HomeMy WebLinkAboutProduct Approval (2) BCIS Home- Log In User Registration Hot Topics t Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links f Search I
Fl rda
Product Approval
USER:Public User
3 Product Approval Menu>Product or Application Search>Application List>Application Detail I
FL# FL16812-R3
k
Application Type Affirmation
Code Version 2017 RECEIVED
Application Status Approved
JAN 2 8 2020
Comments ET. ' Co P r .. i g
Archived
Product Manufacturer PellaPainSt.
on
Address/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
P]Bortscheller@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
E:1 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 Yes @ No 0 N/A
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
FL# Model,Number or Name Description
16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.06 .07.pdf
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.E
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
16812.2 250 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.pdf
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 FL16812 113 C CAC CCL 411-H-1462.14 .15.pdf
Approved for use ide HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant 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
16812.4 250 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.pdf
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
16812.5 250 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
FL16812 R3 II Drawing 1867.pd
: p
w w
q m a
OWN ft. ICHDCXED ft]
GENERAL NOTES: w."
1. ALL FASTENERS SHALL BEIN ACCORDANCE WrrH:THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE
BASE MATERIAL SHALL)3E BEYDNO:WALL FINISH DR STUCCO.: NOTE BELOW/ANOTE:BELOW
--1
2. OPENINGS;BUCKING&BUCIONG FASTENERS MUST 0
BE PROPERLY:DESIGNED&INSTALLED TO TRANSFER
.
WIND LOADSiTO THE STRUCTURE.
I THESE NON-IMPACT RATED PRODUCT INSTALLATIONS AREAN ACCORDANCE WITH AND MELT THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). MAX.
4. ALL ANCHORS SECURING PRODUCT FRAMES TO:PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL w
BE CAPABLE:OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIALS IAINCLUDING BUT NOT LIMITEDITO STEEL SCREWS.THAT COME INTO CONTACT WITH MER
DISSIMILAR MATEItALS WALL MEET:YHE REOUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. w.
.7
FIN FASTENER::WITHIN:2*-i
B. TO THEZIS EST OF OUR KNOWLEDGE.THE:PRODUCT SHOWN HEREIN CERTIFIED&.QUAUTY:ASSURED: FRAME SCRHERE SHOWN— w
EW IN
BY A FUORICA:STATE APPROVED CERTIFICATION
Sjd0A ENTITY&:SHAU.BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4
E : AT SIDES. SEE:"FRAME ANCHOR
PEG AND nit:FLORIM DEPARTMENT OF BUSI ESS A PROFESSIONAL REGULATION SPECIFICATIONS.
REQUIRED DESIGN
E IN ACCORDANCE WITH MAX. D.C. WHEN JOB
PRODUCT ASSEMBLY IS NOT PAgT:GF THIS PRAWINGAND SHALL 8 rH THE REQUIREMENTS:TABL& ON THIS
U SHEET FOR REQUIREMENTS.
7. CERTIFICATION OF: ESE PRODUCT INSTALLATIONS SHALL:BE CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +�/35
.TH PRESSt
FOLLOWING APPLY.t):PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL: (Cl*1%
(NOTE THAT WHEN PSF; 9.!';:MAX.::D.C. WHEN REQUIRED DESIGN PRESSURE IS w
LICENSED CONTRACTOR N JOB
BUILDING DEPARTMENT; 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LIC
3)IF CHANGES HAVE OCCURRED JOB REQUIRED DESIGN
MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS : .
THIS TYPE OF:PRODUCr. TO THE
EXPERIENCED WITH INSTAULAMONS.OF PRESSURE IS �1,/-35:PSF OVER +/-35:A FRAME FILLER
PROWCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT..CAUSE.THESE INSTALLATIONS TO BE INCORRECT OR:
MUST BE USED AT EACH FRAME
rNcoNSISTENT WITH WHAT HAS:BEEN TEM. OR LESS. SEE."FRAME
8. THE LEAST DESIGN PRESSURE:SPECIFIED ETMER;IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SCREW, SEE SHEET 5 FOR:
SHALL CONTROL FOR THE INSTALLED PRODUCT. ANCHOR::REQUIREMENTS Lj:
B.THESE DRAWINGS COMFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OFTHE INSTALLED TABLE PART DETAIL)::":ON THIS SHEET 2-
PRODUCT IS:NOT PART OF IRS INSTALLATION CERTIFICATION.' THAT RESPONSIBILITY SHALL BE THAT OF YEE :: 4 v):
FOR REQUIREMENTS
MANUFACTURER&/OR:INSTALLER.
