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FL# FL16812-R3
i Application Type ation y
Code Version 201 i LO b
Application Status Approved
Comments
Archived
Product Manufacturer (P:1-11-
orporatioAddress/Phone/Email
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Beth Phelps
phelpsba@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
PJ cheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
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/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
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 G)Yes 69 No =N/A
https://www.goddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHk'sfvB2eLIFA%3d°/a3d 1/4
3/29/2019 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/06/2017
Summary of Products
Model,Number or Name Description
16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window
of Use Certification Agency Certificate
I Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.06 .07.pdf
Approved for us de*HZ:Yes Quality Assurance Contract Expiration Date
Impact Resist t: N7f--3-
08/06/2021
Design Pressur5 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867•pdf
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
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.08 .09.E
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created 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 FLl_6812 R3 C CAC CCL 411-H-1462.14 .15.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/13/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867•pd
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 Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.16 .17.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/13/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pd
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
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 R3 C CAC CCL 411-H-1462.00 .01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/14/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d 2/4
w w
m a a
GENERAL NOTES:
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DPAWNGS. :SPECIFIED:ANCHOR EMBED;TO FOR MAX. FRAME WIDTH, SEE I i FOR MAX. FRAME WIDTH, SEE aTE
: m: — : .. . : 1
:BASE MATERIAL SHIALL SE:BEYOND:WALL FINISH-OR STUCCO. :- ': - NOTE BELOW NOTE BELOW-Al
:2. OPENINGS.BUCKING&RUCKING FASTEI MUST BE PROPERLY DESIGNED&'INSTAEI.EDiO TRANSFER
:WIND LOADS TO THE STRUCTURE Y4
3. THESE NON—IMPACT RATED PRODUCT NSTkLATIONS ARE IWACCORDANCE WITH AND MEET THE:
:REQUIREMENTS OF THE FLORIDA BUILDING CODE
:4.
TIN-PRESSURE ALL:ANCHORS SECURING PRODUCT FRAMES TREATED BUCKS OR:WOOD FRAMING:SHALL
:BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
:5. MATERIALS.INCLUDING,BUT NOT UMTTED:Tb STEEL SCREWS,'THAT COME INTO CONTACT'WITH OTHER
:Or-qWW MATERIALS SHALL MEET:THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
FIN FASiENER:WITHINS. TO:THE BEST OF OUR KNOWLEDGE.THE:PRODUCT SHOWN HEREIN IS CERTIFIED&DUALITY ASSURED
FRAME SCREWS, WHERE SHOWN FO
BY A FLORIDA STATE APPROVED CERTIFICATION%QA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE:: OF CORNERS 21c 4 1/2.7
:FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSPK REGULATION SPECIFICATIONS.
MAX. D.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR
:PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHILL:BE IN ACCORDANCE WITH THE
m . .. REQUIRED DESIGN REQUIREMENTS:TABX ON THIS
:MANUFACTURER'S OUAUTY:ASSURANCE SPECIFICATIONS&TESTING REPORTS.
SHEET FOR REQUIREMENTS.:
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY:OF THE' PRESSURE IS OVER +/.-35
:FOLLOWING APPLY-1)PRODUCT IS INSTALLED.WITHOUT A BUILDING PERMIT FROM THE APPLICABLE iUCCAL 2 ((DOTE THAT WHEN JOB
REQUIRED DESIGN PRESSURE IS
m N ...
:BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENsEq CONTRACTOR i l�T JOB RE*
PSF, V'MAX.:D.C. WHEN &5 ,
EXPERIENCED WITH INSTALLATIONS:OF THIS TYPE OF PRODUCT. :3)IF CHANGES HAVE oqc;mED E QUIREO DESIGN
THE �ILLI OVER +/ 35:A FRAME FILLER FIR 61QI
PRODUCTS CERTIFICAMWENTITYS CERIIFICAJE THAT CAUSE THESE INSTAUATIONSJO BE INCORRECT OR PRESSURE IS +/-35 PSF
w 0 MUST BE USED AT EACH FRAME
IN
WITH WHATMAS OEM TESTED. OR LESS. SEE'FRAME: Z:
:IL THE LEAST DESIGN PRESSURE:SPECIFIED EITHER IN THIS opwmr OR IN THE:PRODIJ.TL7S CERTIFICATION SCREW, SEE SHEET 5 FOR:
SHALL CONTROL FOR THEINSTALIED PRODUCT. .7 ANCHOR:REQUIREMENTS
S.THESE DRAWINGS CERTIFY THE PRODUCT WSTAUATON ONLY.:WATER:PROCIFINO.OF THE INSTALLED PART DETAJL)::
: S SHEET:
TABLE" ON THIS 2-
PRODUCT IS NOT PART,OF THIS INSTALLATION:CERTIFICATION. THAT RESPONSIBILITY SHALL:BE THAT OF THE FOR REQUIREMENTS. .0 :?I :
UFACTU &/OR TISTALLER.
