTENER PER FRAME SCREW PER P�1i0.u. �TE wS
ELEVATION ELEVATION 'Z °�r"
SEAtANT 8Y OTHERS SU8STRATE $Y SUBSTRATE 8Y SU85TRATE BY
OTHERS PER fRAME SCREW OTHERS PER SFJiLANT 8Y OTHERS OTHERS pER k
BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCNOR �EHIND FRAME FLANGE "FRAME ANCHOR
REQUIREMENTS . • _ '- REQUIREMEN7S • y,. - ' � REQUIREMEN7S o
' _ • . - TABLE" TABCE" ., '= TABLE" �
1/4" MAX. 1/4" MAX. SN1M ' � °� 1f4" MAX. SNlM �
- ` SPACE � - �,�'=� �. AT EACN ANC!-SOR� . r. ' ,.(} A7 EACN AhICHOR� Q
, . ... , :,�:.. .�: ., , _: :.., ' II
s��+NT eY �o 0 0' s�,�,NT aY-�'" o 'o �j`" o ❑� �
OT1iERS OTHERS SEALANT BY
a� ( OTNERS �
� � 2 1 .., � o
nf � SEAL SPACE WITH EXTERIOR SEAL SPACE WITH y EXTERIOR •SEAL SPACE WITH s
V LdW EXPANSl6N � GOW EXPANSION i,� � lOW EXPANSIQN
EXTERIOR EOAM AROUND d FOAM AROUND � `� fOAM AROt1ND �
PERIMEIER OF FRAME FILLER PERIMEfER OF � FRAME FlLLER PERIMETER OF �
WINDOW FRAME WINDOW FRAME WINDOW FRAME LL
SECTION A� SECTION Az � A�TERNATE SEGTION� � F W�'Q
nz o ��oo
SCALE: 3/4 FULL 4 � SCALE. 3/4 FULI. 4 SCALE: 1/2 FULL 4 v o�n'n �
(NAl� F!N MQUN7) w (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOlJNT CONDITIQN WITH E�LANGE} � ��s;
� U N J V
�a ¢ ��at°
EXTERIOR `` I � Q-
EXTERI6R o �
SFAI SPACE WITH O SFAL SPACE WITH � a
LOW EXPANSION LOW EXPAN510N �i Z
FOAM AROUND FQAM AROUND s z � ,�.?
PERtMEfER OF � SHIM AS RE4�D TO P£RIkiETER 4�
WIN�O�V FRAME �J i�� SUPPOftT & AIIGN WINDOW FRAME � z
� WINDOW � � �
3
INS7AlEATl6N m ?m
SEAiANT BY � d � 5EAtANT BY � D O CLIP � W¢ "'
OTHERS OTHERS _�. zv�RN
tf4" MAX. �,� ' � � z���"
, - Sf'ACE ` 'c," 1 j4" MAX. W �d�W-�'.
' >;;:`•<•�� � MAX. 3/76" SHIM SPACE � � i
SHIM AS REQ'D Tp ., . W ����.-
� SUPPORT & AIJGN �� ° •. � 7MICK X 3" � ��03�
. ` ' �. IONG SHIM �
.._� . ,.. , �,. �.. $ . F-WINDOW ':� f-�-":'; , ''_' Y" ;•i;, :'' � ';'•;�. AT EACH C�lP �c`° �'�c�r�m�d
., _ . .. . i..
Sfi1LANT$Y OTHERS SUBSTRATE BY Y ' � z��
SUBSTRATE BY OTMERS INSTALLATION CLIP SCREW PER
QEHIND NAIL FIN OTHERS PER � =3�
PER "FRAME ANCNOR "FRAME ANCHOR REQUIREMEN7S 4 91��1�1/ J ; z
F!N FAS7ENER PER FRAME ANCHOR ftE4UIREMENTS TA6LE" TABLE" 2 PER C�lP}. �Z.�� � ��Jj � �3�
EIEVATtON TABLEREMENSS SECTION gz t �a��C�,Q��,•••.•�;��fY��;.
S�CTION g� SCALE: 3/4 FUI.L 4 ��P;� � u,s:.�V�% o °'
SCALE: 3f4 FULL� ^�V;�n n o_'t a�, ""' �M
(I�lSTALLATfON CLIP MOUNT GONDfTION) :t�;z v� w ,�•¢w �
(NAI� FIP! NIOUiJT} '� '�� ti o:�= � �`
=�'� O ui4.:0� � z
'r.''.2�{� Z 'c��` � -� ��
'. d'' .•'r�ic. ,* � za:
,,��yb;�..�p��`}� �
����i�rn�����`� �
DflAYfING N0. REV.
1867 A
SNEkT N0.
- � 4 or rj
�� .
' i
1/4" MAX. 1/4° MAX. SHIM �' �w�: acH�m er:
SPACE -FRAME WIDTH- AT EACH ANCHOR FR4ME HEIGFIT- 1/4" MN(. SHIM P1°'i.a °�a�os�i♦
AT EACH ANCHOR FRAME HEIGHT-
SEAL SPACE WITH SFAL SPACE WITH 3
SUBSTRATE BY � SUBSTRATE BY � LOW EXPANSION SUBSTRATE BY 'LOW IXPANSION
OTHERS PER �. SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER ,� FOAM AROUND �
"FRAME ANCHOR :`. LOW EXPANSION "FRAME ANCHOR.,' �� PERIMETER Of "FRAME ANCHOR ,�a � PERIMETER OF
REQUIREMENTS : FOAM AROUND REQUIREMENTS . � WINDOW FRAME � �
TABLE" r � PERIMEfER OF REOUIREMENTS . WINDOW FRAME �
� � WINDOW FRAME TABI� 4 TABLE" _ 4 �
FIN FASTENER �� o FRAME FlLLER 0
PER ELEVATION - FRAME FILLER �
p FRAME SCREW �0�� FRAME SCREW �a�� z
�OI�� PER ELEVATION PER ELEVATION � �
SEALANT �Y LJ
OTHERS � , �� SEALANT BY o ❑
BEHIND NAIL , � � OTHERS BEHIND '. �
FIN � �� � FRAME FLANGE '
; ��; �1 SEALANT BY SEALANT BY
�':�,}�...:.'•�; OTHERS p � , OTHERS
SEALANT BY � EXTERIOR EXTERIOR
„ ,OTHERS �JERIOR ' - z
"t . o�o,o
SECTION ct � SECTION �z y��'. o ����
SCALE: 3/4 FULL � SCA�E. 3/4 FULL s , ,ALTERNATE SECTION �Z z �Z a�
N
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE. 1/2 FULL 5 3 ��5�
(FRAME SCREW MOUNT CONDITION WITH FLANGE� a �^a�
� a
0.375 � �
CONTINUOUS WOOD MEMBER LESS 0.604--� --I 1.020 Z
IP! TliICKNESS TI1AN A 2X_ BUCK 0.500
TO BE MIN. 3 7/2'" DEEP (NOT SUBSTRA7E BY OTHERS � � � � a �_a
REQUIRED WHEN SHIM SPACE IS PER "FR4HIE ANCHOR �fl 0.225 =
WITHIN ALLOWABLE DIMENSIONS LENGTN = 3.000"
REQUIREMENTS TABLE" Z qg5 0 � �
SHOWN IN SECTIONS). 0.604--{ p 3.000 q Fl2AME FlLLER � �
_ _ � �(�'� � �� � O(RIGID PVC) z �Q n
� ' ' zm
:-;_�� _ ..' , � 0.860 I�_,T (NOTE THAT WHEN � �tO _
I � O.SDO JOB REQUIRED Z Z���o
0.059 J 0.059� DESIGN PRESSURE
SEALANT BY 0 ❑ 5 � � �
OTHERS O1 FRAME FLA.NGE OFEAA7E FLANGE IS OVER +/-35 A z<��^
(RIGID PVC) (RIGID PVC) �325 FRAME FILLER MUST w �a oQ^
BE USED AT EACH W w���!
EXTERIOR � r�0.060 FRAME SCREW) u� �F s=�
FRAME SCREW PER � T J^u�
4 ELEVATION & "FRAME �'293 U� �����
�N �V1N mma
FRANE FILLER ANCHOR REQUIREMEPITS 3OINSTALLATION CLIP � � o"a
TABLE" (RIGID PVC) ``�a���Q.11��13����i� ; �3�
OPTIONAL DIRECT MOUNT DEfAIL �` � �... .��'�' �
TO SUBSTRATE WITH SPACER =v�ey''�.r. o o;�� ` � a
w
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) =�:w �� ¢ os o N �a
(DIRECT �AOUNT CONDITION IS NOT APPLICABLE AT SILI) �3��% O u~i�J�� � `'� �'
(FOR DEfAIL NOT SHOWN, SEE OTHER SECTIONS) %���Z ,:'��y F '"�
ft � w 3�.i
/so'��b��i i�,p,�o``,` �.,
DRAWING N0. pEV.
1867 A
SHEE(N0.
5 aF 5
� .
�
5/�?J20'17 " rlorida Building Coda Online
£ . � . ' ' J � ,. , kyP;:r�at'.sn_ � a�`.��['-,�,X�x;
;- '_ -. .. . .�. _ _ `s ! :, f Ci..!+'
. . .='.•��.,. ;�t . -- . .. . _. d'f�'� r. �,;,_'�.:��
- r�::�w ��.,a��
. � , f;a - �L,:z:,
_ . _: 1=�� ' ���:�t�"�;� �:.'. �.:
.. ��f' � ' ' .. .�c'. — , • ..•"p . .,I�s °i�<,3. - . . —� -{ � �i,�-k�
. : .>...,�._, ; , .
.
, �,._. � , ..s,..
,
� •H
.. .. , . ,.. .. ,.„p,..,.. ..
. ..
- .,.;:
, . .�.;,;, `��-:�
_, . ,� , , , .
` •_;�
, ... . .._�.. "�'. ,_.
,._..,�..............__.•__•_.__. _..,.._._..._...........,_. _.__.... .....M._µ__._._,.. ,. ' J'fi>:�.=2?pb,�.`.,a_m',-'?�.w'�='r'�ji x " �:ii:t^wr�s; �,1;'7's`,:��;
' � _'
. . . .;
� .. . .: � , �.-. ' i
. . , .-, - . . .. ,. � :,�x, �- � ;_
.. . , . _ , . . ,.
i�< . .,_
._.:. .............k. ...,...�...............:_ �� .. . � ,.�..t::,_, .z.^:.t.�.....r: t�....
•w
�:...::C.'_'e.�;�`..S:z3'�':.:._���W::,w_ ..>..«s.�s,:.�........'.�
. ..�:..._.,, :.....:.:..:
' b...�....___......�..�...�...._.
