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Product Approval Menu>Product or Application Search>Application List>Application Detail /3
FL# FL20146-R1 O]`
Application Type CMD
Code Version
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer �Corporlt.
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641) 621-6096
pellaproductapproval@pella.com
Authorized Signature Russ Van Norden
vannordenrl@pella.com
Technical Representative And Breuer
P Y
Address/Phone/Email 102 Main Street
Pella IA 50219
(641)621-6633
breuerab@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E.,Lunn, PE
s Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
AAMA/WDMA/CSA 101/I.S.2/A440-17 2017
i
Equivalence ofjProduct Standards
Certified By
Product Approval Method Method 1 Option A
' Date Submitted 09/25/2019
Date Validated 09/25/2019
Date Pending FBC Approval
Date Approved 10/02/2019
Summary of Pioducts
FL# Model,Number or Name Description
20146.1 250 Series Vinyl Sliding Patio Door 95.5"x 95.5" OX or XO Sliding Patio Door with joined &
screwed together frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 Rl C CAC 411-H-1503.9 10.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/22/2029
Design Pressure: +30/-30 Installation Instructions
Other: Glass shall conform to the current ASTM E1300 FL20146 Rl II Drawing 1961 Rev A1-pd
standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL20146 R1 AE Drawing 1961 Rev Al.p-df
Created by Independent Third Party: Yes
20146.2 250 Series Vinyl Sliding Patio Door 95.5"x 95.5"OX or XO Sliding Patio Door with mitered &
welded frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 R1 C CAC 411-H-1503.1 2.pd
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/17/2029
Design Pressure: +35/-35 Installation Instructions
Other: Glass shall conform to the current ASTM E1300 FL20146 RI II Drawing 1961 Rev Al.pdf
standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL20146 Rl AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party: Yes
20146.3 250 Series Vinyl Sliding Patio Door 95.5"x 81.5"OX or XO Sliding Patio Door with mitered &
welded frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 RI C CAC 411-H-1503.17 18.pdf
Approved for us ide HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resists : No _ 05/17/2029
Design Pressure: + 40 Installation Instructions
Other: Glass shall conform to the current ASTM E1300 FL20146 RI II Drawing 1961 Rev Al.pdf
standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL20146 RI AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party: Yes
20146.4 250 Series Vinyl Sliding Patio Door 95.5"x 81.5"OX or XO Sliding Patio Door with joined &
screwed frame corners
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20146 R1 C CAC 411-H-1503.25 26.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/22/2029
Design Pressure: +45/-45 Installation Instructions
Other: Glass shall conform to the current ASTM E1300 FL20146 Rt II Drawing 1961 Rev Al.pdf
standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL20146 RI AE Drawing 1961 Rev Al.pdf
Created by Independent Third Party:Yes
20146.5 250 Series Vinyl Sliding Patio Door 47.5"x 95.5" Fixed Panel Door
Limits of Usei Certification Agency Certificate
Approved for use in HVHZ: No FL20146 Rl C CAC 411-H-1504.01 08.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2029
Design Pressure: +50/-50 Installation Instructions
Other: Glassshall conform to the current ASTM E1300 FL20146 R1 II Drawing 1961 Rev Al.p�f
standard and shall be safety glazed. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
GF►�ERei NOTES: :MAX. FRAMEWIDTH'2' BMW OIen
1Lws rrs
t. ALL FASTENERS_SHALL 8E IN ACCORDANCE WDH THESE DRAWINGS SPECIFIED ANCHOR DARED � � 47:1/ �.
TO HOSE MATERIAL SHSL:BE BEYOND WALL FlNISH:OR STUCCO. .47 1 2 MAX: FRAME WIDTH +• mtlsnn
2 OPENM:BUCWNG&BUCKING FASTENERS MUST BE PROPERLY'DESIGNED&INSTALLED 70 / 4" MAX, 20' MAX. D.C.,' 4".MAX,
TRANSFER WIND LOADS:TO THE:PRODUCT IN .. NAIL:FIN I A7 I A52�
3, THESE HON-WPACT RATED PRODUCT INSTALLATIONS ARE'IN ACCORDANCE WITH AND MEET THE ,
REWITEMENT5;OF THE FLORIDA Ht]ltDING CODE(F$C). 5
�{, ALL ANCHORS SECURING PRODUCT FRAMES TO:P,RESSURE TRFATED BUCKS OR WOOD FRAMING
SINNL:HE CAPABLE OF RESISTBNC CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS-IN
THE WOOD.