RER
VAN
C',
6
C,
In
_7
cc-z
INSTALLATION LVA=TICN IS BASED ON APPLICABLE ANCHOR STANDARDS AMD/OR INFORMATION
&RESULTS
FROM APPLICABLE TEST WORTS, :THE FLORIDA BUILDING CODE CDNSDM:WMi THE
VERSION CLUSTER:FIN FASTENERS AT 0<
Q
EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVAURTION, IN THE EVENT OF:CODE VERSION MEETING.RAIL ENDS SUCH THAT
OL
%�/UPDPAW IN THE EVENI-71HAT NEW OR ADOWNAL=1 G IS COMPLETED ON THE CL
r.PRIOR 10 VA.=CODE COMPUVXE WITH TRE STATE THE MANUFACTURER SHRIU. THERE ARE A TOTAL OF::5 bc ...
counRM WITH:THE INSTALLATION EVALUATION ENGINEER OF RECORD WT THE INSTALIAT)ONS SPECIFIED
T
HERE--N AM CURRENT WITH THE THEN CURRENT TESTING.CODE AND APPLICABLE STANDARDS. POSITIONED AS SHOWN.:SEE
z0
"FRAME:ANCHOR REQUIREMENTS
D
FRAME ANCHOR REQUIREMENTS TABLE TABLE'ON THIS SHEET FOR
E .
OPENING TYPE FRAM E/CUP/ML FIN TO MINIMUM MINIMUM REQUIREMENTS. z
(SUBSTRATE) 7
OPENING FASTENER TYPE: EMBED EDGE Disr.
-
(1) FRAME SCREWS
MIN 2.X4 WOOD FRAME OR BUCK:: Cc>
:SS OR W006 SCREW '1 1/47 3/4* -------
(MIN. GR. 3&G=O.6 NO. 10. MU).4 MAX Z_cot
5)
MIN. 78 GA.33 RSI METAL STUDi NO. 10 OR. 5 SELF TP/DRILL:SCREW
FULL. 1/2'
SELF TAP DRILL iSCREN_
STEEL NO. 10 GI 5 FULL: 1/2' a EXTERIOR ELEVATION: :EXTERIORS ELEVAOON CD
MIN. I/B- THK 6063—T5 ALUM. No. 10 GR 5 SELF FULL 1 1127 SINGLE WINDOW SINGLE WINDOW
m
(2) 1/4�CONCRETE SCREW 1/41 2" : _o.
MIN.Cv-90 CMU OR 2500 PSI CONCRETE ::SCAL 3/j" = 1'-0 SCALE 3/�'
(1) INSTALLATION CLIP SCREWS CD
::(NAIL:'FIN:::MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) cn jag
MIN. 2X4 WOOD FRAME OR BUCK: v
No. 10 SMS SCREW 1/4" 1/2' 0
(MIN. GR. 3&G=0.55) in
C11
SIDE JAMB Z.
MIN. 18 GAL 33 KSI METAL STUD: NO. 10 GR. 5 SELF TAP/DRIUL:SCREW i FULL i 1/2"
Nfflj: FOR MAX. SINGLE
ANCHOR:: fit, -2
MIN. 1/8"T14K A36 STEEL No. 10 GR.5 SELF TAP/DPJLLSCREW :FULL —1/2- WINDOW FRAME DIMENSIONS % I .