.........
C3
0
wOo
M C,
u)
Z
w w
DISTALlmom INALUATON Is IMSED:oN APPLICABLE ANCHOR STANDARDS AND/Oft 64FORVATION&RESULTS
:THE FLORIDA BUILDING CODE VOIDS
CONSIDERED MIN THE CLUSTER FASTENERS AT
FROM APPLICAME TEST REPORTS cV
qo w
EVALUATION wAS THAT IN FORCE AT,THE TIME OF THE EVALUATION, IN THE MWr..OF CODE vmmN MEETING RAIL ENDS SUCH THAT :
&=GBCEUDP[&Tg�R IN THE EVENT THAT NEW OR ADDMONAL TESTING 19 COMPLETED ON IKE
I.PRIOR TO STATING:CODE COMPLIANCE WITH THE 9M THE MANUFACTURER SlIALL THERE ARE A TOTAL OF 5 [L
CONFIRM WITH THE lNb7AUAIION EVA=TION ENGINEER OF RECORD THAT THE WALLATIONS SPECIFIED
POSITIONED AS:SHOWN: SEE w T
HERE-411 ARE CURREW WM THE THEN CONDIT TESTING.COPE AND APPUCABUE,7ANWOS. Z
"FRAME:ANCHOR REQUIREMENTS 0
:
z
FRAME ANCHOR REQUIREMENTS TABLE TABLE-;ON THIS SHEET FOR
FRAME/CUP/NAIL FIN TO REQUIREMENTS.:
MINIMUM p
Z
OPENING TYPE MINIMUM
w =)
: : OPENING FASTENER TYPE I EMBED JEDGE DIST.
(SUBSTRATE)
FRAME SCREWS: w-
MIN. 2X4 WOOD FRAME OR SUCK: .4" MAX. p
: :: NO..10 SMS.OR WOOD SCREW z c S
(MIN. GR, G-0.55) 7 �l ZQD q
:NO. 10:GR. 5:SELF TAP DRILL SCREW FULL .1/2"
MIN.
18:GA. 33 KSI METAL STUD: w<
CREW FULL .1/2' ON �Q.
MIN.:1/8-THK A36 STEM ; NO. 10'GR. S:SELF TAP DRILL S EXTERIOR ELEVATION: EXTERIO'R�ELEVATION:
1/8*THK 6063�TS ALUM.:: NO. 10:GR. S:SELF TAP DRILL SCREW FULL :1/2 SINGLE WINDOW -SINGLE WINDOW
CL g'i;f
MIN.C-90 CMU OR 2500 PSI CIIIT 4"CONCRETE SCREW. 2- E. 3/4 0 SCALE. 3/,r = !'-0"
SCAL I
INSTALLATION:
IP:SCREWS
CL :(NAIL:FIN:MOUNT CONDITION). (FRAME SCREW MOUNT CONDITION)
NO. 10 SMS SCREW
MIN. 2X4 WOOD FRAME
OR BUCK: q 5,t2gej
1 1 1/2' Lcnl
GR.;3&G'--0.55) v)m 2.1
SIDE JAMB
MIN. 18:GA.33 KSI METAL STUD: :NO. 10:GR. 5iSELF TAP DRILL SCREW FULL -1/2" NOTE, FOR SINGLE
ANCHOR::
MIN.i 1/B"THK A36 STEEL 'NO. 10:GR. 5:SELF TAP/DRILL SCREW FULL :1/2' WINDOW FRAME DIMENSIONS
:
MIN. 1/8-THK 6063:=T5 AWA.Im. :NO. 10:GR. S:SELF TAP DRILL SCREW FULL SPACING TABLE
AND ALLOWABLE::DESIGN A 4
2500 PSI CONCRETE 1/4-CONCRETE SCREW I 11'r 2" MAXIMUM MAXIMUM %
PRESSURE, SEE APPLICABLE
FRAME: 0 C. q
(3)NAILING FIN FASTENERS
FLORIDA APPROVAL
WIDTH SPACING zt� Cr)
0 E43:i-
RN. 2)(4 WOOD FRAME OR BUCK 01- 0!