S. MATERIALS,INCLUDING BUT:NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH
DIM DISSIMILAR MATflLLA15 SHALL MEET THE RECUIRfdLENTs OF FLORIDA BUILDING LADE CHAPTER : j. I I j I NAIL FIN AND z
20. --' " : ' ( •, I ANCHORING OF:NAIL FIN
0. TO THE BEST OF OUR KNOWLEDGE,THE:PRODUCT SHOWN HEREIN IS CEFMFIED&:QUALITY: IS OPTIONAL &•SHALL
ASSURED By A FLORIDA STATE:APPROVED CERRFrkhON/DA.ENTm&SHALL BE LABELED IN FIN FASTENER WITHIN - FRAME SCREWS
ACCORDANCE WITH THE FEC AND THE FLORIDA DFPAKEMENT:OF BUSINESS&PROFESSIONAL .: 3" OF CORNERS& { :WHERE SHOWN. SEE I NOT ACT.AS A
REGUTAT"SPECIFICATIONS, PRODUCT ASSEMDLYj$NOT PART Of THIS DRAWING AND SWUL BE SUBSTITUTE FOR THE I yy
IN ACCORDANCE WITH THE MANUFACTURERS;OLNLNTY.ASSURANCE SPECIFTC.ATIONS&TESTING 4 1/2' MAX, O.C. ( °FRAME ANCHOR I FRAME ANCHORS 1
REporim SEE "FRAME,ANCHOR 0 :REQUIREMENTS
7. CERTIFICATION OF:THESE PRODUCT INSTAUXR6NS SHALL BE CONSIDERED VOID IF ANY OF:THE 113mSPECIFIED. FlN MAY BE'
POWYNING APPLY:1).PRODUCT IB INSTALLED WITHOUT A BUILDING PERMIT FROM THE'APPLICABLE REQUIREMENTS = -TABLE'ON SHEET.1 REMOVED-WHEN �
LOCAt BUILDING DEPARTMENT. 2):PRDDUCT:IS INSTALLED BY ANYONE 01HEB THAN A LICENSED w TABLE` ON THIS :FOR REQUIREMENTS: REQUIRED BY OPENING
CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE SHEET FOR: 1 .. 1 CONDITIONS
OCCURRED TO THE PRODUCrS CERTFICATWN DDTTY,'S CERTIFICATE THAT CAUSE THESE REQUIREMENTS. (16"MAX.
INSTALLATIONS. HE INCORRECT OR INCONStSTFM WTIH WHAT}ilS:BEEN TESTED.
H THE LEAST DESIGN PRESSURE,SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS. O.G.
CER
0.THESE DRAWINGS GERM THE PRODUCT:INSTALtAION ONLY. WATER PROOFING OF THE I I MAY:INCREASE TO
TIFICATION:SHALL CONTROL FOR THE INSTALLED PRODUCT,
INSTALLED PRODUCT IS NOT PART:OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILFIY tv OPPOSITE iv I OPPOSITE I 2Z" O.C. WHEN 0
SFMLL HE THAT OF THE MANUFACTURER&fiNR INSTALLER. $ $1 2 2 FRAME WIDTH IS 367, a 2"
INSTAUATION EVALUATION IS:BASED ON APPLICABLE ANCHOR STANDARDS MND/OR INFORMATION 5 5 OR LESS. ^I o:
&RESULTS:FROM APPLICABLE TEST REPORTS, THE FLORIDA BUILDING CODE VERSION m - I 1 �w
CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN -
THE EVENT:OF CODE VERSION CHANGES/UPOATES:OR IN THE EVENT THAT NEW OR ADDITIONAL CLTESTING
WITH THE srAATTEP OON THE RPRODUCT.FEININCED
THEMANUFACTUER SHALL CONFIM WRH THE INSTALLATION EVDE ALUATION { 1 z
ENGINEER:OF RECORD THAT:THE INSTALLATIONS SPECIFIED,HERE-IN ARE CURRENT WITH THE
THEN CURRENT TESTING,CODE AND APPUCABLE.$WMADS, w
0.
5":MAX. ..