BCIS Home ' Log In ; User Registration Ho[Topics Submit Surcharge Stats&Fac[s ! Publications FBC Staff BCIS Site Map Links ; Search
! �`�`t(,���i �
��� A /""'' ""
�}j� 4'�''�}�4,�'�, � ( =�E'K°�Praduct Approval
(� � �� ���� �`�`:'�, USER. PublicUser
�'� 1,t. �k�,„�jj ..;y""� -
"as"q i;�,�„�S� �`�v' md
. , . '':�
Pmduct Aooroval P1enu>Produd or Aoolirtion Seerch>koolir.ation List>`App{ication Detail
i/ =
,- � � FL# 4 ,FL17464 J
_. _::�"�.,...__.__...__,____.._.. APplication Type �Ne�ro--
Code Version 2014
Application Status Approved
Comments �
Archived
Product Manufacturer �� Pella Corporation )
Address/Phone/Email �St:—
Pella, IA 50219
(641) 6Z1-6096
pellaproductapproval@pella.com
Authorized Signature Dave Modtland I
modtlanddb@pella.com
TechnicalRepresentative Joseph Hayden
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-6096 �
jahayden@pella.com
Quality Assurance Representative
Address/Phone/Email �—�- �
, �'�
�
Category � Windows
Subcategory �� Mullions %
�, �
i'
Compliance Method Eva u`f afion Report from a Florida Registered Architect or a Licensed
F d Florida Professionai Engineer ,
�° Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Warren W. Schaefer
the Evaluation Report
Florida License PE-44135
Quality Assurance Entity Architecturel Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Terrence E. Lunn, PE
�' Validation Checklist- Hardcopy Received
Certificate of Independence FL17464 RO COI Certification of Independence,pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards I'
Certified By Florida Licensed Professional Engineer or Architect
R17464 RO Eauiv Evaluation report WWS-260.pdf
Sections from the Code
1710.5.3
https:!/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6CnWs6RKwUFvS%2bnvOkuBamJZoGCPvGoz4g%3d%3d _ 1/2 _.
' • a
5/'f2/2017 Florida Building Cod�Online
- Product Approval Method Method 2 Option B
Date Submitted 02/25/2015
Date Validated 02/27/2015
Date Pending FBC Approval 03/04/2015
Date Approved 04/15/2015
�usnr,�at1�of Prc�duets
;...-----_�-----....____ _. —�_. *--
�•_�`# �� N+odel, f�umber or Name I Description
' 17464.1 � 250 Vinyl Window Series Un-clipped j Non-impact Mullion
� �' � Aluminum Mullion �
�
�LimiYs �ilse �Installation Instructions
F�oproved sor use in FlVHZ: No I FL17464 RO II Drawina 1593.�df
� Approved fo:use ouiside F9\�F9Z:Yes i Verified By: Warren W. 5chaefer PE 44135
Emosct F?esistant: No f Created by Independent Third Party: Yes
Desig7 Pressure: N/A �Evaluation Reports
( Ocher: Mullion size, pressure, assembly, use, limitations and I FL17464 RO AE Evaluation report WWS-260 odf
i installation requirements are to be as specified in the Created by Independent Third Party: Yes
I attached drawing No. 1893&evaluation report WWS-260. Job I
Irequired design wind pressure shall be calculated in j
I accordance with the Florida Building Code Chapter 16 and �
�ASCE 7 Minimum Design Loads for Buildings and Other
(Structures. �
� id�:;;t
Contad Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824
The S[ate of Florida is an AA/EEO employer Copvriqht 2007-2013 Sta[e of Florida. :: Privacv Statement:: Accessibilitv Statement:: Refund Statemen[
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,con[act the office by phone or by traditional mail.If you have any ques[ions,please con[ac[650.467.1395.*Pursuan[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[he Department with an email address whi[h can be made available[o the public.To determine if you are a licensee under Chap[er
455,F.S.,please click here.
Product ApprovalAccepts:
�� �eCheck -�
Credit Card
' ��fe
._ .�����
�',s: .�.���.z�'-caa
� , k
https:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6CnWs6RKwUFvS%2bnvOkuBamJZoGCPvGoz4g%3d%3d ?J2
--{ MULLION LENGTH � CENTER OF CENTER OF �MULLION LENGTH--y �'""�� ��"m�.
WINDOW WINDOW 4 P1°;° °"�
I / MULLION END STR4P LOAD WIDTH� Ml1LLI0N END STRqP �� - - - - � SEE MUWON END -�• 01/"/'s
t�IULLION LOAD = (A+B)/2 � — — — — D�AILS ON SHEEfS �
�j � (EACH MULLION END) — \ (EACH MULLION END) I // I 3 & 4
AREA CONSIDERED '
� � �� I CTRANSOMF � � } � � "A.. —I I C W NDOW F �
"A" = SEE MUWON �
] o m II � � END DETAILS --- - - �� �
� - - �+ ON SHEEfS 3 0-�
MULLION �m
�a LOAD AREA &4 + o
B II o II CONSIDERED I II / II I � II II �v D
I II / III J I // I J II �
Z
II DEfAIMS ON SH�EJEfS I II II I � �.B° � C WNNDOW F
i II 3 & 4 II I I II II I I II II I MULLION LOAD c~i
SEE MUWON AREA CONSIDERED a
� _ '�� �II I � I �D D��� II II II � Z
ON SHEETS 3 � I FOR THIS MULLION, Z � ,�i�o
�� & 4 /� // WINDOW TOCWINDOW ? � ���
"A" = LESSER OF (MLILLION LENGTH/2) OR (TRANSOM WINDOW HEIGHT/2) �— � � � — — � — — � ELEVAiION z � N� �
"B" = LESSER OF (MULLION LENGTH/2j OR (BOTfOM WINDOW HEIGHT/2) TWO�� SINGLE WINDOWS WITH A � � zacv
�1.� -� � Q (O
SINGLE WINDOW WITH TRANSOM B I A�. SINGLE FIXED WINDOW TRANSOM � " �g i
SEE LOAD TABLE 1.0 �SEE LOAD TABLE 2.0� � g Nw d'
� ) FIXED WINDOW TO FIXED WINDOW WNEN WINDOW WIDTHS � W �a�
NOTE: BOTfOM WINDOW MAY BE A FlXED, SINGLE HUNG OR ARE LESS THAN OR EQUAL TO THE MULLION LENGTH + BO OM WINbOWS MAY BE ANY FlXED, SINGLE HUNG OR Z a
�OUBLE HUNG WINDOW. TOP WINDOW MAY BE A FlXE� WINDOW. �SEE LOAD TABLE '1.0� DOUBLE HUNG WINDOW. � o �
WINDOW WINDOW NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERi1CAL ' BOTTOM WINDOWS MAY BE MULLFD TOGEfHER PER 7HIS a g O
DRAWING OR PER TH�R INDMDUAL WINDOW APPROVAL
WIDTH > "L" WIDTH > "L" N RA NO CENTER OF CENTER Of "� _ -
a -
I 1. THIS IAUWON SYSTEJA HAS BEEN�ESIGNED IN ACCORDANCE WITH NJD MEEfS RIE REOIIIREMEMS �NINDOW WINDOW a o
"B" = L/2-{ ��A�� = L�2 OF 7HE FLORIDA BUIIDINC COOE dc IS APPROVED FOR DESIGN PRESSIIRES•NOT TO IXCEED 1HOSE LOAD WIDTH 4 = :
I SHOWN IN 7HE'ALLOWaeLE�ESICN PRESSURE TABLE(S)'_ �_ �A�FB��2 MULLION END STRAP �
� _ _ � 2 OPENINGS,BIICKINC k BUCKING FASTENERS uUST 6E PROPERLY DESIGNED&INSfALLm TO (EACH MUWON END) Zm
iRANSFER WIND LOADS FROM 1HE MUWONS AN�WINOOWS TO THE STRl1CNRE
3. aL1 HnRDYlARE k FASTENERS SHALL BE IN aCCOROnNCE wffH 7H6E ORnWIMGS k SFIF11 N0T � w �� m
I �/ SEE MUWON� Z= V,NY UNLESS SPEqFlGJlY IAENTIONED OH THE ORn4nNGS. SPECIFIEU MICHOR EMBEO TO BAS E _ _ � � w a "
END DETAILS I �F- �TERIAL SHALL BE BEYOND WALL FlNISH OR SiUCCO. � W Z�p"a
II ON SHEEiS II �z=' 4. TfilS IAl1WON SYSIEM IS RATED FOR USE IN NON-FNHZ AREAS ONLY. �/ ��� `" r� �< '
I I �J 5, iH15 Ml1WON SYSTEh1 IS NON-IfAPACi RATED.ALL OPENMGS THAT INCLUOE 7HIS MIIWON SYSIEM I II SEE MUWDN O W Q��a -
////���3 & 4 � MUST BE SHIfITEREO WRH A FLORIOA CODE APPROVEO SHURER WHFRE REOUIR'cD BY CODE
� - - ,_ � - - II � 6. ALL ANCHORS SECURING AIUWON C11P5 TO PRESSURE TREATE�e11CK5 OR}y00�FRAIAING SHALL ON SHEE75 3 = Z wa���
Jl BE CAPABLE OF RESISiINC CORROSION CAUSEO BY THE PRESSURE 7RFAl1NG CHEAIIGVS IN THE WOOD. MULLION � F. � �Z��N
7. OEfER611NE 7HE POSITIVE k NEGATNE DESIGN LO�NS TO USE WHEIJ REFERENCING THESE & 4 �
MULLION LOAD 4 DOCUAfEMS IN ACCORDANCE Y11iH THE GOVERNING LODE ANO GOYERNING WIND VF1DCfIY. FOR WIND LOAD AREA / II I �.Zi =J� z
AREA LOAD WIDTH LOAD CAICUlA710N5 IN ACCORDANCE W17H THE FLORIDA BUIL➢ING CO�E,A DIRECTIOWUIN FACTOR OF CONSIDERED Iq1 � � � N V� m,`�o
CONSIDERED � = A + 8 ` MULLION END STRAP Kd=O.BS MAY BE APPLIED PER THE fSCE-7 STANDARD. I I� / II I Z �� ��'Z�s`
B. UATERIALS,INCLUDINC BUf NOT UAIREO TO STEEL SCREVIS,THAT CO�.IE INTO CAMACT 47IIH OTHQ2 O -� O �
(EACH MUWON END) DISSIMILAR AUTEflWS SHALL MEET THE REOUIRQAEN(5 OF RORI�A BUILOING COOE CHAPTER 20. \ � 3� N 3() d
FIXED WINDOW TO FIXED WINDOW 9• CERTIFlCATION OF TMIS FIUWON SfSTEM SW1LL BE CONSIDERED VOID IF INST�LLLED WIIHOII�A III II I � �N $3aS
BUIIDING PFRbIR FROM THE APPLICABLE LOCAL BUILDING�WARTMENT OR IF MSTALLED BY ANYONE � SEE MUWON �
.. U/HEN WINDOW WIDTHS ARE GREATER OTHQ2 TTWJ A 110ENSED CONTRACTOR EXPERIFNCEU WITH WWOOY!INSTALLA110N5.