(MIN. GR.:3 : :: : NO. 8 SIMS SCREW (IN.)
&G=a 1 3/El 1/2' i U) i
�55)
54
-MIN, 2X4 WOOD FRAME OR BUCK
:11 Gk ROOFING NAIL: % �O
1 3/a' 1/2 o i
(IMIiN. GR.:'3 &6=6.55) 48
MIN.i1/8'THK A36 STEEL /2" 36 17
NO. 8 GR. 5 SELF TAP/DRILL:SCREW FULL ALTER ANCHOR/SUBSTRATE V*,,%'Al
MIN..1/8-THK 6063-T5 ALUM.: NO.8 GR. 5 SELF TAP/DRtLLISCREW
FULL 1/2'
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
(1)FRAME AND INSTALLATION CLIP SCREWS�.SHAU_::BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND
r DRAWING N
(2)CONCRETE SCREWS SHALL BE ELCO LIETRACONS (GS.), ELCO CRETE-wFLEX(S.S.). RW :VAY NOT BE USED FOR THE 18
WSET/RED HEAD TAIRCONS(C.S. OR:5.5.) OR HILTI:KWIK-CON 11(C.S OR S.S.). TO BE.EQUIVALENT TO.OR STRONGER THAN;THE •w 67 A
/oR I=LZ OF ANY DIM PRO=MAY
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. THEY:BE USED FOR RATIONAL AND/OR
(3)WHEN;SCREWS:ARE USED WITH iImiE NAIL FIN,THEY MUST BE A PAN::HEAD OR WAFFLE HEAD OF ANY PRODUCT NOT UCED:5Y THE MANUFACTURER
SCREW OR HAVE A FOT;WASHER:AT THE SCREW HEAD. -�5
- ------ 05C_."m INIoW DFLAWIN95, LOCAL AppRovAL 1SHEET No
w a
1 13
w
w
48! MAX. FRAME WIDTH
Al
SIDE—B�: WINDOW r.
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE
SIZE/PRESSURE TABLE ON THIS SHEET
2 :CLUSTER FI
2" Al ::SCREWS ATN MULLIONFASTENER ENDS
:SUCH THAT THERE;ARE A
6 2 *TOTAL-OF 3*.POSITIONED AS
SHOWN. SEE "FRAME
q w
::ANCHOR REQUIREMENTS
:TABLE' ON SHEET:I FOR
:
CLUSTER FIN FASTENER CREWS AT MULLION j SCREW REQUIREMENTS
ENDS SUCH;THAT.THERE ARE A TOTAL OF 3 ARE NOT ANOT TOFfNG ANAILS
POSITIONED AS SHOWN. SEE 'FRAME ANCHOR:
vo)
uj :MUUJON
u.,u.j REQUIREMENTS TABUE� ON SHEET::1 FOR: END CLUSTERS)
cLCi Cl SCREW REQUIREMENTS. (NOTE THAT ROOFING: CLUSTER FIN FASTENERS
NAILS ARE NOT APPLICABLE AT MULLIOWEND:
ow= 5
: . .. . .. .AT MEETING:RAIL ENDS
A . . . .. 2- 0 r.,o,
m CLUSTERS) SUCH THAT THERE:ARE A
0
w -TOTAL OF 5.POSITIONED AS o
5
:SHOWN. SEE 'FRAME
m z
o :ANCHOR REQUIREMENTS 3.
:TABLE' ON SHEET:1 FOR
a3 FIN FASTENER:WITHIN::2" OF CORNERS
uj I
9 FASTENERS AT :REQUIREMENTS.
CLUSTER FIN
MEETING RA cj
w 2� MAX.:O.C. WHEN JOB REQUIRED DESIGN IL ENDS SUCH:THAT IR
4: 1/2 THERE ARE ��:!
T.