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE S gal
WITH THEIR APPLICABLE:STANDARDS)•AND ARE FOUND EXTERIOR:ELEVATION:
TO BE:EQUIVALENT TO OR STRONGER.THAN:THE " SINGLE.FIXED PANEL DOOR SINGLE FIXED PANEL DQOR
ANCHORS) USED IN TESTING WITH THIS PRODUCT. SCALE: 1/2" = 1'-D SCALE: 1/2"
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) i �o
FRAME ANCHOR REQUIREMENTS TABLE ALLOWABLE DESIGN PRESSURE z
OPENING TYPE FRAME/FIN TO OPENING FASTENER MINIMUM MINIMUM (SINGLE:F)XED PANEL DOORS ONLY) z6
(SUBSTRATE) TYRE EMBED EDGE DIST. i
'+50&50 PSF
FRAME:SCREWS PRESSURE:SHOWN IN THIS TABLE IS
MIN.2X4 WOOD FRAME OR BUCK' FOR:INSTALLATION CONDITIONS ONLY. N
(MIN. GR. 3 '& G=0.55)
NO.:10 SMS OR 140OD.SCREW 1 1/4" 3/4" THE GOVERNING DESIGN PRESSURE ON
THE.D009S SHALL BE THE LESSER OF '
MIN: 18 GA. 33 KSI ME
TAL:STUO N0. 10 GR. 5 SELF:TAP DRILL SCREW FULL 1/2" THAT SHOWN IN THE INDIVIDUAL.DOOR'S
ON. 1/8' THR A36 STEEL :: NO. 14 GR. 5 SELFTAP ORILL SCREW FULL 1/2' STATE APPROVAL OR THAT SHOWN IN ;0 �
MIN. 1 8"THK 6063-T5 ALUM NO. 10 GR. 5 SELF:TAP DRILL SCREW .FULL 1/2' THIS TABLE. h '011:34
MIN. C40-CMU OR 2500 PSI CONCRETE . (1)1/4'CONCRETE SCREW 1 1/4" 24:
(2)NAILING FIN FASTENERS K`�Q::''•
MIR.:2X4 WOOD FRAME OR BUCK: U o
NO. 8 SMS SCREW co a.
'(MIN. GR. 3:&:G=0.55) ? 1/2' 1/2' aw X "10:
MIN. 2X4 WOOD FRAME OR:BUCK: 1NSTALIATION_Not* r�' � 82� Q
T 1 GA ROOFING NAIL i 5 1 2 WHEN NECESSARY INSTALLATION METHODS MAY BE
MIN.OR. 3'&;G=0.55) / /.
( 8' MIXED WITH:ANY ONE DOOR SUCH THAT I INDIVIDUAL
}AIN. 18"THK A36 STEEL NO. B GR. 5 SELF TAP/DRILL SCREW FULL : 1/2" SIDES OF THE DOOR MAY USE ONE OR THE OTHER ✓``a�j:!�" •""�� 4;
MIN: 1/8 THK 6063-T5 ALUM: NO. B:GR. 5 SELF TAP/DRILL SCREW :!FULL 1/2' ANCHOR METHOD:(EXAMPLE: SILL MAY USE FRAME
(1:)CONCRETE:SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), IOW SCREWS METHOD.WHILE OTHER SIDES USE FIN) �'Sltd481i44
RAMSEtfREO HEAD TAPCONS (CLS OR S.S.) OR HILTI KWIK-CON II (GLS OR S.S.). ORAIL THI MAr Nor lE usw raF TN¢AssLveLv 19611 A`
(2)WHEN SCREWS ARE:USED WITH THE NAIL FIN,:THEY MUST 6E A WAFFLE HEAD SCREW OR HAVE !AR RMAMATION OF ANY aR Qt FROtt cr MDR iNY
TOIAL AN
A FLAT WASHER AT:THE SCREW;HEAD. . ANVEPRaw�NOOR TA /er°NTI E µ
i '
. - D..W. orccxen n:
95 1/2" MAX. FRAME WIDTH
4'4-4-4- i a+ mtrsl c
95 1/2''kW. FRAME WIDTH 4" MAX.- --19" MAX. O.C. 19 MAX. O.C.— 4"MAX, k
NAIL F!N 4"4"
A1: 5 a
5
i -NAIL FIN AND
5"MAX.