10.WIP100}y5 SHnLL BE UNOER SEPERATE APPROVAL. I II END DEfA1LS �
THAN THE MULLION LENGTH 11.P1L PEl1A 250 SERIES NON-IMPACT VINYL SINGLE HUNG,DOUBLE Hl1NG,FIXEO OR SLIDING ON SHEETS 3 �S�IV f a
(SEE LOAD TABLE 1.0) TO 1HESIAUWON.SUPPORTFD BY THIS MUWON SYSTEM PROVIDING TI1EY ARE PROPERLY ANCHOREO � & 4 0���� � �B� ��
12.ALLOWABLE PRESSl1RE ON THE AIULLED UNI75 SW1LL BE COMROLLED BY THE LESSER ALLAVlABLE � _ _ _ � ti�` G�, - ��j� w���yjj`..�
NOTE: 1HINDOWS MAY BE STACKED HORIZONTAL OR VERTiCAL PRESSIIRE OF THE MUWON dc rt5 E1J0 CONNECTIONS OR THE WINOOWS IT SUPPORTS. — � '� �� �C, x�
e/ALU�TION OF T1115 PRODUCT IS BASFD ON APPLICABLE STANDaRDS AND/OR 13.141NDOW 52E5 SHALL BE RESTRICTED BY TFIEIR OYIM INDIVIDUAL APPROVAL. I �Q' ��t(7•• � '' ��. Ni
INFORlAATIOM&RESULT$FROM APPLICABLE TES!REPOR75. TTIE FLORIDA BUILDING �4.ANCHORINC OF 1vINDOWS TO 7HE OPENING SHnLI BE PER THOR RESPECTVE APPROVAL � B ��A��—^-1 m Z`;� m G
CO�E VERSION�CONSIOERE�WRN THIS EVAUJATION Y7AS TIUT IN FORCE AT TrIE TIME �5.CONOIilONS NOT SHONN OR COVFRED IN THIS OR.IWING SHALL BE SUBJECT TO SEPMATE REVIEY! � ���y �'� •�. 3�
OF THE EVdLUATiOM. IN THE P/EM OF CODE VERSION CfInNGES/l1PDATES OR IN h1E ^"o�oe sPeciFle ceaTiFlcnnoN ar n tloeioa uc�sen aciNt�tt. SINGLE OPERABLE WINDOW NEXT TO A SINGLE :w .�V.?G � �'e'= ��
16.THE ALLOVlABLE PRESSURES STATED IN 7NE LDAO TABLES CON9DER THE 5vOR5E CASE OF MUWON Q O�Z'�y w
SiA NC CODEeCONPWNCE�'•7fiH TVTFEnSTA E,7HEP.IMIU CiURFR SWLLL CONFlROR TO �Ess,o�cnoN auo�o'aEncnoN. OPERABLE OR FIXED WINDOW ;�Zi'�i O N�'�,�� a
YlITI{TFIE EVAIUATON QJGINEER OF RECORD hlnT EVQ2YIHING SPECIFlEO HERE-IN IS ��'uUWOH NBE$SHALL BE COMINUDl15 FRON QJO TO F110. '� (SEE LOAD TABLE 3.0) r 2�� G ' �' 3
18.YlNEN VER71GlLY SfACKED,1HE M�NUFACNRER INSTALLFR SHPLL IVSURE TFWT THE OFAD{7EICIif J� •• 'aG. �
CURREtIT 4Yflhl ALL CURRENT TESTING,CODES AN�APPLICABLE STrVIOAROS. � NOTES: `�� Q' � ,,. " WI o�NO. REV.
Of THE ABOVE WIM�OW(S)'NILL NOT CAUSE I1ND0 STRE55 OH THE BELO'N WIN�O'N(5). THIS MIIWON / 6/ �' �,
i11E5E D2�tvINGS ARE MPL1CAOlE ONLY TO THE PRa�UCT SPECIFlEO.l/ifl I.WY SYS7EAI IS DESICNED FOR VVIND LOAO R615TMICE ONLY&IS?IOT CONSIDERED TO SUPPORT THE ' OPERABLE 1VINDOW S MAY BE SINGLE HUNG OR DOUBLE �1 bM••• a� 3
'�OR Bi.NY 1FIEYF9E IlSEO�FOF'MTIONnI.W�/OR LOCAI"MPROVp�oFE�RODUCT w�ctrt oF n+e�vwoows. HUNG WINDOWS. ( ) l�,�/s�'� 1\\�51/EEf N0.
PRO�UCT f10T PRODUCEO BY TIE WVIIIFAC711RER STniED on ixEse onnwwcs. 19.THIS 4ULLION IS RESfRICTED TO hU%141Wd L/175 DEFl£CTION PER FBC. � pF C
U
) �
oxnvm er, cnerxeo ar:
�MULLION LENGTH -I CENTER OF CENTER OF CENTER OF w.ws w.w.s.
SEE MUWON END WINDOW CENTER OF q WINDOW WINDOW P�o*_z1 w��y��s
' PANEL WINDOW MUlLION END PANEL PANEL
1'�II DEfAILS ON SHEEfS 3 LOAD WIDTH LOAD VVIDTH
STRAP (EACH MULLION LOAD
I I� // I & 4 MULLION LOAD �_ (A+B)/2� _ (A+8)/2�
� � CENTER OF AREA CONSIDERED MUWON END) qRFA CONSIDERED I\ - -
..A„ �I �- WINOOW — _ — \� = 1 � _�— — �
1� - -- - � � \� - _ � �_ -` ��� _
m � SEE MUWON SEE MUWON
� III III END D�AI� III III III END D�AI� III �
I I I x I II III & 4 H I I S 3 Z I II II I I II & 4 HEEfS 3 II I W o
I III// I 3 I II II I II I o I II II I I II II I zo �
II ¢ SEE A�ULLION SEE MUWON� _�
, I I I I � III END D�a� ��� = I II �D D�AI� III II I �
—I-CENTER OF ON SHEETS 3 � ON SHEETS 3
e �� �� WINDOW I II & 4 III � / ��� I II� III � III II I �
4 MULLION LOAD \� � � � � III a
I I�� II� ST�,P (�CH �I I � —� I�_ _ — — - _ — —� Z Z
AREA CONSIDERED \ �\ — _ �L= _ �
rn
I III // III MULLION E�� II I ^g• �^q,.� �,.8,.�.A„� Z p v��i,o 0
II � p Zacy
�=•= _ J SLIDING WINDOW NEXT TO A SINGLE SLIDING WINDOW NEXT TO A SLIDING � ¢ �
TWO(2� PANEL SLIDING WINDOW WITH F1XED WINDOW" —"- WINDOW " � W oa�
A SINGLE FIXED WINDOW TRANSOM (SEE LOAD TABLE 1.0) (SEE LOAD TABLE 1.0) �
� a
(SEE LOAD TABLE 2.0) NOTE: 2-PANEL SLIDING WIN�OW IS SHOWN. MORE 1HAN 2 NOTE: 2-PANEL SLIDING WINDOWS ARE SHOWN. MORE iliAN �
PANEIS MAY APPLY TO THE SLJDING WINDOW. 2 PANELS MAY APPLY TO 'fHE SLIDING WINDOWS. J o �
¢ �
w �
�MULLION LENGTH� a �
�MULLION LENGTH� MULLION c�i �
� �j SEE MUWON END DEfAILS ON� _ = LOAD AREA � �
4 � �� CONSIDERED z�
I � SHEEfS 3 & 4 I � SEE Ml1WON END DEfA1L5 W � m
CENTER OF ti�ULLION END ON SHEEiS 3 & 4 �j � W¢ ..
A I WfNDOW STRAP (EACH "A" �CENTER OF � z��^N
MULLION END) WINDOWS Z �h
�`" o� � Wa�z:
- �� 1�m Z ��;�W�
-- o¢ <� , � Q����
o „ � _s ��Z n�6
"B" CEMTER OF �o �3 c�.>
^B�� CEMER OF II �/ II II �/ II �/ II WINDOwS N ���
WINDOWS I I q��qpqBlba699tl'��e
MUWON II II II II II I FOR THIS MUWON, � � ��.��F��..•���Jb���1� a
ONSIDERE II � � � WINDOWSTOCWI DON! FO$iH15 MULLION, SEE RESPECTiVE o'TP'•� .':/�'°,' Z �
I / / / I ._U;W t7 a�;y:, o � ��
I II /� /� L /� ELEVATION WINDOW TO WINDOW ELEVATION o c�+z � O o;J a' a \ �"
I� •� .�`-Y ,LL..' ¢:�t= LL `d' �z
MULTIPLE WINDOWS OVER MULTIPLE WINDOWS a3;c. Q o:2- - c�
MULTIPLE WINDOWS WITH SINGLE TRANSOM (SEE LOAD TABLE_3.0) M y�� ° ;`�:'Q v w m 3w
(SEE LOAD TABLE 3.0) N�cors-mNuous U ONS MAY BE HORIZODlTAL OR VERTICAL Jr��d�"o-�•••••�"�F`��d��` � � � �'�
M W f � � 0 3
I NOTES: i6 �1 ,cpC� ,��,
a BOTTOM WINDOWS MAY CODlSIST OF UP TO 3 FI:<ED, OR (HORIZONTAL SHOWN). ale�G;dll94a1� DRANING N0. REV.
OPERABLE WINDOVlS. - CONFlGURAl10NS MAY CONSIST OF UP TO 3 WINDOWS WIDE
I X 2 WINDOWS HIGH (FlXFD AND/OR OPERABLE) 1893
, SHEE(N0.
2 OF 6
� �
oa.„N er. Olf!]tFL BY:
2,� 81 3..�� 82 ws. ws,
4 ¢ IvoT' w1L
+N 61j241i5
v v „�v ��
% § � %i° % ¢ � /
MULLION ENp MULLION END FFtAME SCftEW CLUSTER
S7RAP (EACN I STftAP (EACN _�, ( WHERE SHOWN AT MULLION �
MU�LtQN END} � C�t�STER �!N FASTENERS AT MU�LION END) E��• SEE "FRA�1E ANCHOR c
MULLION EN6S SUCH THAT REqUIREMENTS TA6LE" ON �
� THERE ARE A TOTAL OF 3 � 7HIS SHEE? FOR
EACH SIDE OF THE MULLION REQUIREMENTS. �
FOR WiNQ4W AND AS SN6WN. SEE "FRAME FOR WlN00W AND 3{ �
ANCNORING AftOUND � ANCHOR REOUIREMENTS ANCHORING AROUND I
WINDpW, SEE APPLJCABL 7ABLE" ON THIS SHEEf FOR WINDOW, SEE APPLICABL
WINqpW APPRpVAL REpUIREMENTS W4NQOW APPROVAL
q 3 IN5TALLATION GLIP 3 ' o ¢ a
3 v CLUSTER WhIERE SHOWN a
MULLION END
4 AT MUWON END {S1LL STRAP FACH � z
M(7WON ENO ONLY}_ SEE "PRAME Mt1WON END o � ��o
STRAP (EACH °pP�RE ANCHOR REQUIREMENTS � v 4� ��o
MULLION END) � I �r � TABI�E" ON THIS SHEEP I � � a �n�i
� `� , FOR REQUIREMENTS. 5 � fl � Z¢--
-�
J U � �
�
h�� 4,. 4,. 4�� Q w
EXTERIOR ELEVAT}ON• � `�J`' o��
EXTERiOR F�EVATiON: Z �
TYPICAL MULLEQ UNIT � o
SCALE: 3/4" = i'-o^ TYPICAL MULLED UNIT Q F
SCAlE_ 3/4" = 7'-D" �
{NAI� FIN MOUNT CONdlTION) {FRAME SCREW AND C�IP MOUNT CONQiTION} a x
FRAME ANCHOR RE4UlREMENTS TABLE, a o
OPENING TYPE FRAME/CLIP/MAIL FlN TO AIINIMUM MINIMUM (� ��(� v
{SU9STRnTE} OPENtNG FA5TENER ZYPE EMBED E4GE 0lS7. 3 -�J 3 "LJ � c�o
A��i.[,�aVER Ait7WQN FEUtt CtlVER }AtILtJON z�
��} FRAME SGREWS w WfO m
' lAIN. 2X4 VYOOn FRAME Oft BUCK ' � W q Y
N0. 70 SMS OR WOOD SCRE,V 7 7/4" 3/h" a � a D N z...Q^a
{MIN. Gft. J & G=0.55) � z�n
kt�N. 18 GA 33 KSI.htEfA�SND ta6. 70 GR.5 SECF TnPjDRit1 SCftfW FULC t/2" � F � o w0.�?•µ`
MIN. 1/B"THK A36 S7EEL N0. ltl GR. 5 SEI.F TAP/DftILL.SCREW FULL i/2" ��o O Ol.�� O z W �w�
MIN. 1/8"THK fi063-TS AIUM. N0. 10 GR. S SEI.F TAP/�RIU.SCRE'N FULL 1/Z" � ........ � 3 �����
¢��x.