, a
MIN. 1/8-THK 6063—T5 ALUM.j NO. 10 GR.5 SELF TAP/ORILL:SCREW FULL 1/2" SPACING TABLE *Uq
AND ALLOWABLE DESIGN:
(2) 1/4,'CONCRETE SCREW i m MAXIMUM: MAXIMUM
2500 PSI CONCRETE 2-
PRESSURE, SEE APPLICABLE
FRAME: O.C.
(3)NAILING FIN FASTENERS '—Tf ,
FLORIDA A WIDTH: SPACING
APPROVAL
MIN. 2X4 WOOD FRAME OR BUCK
00. 8 SMS SCREW -.1 3/8': 1/2" (IN.) (IN.) 1 C-)-0 i ol
(MIN. GR.3&G=0:55)
MIN. 2X4 WOOD FRAME OR BUCK 54 12
0
11:GA. ROOFING ML 48 13
(MIN. GR.3:;&G=005) .1 3/81 1/2' 4?
36
MINI
1/8/
THK A36 STEEL NO.8 GR.:5 SELF TAP/DRILL SCREW ::FULL; 1/2" 17
HK 6063—T5 ALUM..: NO.8 GR.:5 SELF TAP/081U.SCREW 1/2' ALL ALTERNATE A
NdHORS IN THEIR SPECIFIED
(1)FRAME AND INSTALLATION CLIP SCREWS SHALL BE!A PAN OR H*HEAD:SCREW.
SUBSTRATES HAVE BEEN:ANALYZED IN:ACCORDANCE
THESE I
(2)CONCRETE SCREWS SWILL BE ELCO ULTRACONS (C.S.), ELCO CRETE—ALEX(S.S.). ITW: WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND :FOR THE ASSDMJ
To BE Eoumm To OR STRONGER: 1367
TD THE PRODUCT
"SET/RED HEAD TAPCONS (C.S.i OR S.S.)OR HILTI KWIK—CON ill(C.S:OR S.S.). THAN THE EWtIFIMED.1HEY;mY NOT BE
A
TND�RE INSTALLATION OF ANY OTHIER!PRODUCT,NOR VAY
HE.8
ME USED WITH THE NNL FIN,THEY MUST BE A PAN HEAD OR:WAFFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. USED FOR RATIONN,ANO/OR APPR SHEET NO.:
(3)WHEN SCREWS OF ANY PRODUCT W PROD .11: E MARL! OF :5
SCREW OR HAVE A FLAT:WASHER:AT THE SCREW HEAD. STATED ON TMESE DRAVANGS.
m m w a
N7_]
a w
w w
m a a
a w w
a w
187-MAX.-FRAME WIDTH
At7
q w w w
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW
:SIZE/PRESSURE TABLE ON THIS:SHEET
:2. 21-
CLUSTER FIN:FASTENER SCREWS AT
At. WWON i ENDS
I-IT :SUCH THAT THERE ARE A
.2 :TOTAL OF 3'POSITIONED AS
SHOWN. SEE FRAME:2
�� �� :ANCHOR REQUIREMENTS
r
:TABLE' ON SHEET I:FOR
:
:kEws AT MULLION SCREW REQUIREMENTS. 6
CLUSTER
DS SUCH THAT THERE ARE A TOTAL OF 3 G:NAILS
:(NOTE THAT.ROOFIN
:ARE NOT A�P.QCABLE-AT
POSITIONED AS SHOWN. SEE "FRAME ANCHOR::
MULLION E0 CLUSTERS)
U) TABLE" ON SHEET::I FOR:
:REQUIREMENTS
LJ :SCREW:REQUIREMENTS. (NOTE THAT ROOFING CLUSTER FIN FASTENERS
5 Ls ARE NOT APPLICABLE AT MULUON.END::
El= NAILS . ; .I ::AT MEETING:RAIL ENDS 6
U) :CLUSTERS Cl.
-TOTAL OF 5:POSITIONED AS: �oi
.2 :SUCH THAT;THERE AREA
T
2::SHOWN. SEE:"FRAME:
:ANCHOR REQUIREMENTS
TABLE' ON SHEET 1 FOR
Lu w
OF CORNERS & CLUSTER FIN:FASTENERS AT
o FIN FASTENER WITHIN 27 Ea FASTENERS AT a:;
m MEETING
1/2" RAID ENDS SUCH:THAT :REQUIREMENTS, (L
15 MAX.X. D.C. WHEN JOB 7 REQUIRED DESIG N THERE
A OF r.