CLUSTER.OF 5_/ FlN FASTENER WITHIN-/ ANCHORING OF NAIL FIN
FRAME SCREWS WHERE- IS OPTIONAL& SHALL
FRAME SCREWS AT 3" OF CORNERS & { SHOWN, SEE "FRAMEI NOT ACT AS A
INTERLOCK STILE 4 1/2" MAX: O.C. I ANCHOR REQUIREMENTS SUBSTITUTE FOR THE
�-' ENDS. SEE "FRAME SEE"FRAME ANCHOR TABLE" ON SHEET 1 I FRAME ANCHORS
SPECIFIED. FIN MAY BE
_ ANCHOR REQUIREMENTS x FOR REQUIREMENTS. REMOVED WHEN
REQUIREMENTS TABLE"ON THIS bi
TABLE" ON THIS SHEET FOR I I REQUIRED BY OPENING
SHEET FOR REQUIREMENTS. ( CONDITIONS
REQUIREMENTS, (16"MAX'.
O.C.
I ( L;MAY INCREASE tr
aPposm 2 I °PPOSU I WHEN FRAME o m o
81 Bt
5 5 5 5 WIDTH IS 72" OR 0 cv o
m I I LESS, a
aZ`�cv
:3
5"MAX. €n
$
E�jERIOR ELEVATION
EXTERIOR ELEVATION: : ~
2—PANEL SLIDING WO DOOR PATIO D
SCALE: 1/2" = 1'-0" ALLOWABLE DESIGN SCALE1/ .2—PANEL SLIDING pATI0 OOR T
(NAIL FIN MOUNT) PRESSURE: : 2"= z coo
(2-PAANEL DOORS} (FRAME SCREW MOUNT) 2 goo
MAX_ MAX. ALLOWABLEt`ga
FRAME FRAME PRESSURE ir 8v o "
WIDTH HEIGHT (+/- PSF) uWi 6.4;,�Y
(IN.) (IN.) civ a.
96; 96 35 ' $
96: B2 45 s$+
PRESSURE SHOWN IN THIS TABLE .a
IS FOR INSTALLATION CONDITIONS z
ONLY. THE GOVERNING DESIGN
PRESSURE ON THE DOORS SHALLu3-.3
ir
BE THE LESSER OF THAT SHOWN AY�Ly31lt1�6Fj r
IN THE INDIVIDUAL DOOR'S STATE �a°°,c.rC�'t...••....'3��iJ W
APPROVAL OR THAT SHOWN 1N �• ,•'. r'
THIS TABLE c ;cki
" a a 3r t y Z
rPPi?;;e30.0
1961. A
. 2 4F. 5
ON.rx Of: gEdm Bte '
-
145 1/2- MAX. FRAME WIDTH r m aie
145 1/
2" MAX. FRAME WIDTH 4" 4-4-4-4- 19 MAX. 4-4-4'4"
MAX. 19" MAX. O.C. O.C. 19" MAX. O.C.— 4" MAX.
NAIL RN 4"4" .q^ 4"4'4'41 51 r 5 -
5" MAX.
7 CLUSTER OF 5 CLUSTER OF 4 FIN FASTENER WITHIN—/ FRAME SCREWS WHERE
FRAME SCREWS AT FRAME SCREWS AT 3" OF CORNERS & NAIL FIN AND SHOWN. SEE "FRAME I
INTERLOCK STILE INTEGRAL MULLION 4 MAX.1/2"' O.C. ANCHORING OF NAIL ANCHOR REQUIREMENTS
ENDS. SEE "FRAME ENDS. SEE "FRAME SEE "FRAME ANCHOR FIN IS:OPTIONAL& TABLE" ON SHEET 1
w = SHALL:NOT ACT AS A FOR REQUIREMENTS.
x ANCHOR ANCHOR REQUIREMENTS MAY INCREASE
w REQUIREMENTS REQUIREMENTS I TABLE" ON THIS w SUBSTITUTE FOR THE
TABLE" ON THIS ?ABLE' ON THIS SHEET FOR I
FRAME: TO 22" O.C. I
SHEET FOR SHEET FOR REQUIREMENTS.
I SPECIFIED. FIN MAY BE WHEN FRAME 15" MAX.