MIN. C-90 CMU 6R 2566 PSE CQNCRETE . {2� i{=4'CQNCftEtE SCftEW 1 'Ij4" 2" F6AM TAPE � F4AM TAPE � �.1� �
REINFORCEi.iENt
8Y PELIA B�q 8Y PELLA �Z p m a
(�} INSTALlATiON CLIP 5CREWS -s �N
MIN, 2X4 W00� FRAME OR BUCK WINDOW ❑ p EACH SIDE EACH SIDE p�a
N0, t0 SMS SCREW 1 tf4" t/2" QF MULLION ININDOW O ❑ OF MULUON �����,1�{ '�����
(>AIN. GR.3 &G=0.55} FRAbAE FRA}dE
MIN. 18 GA. 33 KSt}�EtAt..SSU6 N6. t0 GR. 5 SELF TAPjDRiU.SCRENt full i12�� POLYURETHANE SEALANT EXTERIOR POLYUREfHnNE SEALAhIT EXTERIOR a`��� � a
MIN. 1/e'TNK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" IN ACCESSORY GROOVES IN ACCESSORY GROOVES we'`'�`'1r�:••" `''��i�`'"'✓". a
MIIJ. 1/8"'THK 6063-75 AIUFI. N0. 1p GR.5 SEI.F TAPfDRIU,SCREW FULL 1/2" S�(�,T�Q� A SEC710N p - �`x�.� r�'iy'•e+ •�'�l � •n
250{] PSI CONGREtG {2? I/4"CONCftE7E SCRE'N t �j4` 2" `� •�� cr ��� �
SCAI.E: 3j4 FULl. 3 SCALE: 3/4 FUL� 3 m�i;,z �- � ��
(3)NAILING FIN FASTENERS (STANDARD ALUMINUM MULLION) (S7EEL REINFORCED ALUMINUM MULLION)a�;W � � � ..,� tr ��
MtIN. 2X4 WpOq FRAhIE OR BUCK q') � r �C; ��
N0. e SMS SCREW � 3f8' tf2" FIX£0 WiN00W JAPdBS Sti0M7N. JAMBS OF OTHER WlNOOW �� � ° >'l �w
(h1tN. GR.3&G=0.S5} � �,.,�''-,, w,•' � zn;
61IN. 7/8"THK A36 STEEL N0. B GR. 5 SELF TAP/Dk�IL SCREW NLL t/2" TYPES ARE SECURED TO THE MULUON Tt1E SRME.} .°,,rS'b, • ,,. ���a, �
IdIN. 7/8"hIK 6063-75 ALUn�t. N0. e GR. 5 SELF TAP/DRILL SCREW Fu�� t/2" IAULLION E'ND SEAIAPfT NOTE: TNE �AIJLLION ENDS ARE HEI.D BACK APPROXIMATELY 3/4" THE ��'iS��ep'� '�50�°` =
StdBlO! `�1
(1jfRAL2E AND 1NS7AlLATION CLIP SCftE4'!S SNAtl BE A PN! Oft HEY HEhD SCR£`N. EN� 4 INCNES OF THE MULIJOM PART �1 ARE TO BE COMPIETELY SEAEEQ TO THE WiNpOW \
(2}coNCRerE SCREws sHnu 8E�tco U�TRnCor�s{C.S.), E�CO cRE(E-�tEx(S.S.}, tnv FRA}AES WI7N PO�YURETFiANE SFALnNT. SFAt.Ah7T IS THEN Td 6E PEACED AE.ONG THE MULUON �r`"c"�. �.
Rnr.tSET/RE� HFA�TAPCONS(C.S. pR S.S.) OR HIL71 KwIK-CON II (C.S OR S.S.). END CROSS SECTION, A FOAM PLUG SMALL BE PLACED IN70 THE CAVITY AND 7FIE PLUG s�$et�no.
(3)PL�II. FlN SCREWS Musi BE�wnFFLE HE4D SCREw aR HAVE p FIAT w�SHER A7 THE SCRE'.v HEnD. EXPOSED EpGES ARE TO BE SEAL[D 70 THE WINpOW FRA�AES (PER PELIA IN57RUCTIONS). 3 oF 6
,
ov,wx er: n�[u�rn er:
WNS. W.WS
PtaL WlE
o-: m/u/is
FIN FASTENER PER
ELEVATION OPt SHEE� J SUBSTRATE BY �
SEALANT BY OTHERS OTHERS PER
Q - - BEHIND NAIL FIN "FRAME ANCHOR
Q�. � < • ' .s -� , - '' • REQUIREMENTS
� 4 � >.:." ,.? • '
4 , •�- TABLE"
M0. S X 3�8�� FH MUWON END AIULLION EtJD ' z
SCREWS (8 TOTAL, 4 ST�P . ST�^P �
n
EACH SIOE OF DOUBLE FACED FOAM ` �' ��4� MAx' o
MULLION JOINT AT + TAPE FROM PELLA TO �� SPACE ,
SIDE AND hIEAD BE PLACED BEfWEEN - SEALANT BY .�,0 0 �❑ �
JOINTS ONLY) THE MULLION END STRAP OTHERS SEAL SPACE�ITH
AND WINDOW FRAME ' lOW EXPANSION
(SILL ONLY) FOAM AROUND
Q • EXTERIOR PERIMEfER OF Lr
WINDOW FRAME �� (:J� � WINDOW FRAME a
4 STRAP SCRENlS �
— MULLION END (REF) z p
STRAP °f
PELLA TAPE TO WRAP z � wN o
CONTOUR OF WINDOW SECTION z o �u��,�
FRAME PLACED OVER B� o a �
THE MULLION END SCALE: 3/4 FU�L 4 .� � zaN
STRAP (CENTCRED ON (NAIL FIN MOUNT) � o �g�
MULLION JOINT). � S ow�
(FIXED WINDOW SHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) � W �a
z a
�
MUL�ION JOINT 6 ¢ W O
_ SUBSTRATE BY
FRAME SCREW PER OTHERS PER w �
ELEVATION ON SHEEf 3 'FRAME ANCHOR d �
�• • -i,°�:-,. • REOUIREMEMS � �
_ TABLE" _
_ m
w ?�
- 1/4" MN(. SHIM W �`�
`���• ,'." - _ AT EACH ANCHOR� N ZvQ�N
Q �• , SEALANT BY p _"•� p � �
��= �
•'�O' •�� 01HERS SEAL SPACE WITH z °'_�'
LOW EXPANSION 3 �c���e
WINDOW FRAME ' FOAM AROUND -� Z� '"
EXTERIOR �=��
PERIMEfER OF � �� �o
" � � WINDOW FRAME -o �rnZ^�a
� .�'_ 4 STRAP SCREWS ;N „3 c�.> `
MULLION END REF �
STRAP ( � oeh��;0l38�l9l9gQ�'s U3�
SECTION g2 v�°FG?, .��� /r,,, a
O �.- SCALE: 3/4 FULL e4 �"�Q'�;��in'. ,�e�ji%'+'� in �
�C.)g v ch u-6:`.��N o
��.Q�• -. (FRAME SCREW MOUNT CONDITION) m�o� � � o:,�_: ��� �2
• (FIXED WINDOW SHOWN. OTHER WINDOW NPES ARE INSTALLED THE SAME) � ''L v-� �" °Ci`—r T � e`.�
(SEE WINDOW INSTALLATION DErAILS IN THE APPLICABLE 'NINDOW APPROVAL p 2;3 o y�'a: � \
FOR POSITION OF SCREWS WITHIN 7HE WINDOW FRAMES) ;�� '^, '�' ,,�`c.��;;� � �
(APPLICAB ELATOSIDES ANOSHEAD OFDtiEUL�L'D UNITS) (qpp CABOIE AErSIDLL OFR�L DEUNIITS 6d fd����g p���°'���n� �RAVIINC N0. REV,
)
1893
SHEET N0.
_ _ 4 oF 6
. �
!
ow.wr+er. tt�eu�o er
w.ws. w.ws �
CONiINUOUS WQOD MEMBER LESS PLOT� °A1F'
i-z otlznt�s
EXTERIOR ' SEkL SPACE WiTH IN THICKNESS TNAN A 2X_ BUCK
�� LOW EXPANSION TO 6E MIN. 3 1/2" DEEP (NOT SUBSTRA7E BY �
FOAM AROUND REQUIftED WHEN SHIM SPACE IS OTHERS PER '
SNtM AS REQ'D TQ D PERIMETER OF WITNlN ALLOWABIE OVMENSlONS "fRAME ANGHQR
SUPPORT & ALlGN W�ND6W FRAME SHOWN IN SECTI6NS}. REQll(ftEMENTS �
WINDOW � 5 '.:i TABLE" z
INSTALLATIpN
CLlP �'..; ?�.�_�,;;.�;. ,.. �
S£A(.ANT 8Y p I SFALANT BY �';� 0 C]G, b
D7HERS � FRAME SCREW PER
OTHERS
� � 4„ M� ELEVAlION ON SHEE7 3 �
f 2c "fRAME ANCFtOR �
4 � t�AX. 3J16.' �� SHIM AT �'�ftIO(� RE4lliREMENTS TABLE"
AIULLION END . ._ ' THICK X 3" �CH CUP �
STRAP & DOUBLE. ° . •. •• �ONG SHIM
Fr10ED FOA�1 �_ " ' - �-` =�' r AT EACH C�P 4 STRAP SCREWS • zr
SU6S7RATE BY OTHERS INSTALLATION CLIP SCREW PEft MULL�ON END (R�F_) a
PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS STRAP �
REQUIREMENTS 7ABLE" TABIE" {2 PER CL1P}. ��j�QNA� DIRECT MOUNT DEI�AIL o � ,�i°'o
SECTION c TO SUBSTRA7E WITH SPACER v � �o�
SCALE: 3/4 FULL� z o cn�n`"
(HEAD SECTION SHOWN; SIpES ARE INSTALLED THE SAME) o a� zQ!