A TOTAL a.:
RE -o
PRESSURE IS OVER +/-:35 PtF-. 9' MAX.::O.C.
NED AS SHOWN. SEE
WHEN POSITIO
E IS:+ �"FRA FIN FASTENER V
EN JOB REQUIRED DESIGN:PRESSURE ME ANCHOR REQUIREMENTS
-FRAM OF CORNERS:&PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS : :
TABLE' ON SHEET.1 FOR
TABLE" ON SHEET 1 FOR REOUIREMENTS // 9' MAX. O.C- SEE °FRAME
REQUIREMENTS. ra 1'\
b!:
REMENTS
ANCHOR REG
i
I I I lui I I w:TABLE" ON SHEET
REQUIREMENTS: LU-
aD
U3
EXTERIOR;ELEVATION: za
SIDE-BY-SIDE WINDOW a M
EXTERIOR ELEVATION:SCALE: 314' = 1'-0" : 12-.
(
NAIL FIN MOUNT CONDITION)
SINGLE:WINDOW WITH i TRANSOM::
:
SCALE: 3/4':,= 1,+;-O"
to z
(NAIL::FIN MOUNT CONDITION):
M
ALLOWABLE SIDE-BY-SIDE cq to(n
WINDOW SIZE/PRESSUREc3 9 A
TABLEESIGIN PRESSURE
ALLOWABLE D E ...
(TRANSOM UNITS ON
MAXIMUM ;ALLOWABLE LY)
FRAME :PRESSURE 14:
+/-35 PSF
HEIGHT PSF) A;
:DIMENSION St.
(k) co
Zc,, 1�i
:WINDOW TRIPLE:
1� 63 1� 35
109
INDOW::
DOUBLE: W
:
96 T5 G
72 1. 65:112 1: 50
2
cl,
0.
MAXIMUM
'MUM
OVERALL
FRAME
WIDTH
SION
DIMENSION
(I )
(IN.)
Fp
%
RM
1867 A:
wEEr N
2 oF; 5
w
r: 7
w:
p a
lcm=w
�xr fesawa wry:
w
FOR MAX.;OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW.
SIZE/PRESSURE TABLE ON THIS SHEET .48" MAX. FRAME WIDTH
INDIVIDUAL WINDOW WIDTH INDIVIDUAL:WINDOW WIDTH INDIVIDUAL WINDOW WIQT
H
_;
4"
T71
:4" MAX. 13j1/4" I 13 1/4-:
4' M.
MAX O.C.
,A2
j
4
'17
N7 N7 W V -V N7
4 AK. gs
FRAMESCREWS , w
WHERE SHOWN.AT HEAD & 3:
L.d
SIDES. SEE -FRAME ANCHOR REQUIREMENTS
w
Ir TABLE' ON SHEET 1 FOR REQUIREMENTS. (NOTE
Lu THAT WHEN JOB REQUIRED DESIGN::PRESSURE w FRAME SCREWS WHERE SHOWN
IS:OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR:: w
C2 USED AT EACH FRAME SCREW, SEE:SHEET.*5 REQUIREMENTS TABLE- ON SHEET
I FOR REQUIREMENTS.
5
FOR PART DETAIL) w
w q
En rC 2-'\
6'
61
0 0
6'
2 fm
n
w: co
INSTALLATION CUPS WHERE SHOWWAT SILL
: :
Fn w
SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1. FOR REQUIREMENTS. w
4 w w,
4- MAX.
T.
1/0
4 1Z 1 .12 1/4" MAX. zi 22
'14'1 44101
�MAX. O;C.
4
12:
MAX:4 MAX. /4 IT :: 4- MAXMAX.
O.C. 4 4- MAX-10 C. 4q
w
EXTERIOR ELEVATION: EXTERIOR ELEVATION:;
SINGLE WINDOW WITH:TRANSOM::
SIDE—BY-4SIDE WINDOW F3
CL g3i
SCALE: IDE JAMB 917.