> A TOTAL OF 5:
PRESSURE IS OVER +/-35PSF; 9' MAX. D.C. -
I :. I� P09MONED AS SHOWN. SEE
RI —35
w WHEN JOB REQUIRED:DESIGN PRESSURE::IS +/ FIN FASTENER WITHIN 2"
FRAME ANCHOR REQUIREMENR� :i 0
!�OF CORNERS & a
TABLE" ON SHEET I:FOR IR -7
PSF "FRAME; REQUIREMENTS
OR LESS TABLE" ON SHEET 1 FOR
REQUIREMENTS :9" MAX. O.C. SEL "FRAME
U ,R UjREMFNTS.
IEQ
ANCHOR REQUIREMENTS Si
TABLE' ON SHEET I FOR
REQUIREMENTS.
. . . . . .. . . J
z coo
EXTERIOR ELEVATION: z_
SIDE—BY--�SIDE WINDOW:::: 5 Ll
EXTERIOR ELEVATION: 6-�
SCALE. 3/4' l'—O*:
Hit
SINGLE WINDOW WITH=TRANSOM:
(NAIL FIN MOUNT CONDITION) ow
SCALE: 3/4 = VL:-O"
(NAIL FIN MOUNT CONDITION Y:
—BY--�-SIDE
to c.>=)
ALLOWABLE. SIDE - 4
w p p c EnCn
o
SIZE/PRESSURE;:WINDOW
w w TABLE GN PRESSURE w w nim a
ALLOWABLE
(TRANSOM UNITS ON
MAXIMUM ]ALLOWABLE DESIGN
LY)
MAXIMUM:
PRESSURE'
OVERALL FRAME +/-35 PSF
v,:
�FRAME HEIGHT PSF)
nn
WIDTH DIMENSION 1,
F
ri A14 co
DIMENSION (IN.)
0
(IN.) 4c 12
WINDOW: 0:
TRIPLE a
0
�6
109 35
z
DOUBLE WINDOW.
w 96 1 !72 35 w p
w 72 65 1/2:1 50
1867 i I Ai
SHEU NO.
w w w w 2 Or
: CLUSTERS
-T
m a
,.,. ten•
FOR MAX. OVERALL FRAME WIDTH,:SEE SIDE-BY-SIDE WINDOW
SIZE/PRESSURE:TABLE ON THIS SPIFFY 48' MAX. FRAME WIDTH S
INDIVIDUAL WINDOW WIDTH INDMDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTHFT JTT
3• 3" 4`MAX.
_ 13 1/4;. 13 1/4" 13 1/4'
t�AX. 4":MAX. Q
MAX. O.G. MAX. O:C. MAX. O.C. A2
4 i 3": �..
4" MAX.
j FRAME:SCREWS WHERE SHOWN AT HEAD &' 3"
SIDES.:SEE "FRAME:ANCHOR REQUIREMENTS
TABLE" ON SHEET 1:'FOR REQUIREMENTS. (NOTE': / x
THAT WHEN JOB REQUIRED DESIGN:PRESSURE FRAME SCREWS WHERE SHOWN
N C2 IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR W
CL USED AT EACH:FRAME SCREW, SEE.SHEET 5 REQUIREMENTS TABLE" ON SHEET
w= 5 v I FOR PART DETAIL) I 1 FOR REQUIREMENTS p:f 2 z
W'N6 / I S 0 J Fl�c1�0:
:/i 1 � 6�� � O ��Do_
'o a
i� INSTALLATION;CUPS WHERE SHOWN AT SILL Z
a SEE "FRAMEANCHOR REQUIREMENTS TABLE" ON z
SHEET.1 FOR REQUIREMENTS.
4
--- 4" MAX. /
�JI 12 1/4 12 1/4" 72 1/4" 4" /__ zco
4 MAX. :I 4" MAX. vZ-i o
MAX; O.C.' 4 4': 4' 4" MAX. O.C. 4" 4" 4 4 MAX. 0 C. W�? m
EXTERIOR EXTERIOR ELEVA�QN:
EXTERIOR ELEVATION: z-¢p
SIDE—BYSIDE—BY—S�DE���pO�WINDOW
SINGLE WINDOW WITH TRANSOM :TRANSOM': S Z --.d"
v� wg �7.