(iNSTA�L4TkON GLIP MOUNT CQNDITEQN} (DlRECT H10UNT COND(11QN !S NOT APPUCABl.E AT Sltl} � p � �
(F�XED WINDOW SHOWN. OTHER WINDOW TfPES ARE INSTALLED THE SAME} f � �g�
r � J
� Oa�
Z d
i 7.soa �
......-6.813 6.813 � �
h.675 4.875
2.938 2.938 a �
� r o.zso i.000 1-- , --I i.000 � � �
Z
�{, � —,
0.9&9�� .� � THICKNESS = Q.54" � `P- � zm
-�- -�- (16 GAGE} -�- -�- �" �� m
w
0.250 U4 MULLION END STRAP �' ���"„
50 KSI STEEL o ¢��^
{ ) Z �ia�il
te w.�'-
' 0.850 0.375 � 3 Wz��N
{ a.40Q �` ��h W
I 6.250 � d.500 y r>> ��
J _S r�yZ�ma
I�0.188 } I�0.059 � � �c�v �3v ra
� o �Sj
� �1� OS45 3.060 Sq9i6A?��68�9g o 3
a.000 i.a�s o.z4a�o.s7o�—�— «,�.'`�`����•����%�'i�j9.� � ,�,
� O.Q85 � 3�����1.�ER � 0.500 �V�:4r m,.... � o-�`e< a o
� O REINFORCEMEN7 BAR (RIGID PVC) ;:�n?-�`.' ,'',�,. � �?:»^ �
1.000 �' .0 r �. z w F � \ '�"<
(3fi KSI STEEL pR 34 �325 "> Wt C� �t �t�� ¢ � \ N2
� 4256 KSI S7AtNEESS STEEI} � �p.6&0 w�y,�i':tl N :�,T � e�i ~ z6'
��,t � .� d '•. , `rp9q..
o.s�o T '',, 6 ,.e..• 'c� �
,-,MULLIOM 0.293��� I "��bPPt����a'°`a � \
\1
�(6663-76 �INSTALlA7i0N C11F oj$�3 . fter.
(RIGIO PVC}
II ALUI�IINUM) SHEEf N0.
t.___ _ — -- 5 oF 6
� w
oanwN ar: cx¢cNco a'h
LOAp TABLE 1.0 LOAD TABLE 2.0 LOAD TABLE 3.0 ' w.ws ww.s
biAXfYAUM IAAXt}y�lS ALLOVlABLE PR6SURE(+/-PSF} �IMUA 7dAXFMU}h ALI.OWABI£FRESSllRE I+J-PSFY �161UAi htAXllAllht �y�yPBLE PRESSURE(+/-PSF} PLPT1�1 �ol�/is/t5
ldUL�ON LOAD MIIWON LOAO MUWON LOAO
tENGA1 W�btli 57p�OnRD 5TEEL ftE1N(oRCED IENGTN �NDh4 y-�pNpqgp STEE1 REtNfORCED «�G7H W107N SipryDARO STEEt HE�NFORCEQ
t�h��) t�N�} AILMINIIM MU4l 0.WMINt141 FNLI t�N�I t�N�) ALUTAINUtd A1ULL AIUMiN111A lNLL (�N.} {iN.} ptUMiNUtA NULL Pll1NINVM UULL INS7Rt1CTi0NS FOR TABI�E US�
ma ie N A 2a.e iaa ia N A 23.8 ias �e a/a 25.e 1. DETERMINE JOB REQUIRED WINO PRESSURE fQR �
�oZ Za N A Z�z iD2 za ta n zi.z 702 x+ N n zi.z 7HE dPENING.
ia N A za.a ie r+n za.a ia N A za.} 2, pETERMINE THE MULUON LENG7H & LOAO WIDTH �
ao x:+ zo.a ao x A zo.n Ja "" z0'4 F4R THE APPUCABIE MUlUON USiNG THE APPUCAB�E
9fi 2M1 N A ^25.5 98 24 N A 25.5 96 24 N A 25�5 ELEVATION ON SHEETS 1 8C 2. x
IB 22.D SJ.9 IB 22A 33.9 18 22� X3.9
36 N A 26.6 36 H A 2D.6 Jb N A ?A.6 3. F1{�D �4'{E AlI.OwAg� PR�$SURE F�R TNE kAU�U�N �
aQ �e N p 24� 90 �o N n za,� 9Q �o e a za.� CONDI110NS CONSIDEREO AND VERIFY THAT IT IS LESS
za 2n.� ao.s 2a 2a.� aa.e za 2a.� ao.s TNAN THE REQUIRED PRESSURE. d
tp 26.8 41.2 18 26.8 41.2 18 26.8 41.2 $
4g N A 21.7 42 N A 25.� 42 N A Z��? TA��F NOT��: X�
aG N n zs.3 16 N a zs� aa N A 25.3 �, FpR ALL CONNECTION NPES, SEE SHEEfS 3 & 4 �
g.{ ]� 19.7 ]Q.4 Bi JO 19.7 30.4 84 30 19.7 ]0.4
24 2y7 38.6 z4 24.� 38.p 24 24.7 38A FOR 4ETAlL
ie aZs so.� ie 32.9 so.7 �a az.e so.� 2. IN OftDER 70 SIMPLIFY 7ABLES, TAEiLE PRESSURES z
5a H A z�.� 5a rs q zi.t 54 N n zt-� ARE UM1TcD TO 70 PSF USE 4F TtlESE MUI�IONS
yy N q ZS.� 98 N a z�.� ae N^ 2�.� FOft PRESSUftES HIGHER THAN �0 PSF SHALL BE �
...
yx k n x�.i 4z N A Zl.i 4z N^ 77'� REVlEWED UNDER SEPARATE APPftOVA�. ¢
�a �c 2os ai.s �a 36 zos 31.6 7a as 2os ��b 3. THESE LOAD TABLES ARE CERTIFIE� AS CORRECT IN �
�o za.� sa.o 3o za.7 �a.o �0 20.-� 7e'0 C�NTEN7 HOWEVER,.CNOOSiNG OF 7HE C4RRECT i Z
2a J08 4T.5 2+ 368 47.5 2S 30.8 +T.S
�e .��.� s�.a �s aid 61.3 te ai.i 87.3 MULLION & CQNNEC110N FROM TriESE TABLES FOR ITS p � wo,�
es r+a z�.s ss rt n n.s ss r+a zt.s SPECIFIC USE !S TNE RESPONSiBlUIY OF 1tIQSE USVNG � ¢ �c�d
so n n 2a.i so N n za.� so r+Ja za.i THE TABLES AND SHOULD 8E VERIRED BY THE z p �j,��
sa N n 2s.a sa N n Zse 5+ N1^ 2fi-e BUII.QING OFfIC1A� OR A RORIQA CERTIRED ENGfNEER. o n-
48 �y6 3oZ ce �a.s so.z as 19.6 �o�z 4. ALL LqADS W THESE TA6LES RESTRICT MUl.LION � o �-„�4�
72 42 22.4 34.5 77 42 22.4 34.5 72 42 22.4 54.5
as 2s.� 4oz 3e zs.i na2 as zs.� ao.z 6EFiECT14N TO Lft?5 PER TNE FIdRiDA BUILDING � � �g�
70 51.h 48.3 3a 71.4 -08.3 3G 31.4 48.3 COD�. � g Nw'd'
24 J92 6�.4 24 J9.2 fi�.4 24 39.2 80_4 � � �0-�
18 52.3 76.0 78 52.3 70.6 16 52.3 76A Z d r
fifi N A 29.5 72 N A 26.1 72 N A 26.7 �
S� �(7.y 31.3 66 H.,A __,,,,28.5 66 N A 28S J p�`
54 22.6 3h.8 60 2p.4 31.3 fiP 20.h 31.3 4 u�i �
48 25h 39.2 54 12.6 34.8 54 226 34.8 n �
fi6 42 29.1 4M1.8 4B 25.4 '792 46 25.4 39.2 a �
36 33.9 52.2 66 42 Z9.1 4i.B fi6 42 29.1 14.0 >
,3(S 40.t 62.7 36 33.9 522 36 33.9 522 "� �
24 50.9 �0.0 10 4q.7 62.7 JO 40.7 fi27 U
Z
ta 87.8 78.0 2i 50.9 70.0 24 5Q9 7�D �
Oi
60 27.7 41.7 78 67.8 70.0 1B 67.0 70.0 (n Z�
54 7�.7 a6.1 72 22.8 348 72 126 JD.� W �� m
46 53.9 $2.t fi6 24.6 37.8 66 2{.b 32.7 � W
42 7B.7 $9.6 60 27.1 41.7 60 27.7 J6.0 N Zv�'�
sn 36 45.� b95 SS 30.t 45.3 3f 3�.� �.� �
48 33.9 45.0 � z��
,}a 54.2 70A 60 48 33.9 521 60 Z
24 67.7 70.4 42 38.3 54.fi A2 -���38.7 51.4 Z �a���
23 70.0 70.0 36 45.7 69S �6 i5.1 60.0 3 W��g I
Sq y92 61.9 30 54.7 70A JO 54.2 7oA ti-�€3u�i
46 44.1 b9.fi 26 �l.? 7d.Q 2+ 67.7 70.8 � �J� :i
54 42 50.4 70.0 23 7p.0 70A 23 70.0 70.0 .J� V=o��
36 SH.B 70.0 72 24.d a6.i 72 29.4 33.1 0 `?�tnz m
JO 7�.0 70.0 66 ]2.1 SU.6 66 32.1 76.4 z� N����
as ss.e io.o so 35.a ss.7 eo 35.3 no.o 495�{���gF�dd c� �
ie 42 fi3.8 7b.d �4 54 39.2 61.4 54 392 4i.A �
78 70.0 70.0 48 4d.1 fi9.6 54 48 44.1 50.0 '��� R �y{��y�fd�+' � U�
{4 ii 7flA 7�D 42 5�.4 7[IA 42 5�.4 5?_i Y0��"�' �.a,..,,"d+Tj `.t�
16 58.9 70.0 J6 5B.B 66.7 �' , • � 4�
30 70.0 7o.a ao 7n.o �o.a v'�`T�.°°�. P"•;i��� � n
�z si.z sa.s n a�.z a�s .:U;y r� u� 6:,i;1 rt o ��
�ca.> �' o:.:;; o fi'' �
fi6 4U.6 SB.4 66 �i0.fi iU.B �}' y ! • � ^
6� i4.5 6i.3 60 4i.b 45.0 �7.T�V � T !{ O i�;,,` U ` �o
i8 Si 49.6 70.0 48 54 49.6 5�A „��:�'� ,p �,Z:%�` l-i � �^z
38 55.8 10.Q 48 55.8 56.J a`c'w
42 63.8 . 70,0 A2 67.8 6i.3 ms�dj�'+, •°•43�� � u- "�,za
JB 7tl.0 70A 39 7D.o 70.0 ••�••
n :a.s s�.z 66 s.a sz.; �i����r��a�R4��0.�@ ��``�
fi6 SJ.O 66.8 ¢Z 5i 5).7 57.1 �'�/B 45�� �
A2 6R �8.3 700 -08 Si.3 6d3
� 54 84.8 70.0 -04 70.0 I0.0 ORAl71NG N. �REV.
nv �n.o �a.o so w.o co.o 1893
3b �z _ 66.7 70.0 �6 5t 65.7 66.7 SHEET Nq.