.4' =:l'-O'- SCALE: 3/4" = V�V w
(FRAME SCREW AND::CLIP :MOUNT CONDITION) :: ::ANCHOR (FRAME SCREW MOUNT:CONDITION) cnLd
SPACING::TABLE::
IC3
ALLOWABLE:SIDE—BY—SIDE =10
MAXIMUM MAXIMUM DESIGN -C-1 cn
ALLOWABLE D :PRESSURE!: z
WINDOW SIZE/PRESSURE
w INDIVIDUAL O.C. (TRANSOM UNITS ONLY)
TABLE:: WINDOW ::SPACING:
F a-3i jMAXIMUMMAXIMUM ALLOWABLE IN
WIDTH( (IN-) -�/-35 PS , Lift y
;
OVERALL: FRAME PRESSURE w w
�%,
w
FRAME HEIGHT a.PSF)
WIDTH I DIMENSION
a
DIMENSION
(IN.)
a
w
TRIPLE WINDOW.
w: �109
DOUBLE WINDOW. w:
96 72 .35
DRAWING NO.
72 651/2 50 1867 17:
SHFfT NO.w
w r w
w
w a
a a
FIN FASTENER PER FRAME
:SCREW PER
ELEVATION i i i ELEVATION
:--SUBSTRATE:BY-
SUBSTRATE SUBSTRATE BY
FRAME SCREW SEALANT BY OTHERS
SEALANT BY OTHERS OTHERS PER
OTHERS PER OTHERS PER
GE: "FRAME ANCHOR
BEHIND NAIL Fig PER ELEVATIONT! BEHIND FRAME FLAN
*FRAME ANCHOR: -FRAME ANCHOR
a
REQUIREMENTSREQUIREMENTS
Ul K.,Z�. �
REQUIREMENTS
REMENTS
Ig
E" TABLE°
E I
R
TABLr
1/4" MAX. 1/4' MAX.�SHIM
1/4"'MAX. SHIM
AT EACH ANCHOR
SPACE • AT EACH ANCHO�a-_
0 ❑
SEALANT BY---2r=—j SEALANT BY ❑u :SENLAN,
:OTHERS :OTHERS
:OTHERS
m
'E 2 1
S2
SPACE WITH --SEAL SPACE WITH EXTERIOR SEAL SPACE WITH
SEAL
LOW EXPANSION LOW EXPANSION
LOW EXPANSION
EXTERIOR
4 FOAM AROUND 4 FOAM AROUND
FOAM AROUND
PERIMETER'OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF
WINDOW FRAME WINDOW FRAME: WINDOW:FRAME
SECTION at q;
SECTION ALTERNATE SECTION
0
SCALE; 3/4:FULL 4 SCALE: 3/4:FULL N�: SCALE: 1/2 FULU-
(NAIL FIN:: MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE).::
EXTERIOR IL
0
SEAL SPACE
SEAL SPACE WITH WITH �E
LOW EXPANSION LOW EXPANSION
:FOAM AROUND i FOAM AROUND
SHIM AS REO a.TO
I ERIMETER OF PERIMETER OF
'PI
WINDOW FRAM SUPPORT &ALIGN
WINDOW FRAME g�
WINDOW
INSTALLATION lz
rn
SEALANT BY
r-lo c
SEALANT BY
OTHERS tzn
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z
SPACEto
MAX. 3/16".' SHIM SPACE
TO
SHIM::AS RbQ'D
THICK 31
SUPP RT:& AL X ul
F-
.0 LONG SHIM:
CIS
SUBSTRATE 10( Z
INSTALLATION CLIP SCREW OtR
SUBSTRATE OTHERS
.-E ... AT EACH CUP
WINUUo
�':: .
SEALANT BY'OTHERS—/ By U)
0
:OTHERS PER:
BEHIND NAIL::FIN : �o PER:"FRAME ANCHOR i",FRAME ANCHOR REQUIREMENTS
:"FRAME ANQ R
FIN FASTENER PER REQUIREMENTS ou�i as
R IREMENTS TABLE- TABLE7.(2 PER:CLIP).