SCALE JA
3/4"= 1'-O" SIDE MB; :SCALE: 3/4 7'-0" �±+ �° o�q:
.:(FRAME SCREW AND CLIP MOUNT:CONDITION) , ANCHOR (FRAME SCREW MOUNT CONDITION) �Z
SPACING:TABLE o
ALLOWABLE SIDE—BY—SIDEWing
WINDOW SIZE PRESSURE MAXIMUM MAXIMUM ALLOWABLE DESIGN PRESSURE'
JNDIVIDUAL O.C:: (TRANSOM UNITS ONLY) o 9 a
:TABLE WINDOW :SPACING o3c�
MAXIMUM MAXIMUM ALLOWA9LE WIDTH (IN,) + -35 PSP ```�� � �` �I
OVERALL FRAME PRESSURE (IN'".) ���� .N""'••o,'��YI W
FRAME HEIGHT (+/- PSF) 481 13.: ZP •�•t�
WIDTH DIMENSION +V �`�
36: 17:: t;: r O Wit: MIA
- DIMENSION IN. � m �* � s' �
( ):
TRIPLE WINDOW �y� zy 3o
109 63 35 �i�'66M iip(Il�;`s <a
DOUBLE WIN D0 W ntrn��``
96 72 : 35::
72 1 65 1/2 50::
1867 : A:
IF
' SNEEf N0:
3 of 5
a
m
w q
w w
p w
FRAME:SCREW PER
FIN:FASTENER PER
ELEVATION ELEVATION
SUBSTRATE BY. SUBSTRATE BY SUBSTRATE BY
OTHERSiPER FRAM SEALANT BY OTHERS--L\
SEALANT BY OTHERS E SCREW OTHERS PER OTHERS PER
BEHIND:NAIL FIN "FRAME'ANCHOR P ELEVATION BEHIND.FRAME FLANGE:\ "FRAME ANCHOR A
�R E "FRAME ANCHOR
AN
EME REQUIREMENTS
Si
�EQUIREME
TABLE" TABLE'
REQUIREMENTS
SHIM
'M
/4" MAX. MA
Cli
AT EACH ANCHOR:
SPACE AT EA �NCHOR,'j 2i
SEALANT BY,
o
SEALANTsEALANT�py [3=
OTHERS OTHERS OTHERS
2: 1
:EE
uj 2
SEAL SPACE WITH SEAL SPACE::WITH SEAL SPACE WITH
LOW EXPANSION
LOW EXPANSION LOW EXPANSION
4 4 :w
FOAM AROUND: FOAM AROUND FOAM AROUND
PERIMETER OF PERIMETER OF
cl :
FEXTERIOR FRAME FILLER PERIMETER OF FRAME FILLER
WINDOW FRAME WINDOW FRAME WINDOW::FRAME
z
SECTION ALTERNATE SECTION w
SECTION :w : I I w
rA-I'\ ]m� :: C>
SckE-, 3/4:FULL !E q 0 C,
SCALE- 3/4.FULL SCALE: 1/2 FULL
(L.
z
(NAIL FIN:: MOUNT): (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE)
w 0g
Wow
EXTERIOR 1L.
fEXTERIORI
SEAL SPACE WITH SEAL.SPACE wrr� 0
LOW:EXPANSION LOW EXPANSION i w
z Es
FOAM AROUND FOAM AROUND
PERIMETER;OF
$HIM: REQ TO : : =1
SUPP T & GN PERIMETER OF
WINDOW FRAME
WINDOW FRAME
WIND
INSTALLATION zo co
U)
SEALANT-BY CUP re CP
SEALANT BY. 7111 0
OTHERS
OTHERS
Z6 g
Z3
1/4' MAX.
SPACE
MAX, 3/16" SHIM SPACE
BE"
SHIM AS:REO'D TO
SUPPORT ALIGN THICK X 3" q w z
LONG SHIM mj
AT EACH CLIP
wr Pl "n
S By OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTAL�ATION:CLIP SCREW'PER
0
BEHIND NAIL FIN: OTHERS PER �E L)
PER "FRAME ANCHOR ".FRAME ANCHOR REQUIREMENTS
"FRAME ANCHOR:: �i
FIN FASTENER PER REQUIREMENTS TABLE' TABLE" (2 PER CLIP).