69 70.0 70.0 Sl 70.0 70.0 s OF �
1 �
. ,
5/;2/2017 Florida Building Code Gnlina
_ , , ..,_. .., . . _ • ' .'�'N.r�:,c�,e":r: � .>..�--�,•�.�� '
. � : ..�=�.;-�,'.".y,r,=�,,`�'
`':' ' -;t.' . . . .- _ ' ' �_""'ti,y', '. ..;�-s7 �.t�<.��
.. _ ` - , , �.. . - . - , ,p°,fw,�;�," . `+.'�Si�.�s,��f: ,�:
' �� �"?'''�T�'^" (7 ti',5 Y�v
... : .. .5.: '�r .� 3A` . . :t� e %�s `�7 _ h,�� � ��64;�r.� �.ri�^4;,',,
., .. .. , . � . ... , � ' ..._ _.. ._ '».�',x»-.-r"x.::.;.c.�.K"�
,
' - ' - — ":tti.:ir, ._¢.� �y;,
..
,: ; .. ,
_ - - ''m-s: '%�5�
: . , , .
..._..__ .. - ...��
. . , ,. ,.� . . /
. . . . .. . . , ......�., ._
.. .�.
� :;�..,.�>y. ..
. ,. .� . . .'f J•.::..t.S..s�<i'.i�;=;;:'>�i"3�.', _
- y
,.; :::a�c �
, '.' _ '"'
..�,...""'.-,.s�:t"y`,:F�ta.�':
�
:�.._•.t�.�:..`..;.:::::
..�_......._.... .......�....�,_�.�...,...�_,._......_..........,»�....�w_ n:u..�..:...::_- -. ...�..�:_,�,._v:.....:_. . ...r,....._
W.......�_�..._................�_"': ...................�.._.�.....�..v
BCIS Home Log In ; User Regist2tion Hot Topies Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map Links ; Search
t�F°ri„•.�.,.
,� �� �c�•�(.:�s � i-"���--�-,-�
��..-��il E± F�`,�,1 ,:�'� I/ _if++���jProduct Approva!
�, J;��t ri�ijl�y� `�i.=r�L %USEP.. PublicUser
�`�`::��L'���`�,��y��` ,'��
Prnduct Aooroval I•1enu> Product or.400lir.ation Search>Aooli[stion List>Application-Be a"tT���.
� Y ~ FL# ��FL16811-R1 �
...,�.,..;.a:..` '..
i. .�...�..<:.. -. ,,-� �.
.
�' '"'".'` ' Application Type Affirmation -
Cooe Version 2014
i Application Status Approved
Comments
Archived
' � \
Product Manufacturer �Pella Corporation__-�
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pella.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval@pella.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email ��
, \
Category Windows
Subcategory � Flxed
� �
Compiiance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
F Validated By Terrence E. Lunn, PE
Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-OS 2008
Equivalence of Product Standards
Certified By
y I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted - OS/30/2015
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsXm2MLFozrg8wx%2ftBOJ3gR3aBOWALWByeQ%3d%3d . 1/3 _
�
5..'1212017 Florida Building Co�e Onlir�e
Date Validated � O1/30/2015 ,
„ Date Pending FBC Approval
Date Approved 02/O1/2015
S�mma�S�o'r r ro�rsc�s
i___ __..___...---.. ____- --�---- ------ - ---------
�F!� F�odel,f�umber or�tame j Description
`16811.1 250 Series Fixed Window_�_I 108" x 60"vinyl non-impact single window
------.._....�.._.._--- ---__..�_.. --- -
Lirrti�s or"Use i CerEification Agency Certificate
� lipp�QVOli YQ�ssse in�t,��d�: No � FL16811 R1 C CAC CCL 411-H-1460.08 .09.odf
i ��prove�f�r�se outside HVHZ: Yes i Quality Assurance Contract Expiration Date
, hmpac�s7.esisranc; No 04/10/2021
i D�s��n Pr�=sure: +30/-30 Installation Ynstructions
� (}:her: Configurations of glass shall conform to the current FL16811 R1 II 1866.odf
j ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E. 44135
I required by FBC section 2406. Created by Independent Third Party: Yes
Evaluation ReporEs
Created by Independent Third Party.
�----- 1 -
I 16811.2 � 250 Series Fixed Window �72"x 72" vinyl non-impact single window
i
�iml�s of Else Certification bgency Certificate
�anprov�d ror us>in iiVHZ: No FL16611 Ri C CAC CCL 411-H-1460.02 03 odf
App�oved�or us�outside HVHZ:Yes Quality Assurance Contract Expiration Date
Em�nact Resistana: No 04/10/2021
�esign Pressure: +30/-30 (Installation Instructions
O'her: Configurations of glass shall conform to the current � FL16S11 R1 II 1866.pdf
ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E. 44135
�required by FBC section 2406. Created by Independent Third Party: Yes I
� ,� Evaluation Reports
��" � Created by Independent Third Party•
�. �.. _ __...._.. ..�_....-�----_�.�.. ..__._ _._... ..---- ---.__..---�-�--- --....�.�..._._.._
��16811.3 � 250 Series Fixed Window (60"x 60"vinyl non-impact single window
�`�'�mits ofi Us'e Certification Agency Certificate
� A.pp��ved for use in HVHZ: No FL16811 Rl C CAC CCL 411-H-1460.00 .Ol.odf
iP.pprovec�zor use outside F9VHZ:Yes �Quality Assurance Contract Expiration Date
, 'smpa�t�esistant: No 04/10/2021
iDesign r�ressur�: +50/-50 Installation Instructions
G�her: Configurations of glass shall conform to the current FL16E11 R1 II 1866.odf
(ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P,E. 44135
required by FBC section 2406. Created by Independent Third Party: Yes
Evaluation Reports
i Created by Independent Third Party:
�16811.4 250 Series Rxed Window �96"x 72"vinyl non-impact multiple window system
Limits of Use �� Certification Agency Certificate
Approved for use in HVHZ: No FL16811 R1 C CAC CCL 411-H-1460.12 .13.odf
�pproved for use outsidz F1VHZ:Yes Quality Assurance Contract Expiration Date
Srnpacf Resistant: No 04/10/2021
Design Prassure: +30/-30 Installation Instructions
� Cther: Configurations of glass shall conform to the current FL16811 Rl II 1866,odf
ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E, 44135
required by FBC section 2406. Created by Independent Third Party: Yes
' ` I Evaluation Reports
Created by Independent Third Party:
Eac€c r.A::t:
Con[ac[Us 2601 Bla(r Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida. :: Privacv Statement::Accessibflltv 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 publlc-records request,do not send electronic
mail to[his entlty.Instead,contact the offlce by phone or by[radltlonal mail.If you have any questions,please contac[850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective Oaober 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provlded may be used for offlclal communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department wlth an email address whlch can be made avallable to the public.To detertnine tf you are a licensee under Chap[er
455,F.S.,please click here.
Product Approval Accepts:
� � �Lhzck ��
Gredit Car�J
����
�- - -
�- �;�' '�"�
�. �,�..�.�»
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsXm2MLFozrgBwx%2ftBOJ3gR3a80WALWByeQ%3d%3d 2l3 .
�
THFSf DMWINGS ME APPUGBIE ONLY TO TNE PROpUCT OMM'N BY: CNCCKFO BT.
SPECIFlED.MEY IMY NOT 6E U5E�FOR THE ASSEMBLY WAu. W.WS
1.�ALL FASTENERS SNALL BE IN ACCORDANCE WRN THESE pRAYlMGS. SPECIflED ANCHOR EMBED T�BASE 1.1ATERIAI. ANo/oR W5TAUATION oF ANY OTNER PfioovCE NOR MnY pcor: wtC:
SHAII 8E BEYON6 WfltL FlNiSN OR 5TllCC0. 7HEY BE USED FOR RnTON�L ANU/ON LOCAL MPROVM1I �^�B p]/a/11�
2, OPENINGS,BUCKINC&BUCKINC FASTENER6 MUST BE PROPERLY DESICNED&IN5TALLEO TO TRANSFER WM�LOA�S TO OF ANY PFODUCT NOT PRODUCED BY 7HE 1MNUFACNflER
THE STRUCTURE. sv. U oN FSE aww�NGs
3. 71tESH N6N-�AiPACT RATED WiNpOW 5YSTEM WSTALiATIONS ARE�N ACCORDANCE WRN AND AIEEf THE REOUIREMEMS OF �
„ THE ROqIOA 6UILDING CODE(FBC).
;, R1L ANCHORS SECURitlC WW60W FRAGiE T6 FRESSURE TR&tT£0 BUCKS 4R WO�D FHAt.tiNG StiALI 8E CAPABIE 6F
RESiST111C CORROSIDN CAUSEb BY THE PRESSURE TRfAT1NG CHEMICAlS IN 5NE WOOD. FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW �
5. IMTERIALS,IWCll1pING 8UT NO7 UMIiED Ttl STE0.SCREWS,TNqT COME�N70 CONTACI V11TH OTHER DISSIMIIAR SIZEjPRESSURE TAB�E ON TNlS SttEET
F4iTERiAtS SNAt�FSF£t TNE REOUlREkiENTS OF t'I�RIpA eUIC42NG COOE GNRPTEft 20.