REQUIREMENTS
ELEVATION .q
TABLE"' SECTION a p
82
% t4:
SECTION SCALE. 3/4 FULL IT)
- ::: LL d•UA
cj 44 M
SCALE. 3/4:FULL -ffi4 Q0 i 0 ;��l-A
(INSTALLATION CLIP MOUNT::CONDITION).
(NAIL FIN:MOUNT)
0:a
6: �Z-FO Z_
Z: Ift Z'
r w
�4f *lp
1867 : A.
SHEET NO.
5
4. OF
IN
7
w
w
w
w
q q
a
1/4' MAX.
1/4' MAX, HIM
FRAME:WIOTH—: --�—:FRAME HEIGHT 1/4" MAX. SHIM
AT EACH ANCHOR:
nm aur
—4
SPACE:
FRAME HEIGHT
q AT EACI-f-ANCHOR
SEAL SPACE WITH —SEAL SPACE WITH
SUBSTRATE BY- SUBSTRATE BY LOW EXPANSION LOW!EXPANSION ------
:: SUBSTRATE BY
OTHER. SEAL SPACE WITH OTHERS i PER FOAM AROUND OTHERS PER -OUND
"FRAME ANCHOR *FRAME:ANCHOR 'FRAME ANCHOR i4
LOW EXPANSION PEPWtTER OF
REQUIREMENTS FOAM AROUND REQUIREMENTS WINDOW FRAMEWINDOW FRAME w
REQUIREMENTS
TABLE
PERIMETER OF TABLE" TABLE"
0� WINDOW::FRAME:: 4
FIN PASTENER---! i -
FILLER hiAM FILLER
PEVELEVATION
..FRAME SCREW : FRAME SCREW
PER:ELEVATION
PER ELEVATION
SEALANT BYDL
-----
OTHERSSEALA*NT � w
wo a
BEHIND NAIL OTHERS BEHIND
w
FINFRAME FLANGE
w w:
SEA T
LAN BY SEALANT BY
:
OTHERS C
:OTHERS
EXTERIORSEALANT BY
7
OTHERS
EXTERIOR 0
SECTION SECTION :w:
SCALE: 3/4 FULL SCALE. 5 ALTERNATE SECTION',,c2
(NA (FRAME SCREW:MOUNT CONDITION) SCALE.:1/2 FULL
(NAL FIN MOUNT)
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
p w
z
CONTINUOUS WOOD MEMBER LESS 0.604: 1-020 z
IN THICKNESS THAN A 2X- BUCK
EP (NOT: w z
WHEN SHIM SPACE 0
D
REQUIRED W SUBSTRATE BY:OTHERS 0.225,
TO*BE MIN. 3 1/2- DE
PER "FRAME ANCHOR :7 LENGTH = Z.000'
m w WITHIN ALLOWABLE DIMENSIONS:
REQUIREMENTS;:TABLE"
SHOWN IN SECTIONS). 0 2.485�
:3. 00 E FILLER
FRA
(D
(RIGID PVC) zcO
0 w
NOTE THAT WHEN
JOB REQUIRED:: W
;5
0.500 (
w w 0.059T: .05:T DESIGN PRESSURE
S LANBY Li It OVER +/4k A
EA a a
En
OTHERST FRAMt FLANGE FRAME FLANGE
(RIGID:PVC) '( 1.325
RIGID PVC) FRAME FILLER:MUST:: ow
BE USED AT:EACH
wr 0.060
FRAME SCREW U)
w
0 0
-T-
FRAME SCREW PER 0.293 Ln
4 ELEVATION & FRAME 3 INSTALLATION CLIP Illff/��� :: Nov
FRAME FILLER. :ANCHOR REQUIREMENTS
TABLE:"
.(RIGID PVC 0
i : .
,OPTIONALDIRECT- MOUNT DETAIL
u.AN 5%
TO o.::
'SUBSTRATE WITH SPACER
12 i 0 iA
I� Cali
.-w
(HEAD SECTION SHOWN;:SIDES ARE INSTALLED THE SAME' co
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL):
(FOR:DETAIL NOT SHOWN, SEE OTHER SECTIONS)
a m
0:0,01, o%%%
-151=0 No.
1867: A
SHEEP N0-
w
OF i 5
w
w
w
w
q
w