REQUIREMENTS 46
ELEVATION TABLE"
SECTION
SECTION SCALE:. 3/*FULL \,LJ Lo o
cj .44
SCALE: 3/4.FULL. -40 01 A
(!NSTALLATION CUP MOUNT:p CONDITION) —co cc
5 1! 4*
(.NAIL FIN MOUNT)
DRAWING NO
p 1867
p p m
SHEET NO.
4 OF 5
a a
'1/4" MAX. 1`f4" MAX.SHIM ' FRAME HEIGHT
FRAME WIDTH— AT.EACH ANCHOR: 1/4" MAX. SHIM -a mroVta
SPACE FRAME HEIGHT
AT EACH:ANCHOR
SEAL SPACE WITH SEAL SPACE WITH: S
SUBSTRATE DY ; '.' SUBSTRATEBY :: LOW EXPANSION SUBSTRATE BY LOW:EXPANSION
OTHERS PER SEAL SPACE WITH OTHERS PER: FOAM AROUND OTHERS PER FOAWAROUND S
"FRAME ANCHOR '.:. i LOW EXPANSION 'FRAME ANCHOR p PERIMETER OF "FRAME:ANCHOR PERIMETER OF
REQUIREMENTS :FOAM AROUND REQUIREMENTS WINDOW;ERAME REQUIREMENTS WINDOW FRAME z
TABLE" :: :PERIMETER OF TABLE': TABLE':
WINDOW FRAME 4 4
FIN;FASTENER dol FRAME FILLER (D�: FRAME FILLER b
PER ELEVATION FRAME:SCREW �LJ� FRAME ELEVATION Q
�1, PER ELEVATION y
SEALANT.by-----
SEALANT:.... :.:: a a
OTHERS:: SEALANT DY
BEHIND NAIL OTHERS:BEHIND
FIN FRAME FLANGE
SEALANT DY SEALANT BY
OTHERS EXTERIOR (27 -� OTHERS EXTERIOR
SEALANT BY <;
OTHERz
S ERIOR %'�` rn
EXT
�
SECTION Cl SECTION c2' o
O o N
SCALE: 3/4 FULL 5 SCALE: 3/4 FULL 5 ALTERNATE SECTION G2 Z z s N
F SCALE::1/2 FULL 5 3 fO
(NAIL FIN MOUNT) (FRAME SCREW.MOUNT CONDITION): S�:
(FRAME SCREW MOUNT CONDITION WITH FLANGE) eq,-:
EL
EL�
.0.375: z
: I 1.020
CONTINUOUS WOOD MEMBER LESS 0.604:�I
z
IN THICKNESS THAN A 2X_ BUCK 0.500 z
ED
TO BE MIN. 3 1/2 DEEP (N07 SUBSTRATE BY OTHERS
REQUIRED WHEN SHIM.SPACE f5 PER "FRAME ANCHOR O 225..
WITH]N'ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" LENGTH 3.000"
SHOW( IN SECTIONS 0:604 485 3 000
) --{ O FRAME FILLER z �o
.2•.° - -7—D (RIGID PVC) u) zco
a,Bso 1: 1
T (NOTE THAT WHEN ma?
1— I 0.500, JOB REQUIRED: z"
0.059 J 0.059 '' DESIGN PRESSURE S K
SEALANT BY C� CI O._,.._ FLANGE O pReuc FLANGE: IS OVER +/-35 Ad��;:
FRAME
OTHERS (RIGID:PVC); (RIGID PVC) ;; FRAME FILLER;MUST;
1,325rr BE USED AT EACH w �� n'
EXTERIOR 0,060 FRAME SCREW) o �F
-f'— TJ
D FRAME SCREW PER 0.293-i T N z�s
i 4 ELEVATION & "FRAME ; OINSTALLATION CLIP 111111111// :: _ R z d ;
FRAME FILLER TABLE" REQUIREMENTS: (RIGID PVC) xQ H��� �3
OPTIONAL DIRECT MOUNT DETAIL `���•'�1 co
.`�' o, a
TO SUBSTRATE WITH SPACER -" �
(HEAD SECTION SHOWN;:SIDES ARE:INSTALLED THE SAME)
J
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) Z � Z =y
(FOR DETAIL NOT SHOWN;SEE OTHER;SECTIONS)
'',�66�M11�P�O��•; � a
N.
1867 A
SHEEP N0.
5 OF 5
i