6, TO THE BEST OF OUR KNOWLEPGE,THE WINOOWS SHOWN HEftpN Af2E CFRTIFlED&OUAI.fIY ASSl1RE�BY A RORIDA A�
SiaTE APPRQVEO GERTIFlCAT1013/QA ENTfiY h SHALt BE U+8ELE4 IN ACCORDANCE WiTN 7NE EBG AND 7NE 4H-3 FLDIUDA `} �
eUii.OING COtAMiSS(OH SPEGFICATIONS. WIN60W ASSEliOLY IS N0T PMT OF 7H15 DFAWMC ANU SI�ALL 9E IN ACCORDANCE
W(TH THE AWJUFACTURER'S q�ALIN ASSUR/WCE SPECIFICATIONS&TESTINC REPORTS. � �
7. CERtlFlCM1Tt6N OF IHESE WIN40W lNSTALUtI0N5 SNAL!8E CONSIOEREO VOID If ANY OF�NE FOtt6WING APPIY:i}
TIIEY ARE INSTALLE�WITHOUT A 9UILDRlG PERMR FROM THE APPLICABLE LOCA4 BURllING DEPARTAIENT. 2)IF THEY ARE W j �
INSTAtLE�BY ANYONE OT11ER TNAN A t10ENSEO COKfRACTOR EXPfWENCEO W17N WINDOW tNS7AltA'ii�HS. 3)if CNM'GES
HAVE OCC�RRED TO 7}iE PR4DUCT'S CEftTIflCAT�6H ENTITYS CER71FICATE 7HAT CAUSE 7HESE INSTAUATIONS TO BE
INCORREC7 OR INCONSISTEN7 WRN WFWT NAS 6EEN 7ESTED. N
8, iHE IFAST OESIGN FRESSURE SPECIElEO E7TFlER IN THtS ORAWING OR 7N 5NE PRODUCTS CERTIFiCAT10N StiAt1 CAtStROI
FOR T1E INSTALLED WINDOW. W z
9.THESE ORAWINGS CERTIFY THE WINDOW INSSALLASION ONLY. WATER PRD�FlNC�F THE 1NSIALLED VANQQWS IS NOT AART O j ��}��� SIAit4Aft
OF THIS INSTALLATfaN CERTIFfCAitOFl. iHAT RESPONSIBItJTY SHALL BE'tHAT aF iNf tAANUFACNRER k/OR INSTALLER. z N A,� A1
��w 4 v 4 a 3
q�N o
IdSTALLATION EVALUATION IS&SED ON MPUCABI£MICNOfl SLWOAROS ANDfaR WFOftAV.TION k RESULTS � �
(RQAt APPi1CA8lE IESt REP6RIS. 7NE FIAA�DA BURIXNG C�dE VEftSIbN C6HSI�EREO WiiH TNE a N= .�r O �
EVAWA710N WAS TriAT M FORCE FT TriE TIME OF iNE lVAI.UATION. IN THE EVEM OF COOE VFRSItlN O i-. F a�i O
CHANGE5/UPDA7F5 OR IN THE EVENT'1}A7 NEIV OR ADDIi10NAL 7ESIING IS C�l1PLEfEO ON TH6 N
REffRE3iCE0 PR�6VC7,PRt6R TO StATiNG CODE CAMPttU2C£WtTH 7HE 57A7E,THE tAAYUfACTUftEft SFt<1C �O p C~.7 ��o�
CONFlFLI WRH TNE INSTA�IAl10N EVAIUATON ENGWEER OF RECORD THAT THE INSfALW10N5 SPECIFlfO w� FIN FASTENER WITHIN 2�� OF CORNERS & 4 1/2�� ¢ �N� I
Hf'RE-IN ARE CURRENf WRH THE TIIEJ!CURRENT TES71Nq COOE AND APPl1CAHLE SfANOMOS. �Z 6-
q��`� MAX O.C. WHEN JOB REqUIRED DESiGh! PRESSURE � o z¢�v
''-w q I5 OVER +/-30 PSF; 9" MAX. O.C. WHEN JOB ! ���`j
'g��~ REf}UIRED DESIGN PRESSURf iS -F/-30 PSF OR o S rv w sr
FRAME ANCHOR REQUIREMENTS TABL.E Z� LESS. SEE "FRAME ANCHOft REQUIREMEN7S TABLE" Q ��a t°
m ON THIS SNEEI FOR REQUIREMENTS. oPaos� w
OPENING iYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM �
{SUBSTRATE} OPENING FASTENER 7YPE EMBE6 EDGE 6IST A� � � � �� �
4 � �
��� FRAME SCREWS � z
MIN, 2X4 WOOD FRAME Oft BUCK ' ' ' ' ' ' � �
(MlN. GR. 3 & G=0.55} N0, iQ SMS OR WQQD SCREW i S j4" 3J4" 4 g
EXTERIOR ELkVATION: �
MIN. t$ GA. 33 KSl MEfAL STUD N0. 70 GR. 5 SELF TAPfDRII� SCREW FULL tf2" SING�E WINDOW ` � �Q
MIN. 1/S" THK A36 STEEL N0. 10 GR, 5 SELF TAP/DRILL SCREW FULL 1/2° SCALE: 3f4" = 1'-0" � ?� m
hlkN. t/8"THK 60&3-T5 ALUM. N0. 10 GR. 5 SEIF TAPfdRiU. SCREW Ftft� tj2" (NAIL F1N MOUN7 CONDITION) � W �
MIN. C-90 CMU OR 2500 PSI CONCRE7E �Z� lf4" CONCRE(E SCREW 1 1/4" 2" Z���n
(�) INSTALLATION CLIP SCREWS ALLOWABLE SINGLE WINDOW N �����
�iN. 2xa wooa �'ffnr�E oR �ucK SIZE/PRESSURE TABLE �' �a=��
N0. 10 SMS SCREW 1 7/4" 1/2" .�i w�`�' �
(MIN. GR. 3 & G=0.55) MAXIMUM MAXIMUM ALLOWASLE . rn "z���
FRAME fRAME PRESSURE ����'"
MIN. 18 GA. 33 KSI MEfAL STUD N0, 10 GR. 5 SELF 7AP/DRILL SCREW FULL 1/2" LONG SMQRT '� �� ��
MfN. i j8" THK A36 STEEL N0. 10 GR. 5 SELF 1'APJDRIt� SCREW FUL� )f 2" (+j- PSF} � ��z�m
MIN. 1/8" THK 6063-TS ALUM. N0. 1p GR. 5 SEIF 7AP/DRILL SCREW FUL� 1/2" DIMENSION DIMENSION
(!N.) (IN.} �3� �
2500 PSI CONCREfE t27 1/4" CONCREfE SCREW 1 1/4" 2" }p8 60 30 r3�
(3)NAfLING FIN FASTENERS �2 7z 30 ,,,19y4';°"�>>r,� Q w
MIN. 2Xh WOOD FRAME OR BUCK 60 y 60 50 ''�4' 6�'�=T�ff�e�. °'
N0. $ SMS SCREW 1 3 f B" i f 2" :' �{ ,, .,,�7F r .�- azn
(M(PL GR. 3 & G=6.55} 1 LONG pIMEPISION MAY BE " � � '. �r'°+ p �."'.1O
NIN. 2Xk WOQD fftAh1E Oft BUCK HORI20NTAl OR VERTfCr6t. �-��•L�•�•••,a.y:..v}y-' F � q �v
(MIN. GR. 3 & G=0.55) 11 GA. ROOFiNG NA1L 1 3j8" 1/2" i Y�;� r�y�•����W � � �z
M1N. 1 8"THK A38 STEEI Nd. 8 GR. 5 SEIF TAP DRICL SCREW FULi� 1 2" � �U � '� �'�" � � '�' �'�
I J / a�s s,- a u�<:.c,�. � �.�,� w
MIM. 1/8" THK 6063-T5 ALUbI. N0. 8 Gft. 5 SEIf TAP/DRILL SCRE4V FULL t f2" g�g�g�_j�,tjQ��j�tg��UAPON N6iEc 'L�•�� c�+ 7'i' �` '-
ALL ALTERNATE APICHORS IN TFIEIR SPECIFIE� � � `"• •'�+��'*' x
(1)FRAME AP1D IMSTALLA710N CLIP SCREWS SHALL BE A PAN Oft HEX HEAD SCRE`N. SUBS7RASES HAVE BE£N AD4RLYZEQ!N ACCORQANCE �cS'ty9°•• "••��yS��*.,;
(2}CONCRETE SCRcWS SHALL HE ELCO ULTRACOPlS (C.S.}, ElCO CRETE-FLEX (5.5.), iTW WITH 7NEIR APPUCABLE STAHDnftD(S) AIJD ARE FOUND rN 'L�i�•��` ORAriNC N. REV.
RA�ASET/REq HEAD TAPCONS (C.S. qR S.S.) OR HILTI ICWO<-CON II (C.S OR S.S.).� TO BE EQUNALEhIT TO OR STROMGER 7HAN THE ' ' � 'I SF)$
{3}N1HEP! SCRENlS ARE USED VJIiH TtiE hIAI� FIN, THE'i 6AUST BE A WAPFLE HEA6 SCRE'N OR HAVE hhICHOft(S) USEO�FI TESTttJG W17N THIS PRODUCT. sHEET No.
A FVS WASFIER AT THE SCRE�N HEAD. 1 °F 4'
P. t1
� _ _. - --
OMWN 6Y: CHFLItE�Bf:
W.0.Y. W.WS
PILT: WTE•
�-ia m/a/u
a
FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW �
SIZE/PRESSURE TABLE ON SHEET 1
4" MAX.— � �Y 4" MAX. �
A2 U
4 � �
� 4�. � o
j 4 �
w
w
N FRAME SCREWS WHERE SHOWN AT ALL g
zo j SIDES. SEE "FRAME ANCHOR
REQUIREMENTS TABLE"' ON SHEET 1 FOR N
w w.- s�M�� REQUIREMENTS. (NOTE THAT WHEN JOB s�uiva o 3
o a� A2 REQUIRED DESIGN PRESSURE IS OVER qZ �n o
�N= 4 � +/-30 A FRAME FILLER MUST BE USED 4 � � Z Z
�N� AT EACH FRAME SCREW, SEE SHEEf 4 � 3 �w�o
��o FOR PART DEfAIL) � v ��o 0
w o w � a a��i
¢�m � OQa�
�WF¢-- � Z V� I
J s �'-
�Z ^ Z JO�tO
N �
� W
� OPPOSRE �
� AZ / � w �'
4 � �
4" MAX. � �
EXTERIOR ELEVATION; a —� � �
SINGLE WINDOW X z� m
SCALE: 3/4" = 1'-0" � �
(FRAME SCREW MOUNT CONDITION) z z�o^Y
� Z ��
m �,a�_7
w "
� W���i
� U�un
N w?�
o r n=W
y J
� NU�o$a
�N aNZ naa
��O
�3'�
,aiqY3vo.s.,,ia� """ W
;` °t � a
� �����- �`����y,'r; � �,�
:�::�;'�o. „��`� o\ o �a
:�n;� � o ai`�,r � ��z
' ;i.w ._.� � ¢:a ,_ �-O �a.
:� a � o;� •� m �
:J`� z m���,-�^ " �
'6v<''• �:.••``���� 3
, ry!°°a:,y�'�� .
• OM'nl G N0. REV.
a �566
SHEEf N0.
---_--- - — -- ----__----- _— -- 2 oF 4
r P.S
ow.wx eR a+Ec�c[o eY: ,
w.au, w.ws.
,y Plo{: 6ttE
1�16 01J0//I/
�
96" MAX fftAME LONG DIMEtJSION �
96" MAX FR4ME LONG DIMENSION 4 � ��3"3"�Z �
4" MAX. 12" MAX. O.C. 12" MAX. O.C. A" MAX.
2" A1 �
� �
. . 4�. MAX. �
• � / V l/ � a a
� � --FRAME SCREW5 WHERE `
SHOWN AT SIDES AND HE4D.
� sitinuR ' CLUSTER FM FASTENERS AT SIMILAR Z SEE "FRAME ANCHOR 3
o Ai MEET(NG RNL ENDS SUCH At o REQUIREMENTS TABLE" ON p
� h T`' THAT TNERE ARE A TQTAI OF 4 � � z SHEE7 1 FOR Z
� 5 pOSIT10NED AS SHOWN. � RE4UIREMENT5. � o�o,Q
o � SEE "FRAME ANCHOR � I r ��o$
F1N FASTENER WITHIN 2" �i c� �
'- REQUIREMENTS TABLE" ON � o �'-
� OF CORNERS & 9" MAX siMiuR siuiuH o a a i
SNEET 7 FOR REQUIREMENTS. � A2 � d'2¢�y
a.c. seE ��Fr�E �, az x o— ,�
� ANCHOR REQUIREMENTS � ,� 4 � a �' � Z "��i
� 7ABLE" ON SNEEI' t FQR ¢ �,y Z �o wa�
14 REQUIREMENTS. ' LL � W a�
a �
� �
I - 1NSTALlATION CLIPS � �
,N„ � � WNERE SHQWN AT SILL F- �
( SEE "FRAME ANCHOR w LL
� REQUIREMEN7S TABLE" ON � o �
OPPOSITE SHEET 1 FOR �
/ A1 // ftE4UiREMENTS. � A4 � x c�o
4 j
� ?� m
d" �tAX. �
. . . . . �. a --�— Z Z�€�
EXTERIOR ELEVATION' ---I �--` � (`" W �a o��
4" MAX. 12" MAX. O.C. 12" MAX. O.C. 4" MAX. � w"� •.'�
MULTIPLE WINDOWS lhi ONE FRAME 4f� 4�� �� 4 W W�;� '
SGAl.E: 3/4" = t'—o" EXTERlOR ELEVATlON: �, Wz���
(NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE MULTIPLE WINDOWS IN ONE FRAME � ����s
(�{llL11PlE t�INpOWS IN ONE FRAtdE} SCAIE: 3JA" = t'-0" `N ��z��
+ -3Q PSF (FRAME SCftEW AND CIIP MOUNT CONDIT4QN) � �3c"i
0 83'°S
syi....ri�lf ui
MULIIPLE UNIT NdTE5: •'ti0. �`u3 {`' °�
t h1ULLI0N MAY BE HORIZONTAL OR VERTICAL PROVIDIhIG UNIT SIZES ARE RESTRICTEO AS SMOWN IN THIS '�4,••'' '••''��J,� '�' a�
ELEVA710N. ,'���� ��-.,`�j a' ��;��� � �p
2, IF VERT�CAL�Y S7ACKED, THE MANUFACNRER &/OR INS7ALLER SHALL INSURE THAT THE DEACI LOAD �ti�w ,- o p; �= �'�' �,z
WEIGHT OF THE ABOVE WINDOWS CAN NOF CAUSE UNDO FAILURE TO THE BELOW NlINDOWS. ,W �;t e nss +- m a
3. THERE IS IJO IIMIT ON THE NUMBEft OF WINOOWS 'fHAT MAY BE COMBINED IN ONE �IRECTION INTO ONE �;U
OpENING PROVIDWG 7HE OPENING IS DESIGNEQ TO SUPPOR7 ALI. LOADS'lRANSFERRED fROM TNE WlNDOWS & 2;` � �n L,y� .� � �a
TNElR MULLIOi�IS. �.`�d. ••, y,,����w
������'�t�� s�y~ ���YING N0. RkY.
- . .. 1866
SNEEf N0.
3 QF 4
r es
� ..
FIN FASTENER PER oiuwei er. cHccKrn ar:
ELEVATION FRAME SCREW PER WAk w.ws.
SUBSTRATE BY ELEVATION v�ar: o�o
SEAIANT BY OTHERS SUBSTRATE BY "� '�0'/"
OTHERS PER FRAME SCREW OTHERS PER SUBSTRATE BY
BEHIND MAIL FIN "FRAME ANCHOR PER ELEVATION S��M BY OTHERS OTHERS PER
- "FRAME ANCHOR BEHIND FR4ME FLANGE
;.:, • . '... � +. : -•,':.�.: . TEBLEREMENTS -, s • �,. .• - � ` ENTS � ,�ER UME AENTOR
.._ A .j,` REOUIREhA • • .. ' �. . '- R Q IREM
• TABLE"
;:s. � ,, TABLE" �
.", t/4" MAX. 1/4" MAX. SHIM �
� ,' ' SPACE , � !� `,.'., ` � �� qT EACH ANCHOR� 1/4" MAX. SHIM �
SEALANT BY ,• . ..� rc :.'�. ,°, ..`�l : ;• ' t:_% : a '.,,0 AT EACH ANCHOR,
OTHERS O � "O � SEALANT BY � 2
OTHERS -' � +� SEALANT BY 0 O �
�a� OTHERS �
� � Z 2 1
� SEAL SPACE WITH W �ERIOR SEAL SPACE WITH ? �
LOW EXPANSION � � � EXTERIOR � SEAL SPACE WITH w
o LOW EXPANSION
EXTERIOR FOAM AROUND w 4 FOAM AROUND � q LOW EXPANSION o
PERIMEfER OF � FRAME FILLER PERIMEfER OF w FOAM AROUND
WINDOW FRAME � FRAME FILLER PERIMEfER OF � o
� WINDOW FRAME � WINDOW FRAME � Z Z
SECTION SECTION A2 I ALTERNATE SECTION 3 � �'
t=-W�o
A1
SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 A2
SCALE: 1/2 FULL 4 a p N�o
NAIL FIN MOUNT �
- ) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) � �ZsN
_ CONTINUOUS WOOD MEMBER LESS 0.604—� 0.604--� 0.375 I— o �N W,;
-.�_ z Woa�
IN THICKNESS THAN A 2X_ BUCK � a
T O B E M I N. 3 1/2" D E E P (N O T 0.860 l U�� �O � 0.5 0 0 W
SEAL SPACE WITH '- REQUIRED WHEN SHIM SPACE IS SUBSTRATE BY J__I��T D N
EXTERIOR = WITHIN ALLOWABLE DIMENSIONS OTHERS PER o.oss� � g �
LOW EXPANSION � 'FRAME ANCHOR
FOAM AROUND = SHOWN IN SECTIONS). REQUIREMENTS OO �ME ANG Z.485 � F F
SHIM AS REQ'D TO � PERIM�ER Of w '. .i TABLE" "' (RIGID PVC) O � 3.000 w LL
SUPPORT & ALIGN WINDOW FRAME � +,,.� ';; �:.� Q �
WINDOW � 3 . „ .,., ,,. ,. ,;
I N S T A L L A T I O N S E A L AN T BY��,� 0.0 5 9� '� W �
SEALANT BY CLIP OTHERS � � O2 FRAM aN 0.500 � Z�
OTHERS � � (RIGID PVC) � J w'�
EXTERIOR �'325 �'C ?��^N
o �,.oz� �r o.osa � z ��
�1/4„ MAX. w �"a��3
MAX. 3/16" SHIM SPACE FRAME SCREW PER —� T
� THICK X 3" 4 ELEVATION & "FRAME 0.225 J 0�293� I w �c�"�i
' r`'•', � ��� " . . -� .�� LONG SHIM FRAME FILLER ANCHOR REQUIREMENTS LENGTH = 3.000" O3 INSfALLATION CIIP N WZ���
'' � " ' + � • ��-` °�' ' AT EACH CLIP TABLE" 4OFRAME FI I R (RIGID PVC) �yN y��o�o
SUBSTRATE �Y OTHERS INSTALLATION CLIP SCREW PER (RIGID PVC) �`� �Nz�m�
PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS OPTIONAL DIRECT MOUNT DEfAIL (NOTE_THAT WHEN ; '30��
REQUIREhIENTS TABLE" TABLE" (z PEe cuP). TO SUBSTRATE WITH SPACER JOB REQUIRED g�a}
SECTION (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) DESIGN PRESSURE
A3 4Yi:...�yy+
SCALE. 3/4 FULL e (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) FR MVE Fll ER3MUST �``�� �1���,��f�' a
(INSTALLATION CLIP MOUNT CO�IDITION) (FOR DEfAIL NOT SHOWN, SEE OTHER SECTIONS) BE USED AT EACH �'�.�'�;�'�������''���J�'�, b N w
0
FRAME SCREW) -Z;i` �.,� u_2.�1 .y, ��
"C>:ro � O'o„-ti �i o �
��/J•2 V' �:1 �.tL� vii
�C.j � � � O:�� m 3�1
:7 i—�/;
. �;�> � cn 4�y c� � d
.� ''�' "'t��� 3 �
����i Y+����4 DRAWINC NO. REV.
1866
SHEEf N0.
---.--- --- — — — 4 oF 4
,. r�
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
N �/ Q
, DateReceived - 7— phoneContactforPermitting -- {� (.�
�` Trrm-rT
Owner's Name ��� g��v�N D�-R Owner Phone Number �2 7Yr �l��(
Owner'sAddress �O�O�� I"Or�I �� �1��� OwnerPhoneNumber
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Tftleholder Address
J08ADDRESS ���0 N��1 I� �/���c�✓1` LOT# I�
SUBDIVISION S u/E/L_ /�� PARCEL ID# v�'��`'�I 'O�t7U' Q�Q� • O��
(OBTAINED FROM PROPERN TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN 0 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR � COMM � OTHER
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK R����-+� `I W!/���/�IS SlZ� S�2�
BUILDING'SIZE SQ FOOTAGE� HEIGHT �
'BUILDING $ vO VALUATION OF TOTAL CONSTRUCTION
Y Y.
ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. � j�5�7/�
/ � �
�PLUMBING $ /'� ��n / /
/ � � I�
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �
�� �
OC�AS Q ROOFING Q SPECIALTY 0 OTHER �
�l.l `
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
.I
BUILDER �/���s �O�,n /� � COMPANY L�� �Y 1NDOW S ���f`�S
SIGNATURE � � ��'L�T� REGISTERED Y I N FEE CURRE� Y/N
Address JS� S� J"7 VV � �v�� F License# CpCi��p/ ��
3275�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y 1 N I
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Pians;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary Facilities 81 dumpster;Site Work Permit for subdivisions/Iarge projects
COMMERCIAL Attach(2)complele sets of Building Plans plus a Li(e Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construclion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans. I
""PROPERN SURVEY required for all NEW construction.
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized I
If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) i
^ Agent(for the contractor)or Power of Attomey(for the owner)would be someone wilh notarized letter from owner authorizing same �
OVER THE COUNTER PERMITTING (copy of contracl required)
Reroofs if shfngles Sewers Service Upgrades A/C Fences(Plot/SurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
y NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
= applicable deed restrictions.
�' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or �
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited fbr a misdemeanor violation
under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of
permitting It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this appiication is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigabie Waterways.
- Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.,
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted buiiding using stem wall
construction,I certify that fili will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Buiiding Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTOR EY BEFORE RECORDING YOUR NOTICE OF CO M E NT.
FLORIDA JURAT(F.S.117.03
OWNER OR AGENT CONTRACTOR �
Subs�rib�e�and swom to or affirme e ore me this Subs ribe�and swom to(or affirmed)before me this
.'���5//7 bv�7N��u.Fn/G- 5-�S/r 7 nv �✓f'r��r-aiCr
w o� erscnalLy�su r has/have produced W o isl ersona y known to as/have produced
as idenlification. as identification.
Nolary Public Notary Public
Commis on No. ���0 r�d'�1 Commission N . � �
Nam Name of Nota e _ pe ,
�""'°"� JOHN H CHRISTIANSON �
° R��L'� �;""""� JOHN H CHRISTIANS�N
�``�P e���= Commission # FF 184388 '��`0.� �°��'-;
'„�$!�'�` -� �c Commission # FF 184388 '
My Commission Expires =� *_
o; ;�;w " My Commission Expires
��'";;�Ff�°;��' December 18, 2018 "'' December 18, 2018
�'9%,9�����"�� �
-�-- --