REQUIREMENTS. REQUIREMENTS. REMOVED WHEN WIDTH IS 72"OR O.C.
REQUIRED BY OPENING LESS.
CONDITIONS
OPPOSNE \ I I OPPOSNE I p p
0
O
�n 5 INTEGRAL 5 5 INTEGRAL 5 ¢ j
Q MULLION I MULLION I o z 3 N
z cg��tO
En
5" MAX. F
EXTERIOR ELEVATION: EXTERIOR ELEVATION: a
3-PANEL SLIDING PATIO DOOR 3-PANEL SLIDING PATIO DOOR
SCALE: 1/2" = 1'—O" SCALE: 1/2" = V—O"
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) z z
ALLOWABLE DESIGN PRESSURE
(3—PANEL DOORS ONLY) Z..
+35/-35 PSF ba �i
PRESSURE SHOWN IN THIS TABLE IS 0 gS
FOR INSTALLATION CONDITIONS.ONLY, c�
THE GOVERNING DESIGN PRESSURE ON F
THE DOORS SHALL BE THE LESSER OF n
THAT SHOWN IN:THE INOIVIOUAL DOOR'S
STATE APPROVAL OR THAT SHOWN IN 3c�
THIS TABLE. 0���r131T'=BE !v9 z#
.,y
26
ff/r':z;Sii' Laa3
1961: . A.
. I SHEET N0.
3 OF 5
191 1/2" MAX. FRAME WIDTH nnr. a -
NAIL FIN 4'4"4"4"j- I, 4j, l4 1414 4j- 1414141- Al I- mru/m.
CLUSTER OF 5—/ CLUSTER OF 4 FIN FASTENER WITHIN,
FRAME SCREWS AT :FRAME SCREWS AT, 3' OF CORNERS & a
!2 INTERLOCK STILE INTEGRAL MULLION 4 1/0.MAX. O.C.
w ENDS. SEE "FRAME ENDS: SEE "FRAME. SEE "F
i RAME ANCHOR. g
ANCHOR ANCHOR I REQUIREMENTS' E
EXTERIOR ELEVATION:
REQUIREMENTS REQUIREMENTS TABLE".ON THIS Y
TABLE" ON THIS: TABLE" ON THIS SHEET FOR 4—PANEL SLIDING PATIO DOOR g
SHEET FOR SHEET FOR I REQUIREMENTS. SCALE: 1/2" = 1'-0"
REQUIREMENTS. REQUIREMENTS. (NAIL FIN MOUNT)
OPPOSRE
B1 g1. o
5 INTEGRAL z
rn MULUON F w N p
g0.�oo
�ZgN
ALLOWABLE DESIGN PRESSURE z $
(4-PANEL DOORS ONLY) o a e
FIN MOUNT +/-25 PSF 'L
2" MAX. FRAME WIDTH FRAME SCREW MOUNT +/-30 PSF
191 1/2" PRESSURE SHOWN IN THIS TABLE IS
4" 4"4-4"4" 19 MAX 4-4--4-4-' 19" MAX 4W4-4- FOR INSTALLATION CONDITIONS ONLY. R
19" MAX. 0^C.�-- —__' - — 1.9" MAX. O.C. 4"MAX. THE GOVERNING DESIGN PRESSURE' R' ¢ -
' NAIL FIN O.C. O.C. A2 THE DOORS SHALL BE THE LESSER OF
THAT SHOWN IN THE INDIVIDUAL DOOR'S I
STATE APPROVAL OR THAT SHOWN IN
ca
5" MAX. ��
THIS TABLE. Z m
I 2e,
FRAME SCREWS WHERE N ba Y
NAIL FIN AND SHOWN. SEE "FRAME I N 2
ANCHORING OF NAIL ANCHOR.REQUIREMENTS
FIN IS OPTIONAL & TABLE" ON SHEET 1 5
_ SHALL NOT ACT AS A FOR REQUIREMENTS. to
SHALL
w SUBSTITUTE FOR THE I MAY INCREASE.. U
I FRAME ANCHORS TO 22" O.C. I
SPECIFIED. FIN MAY BE WHEN FRAME
REMOVED WHEN WIDTH IS 72" OR 16"
'dr REQUIRED BY OPENING LESS. I °G' EXTERIOR ELEVATION: ,`'�1F�4" d °;;_ : W
CONDITIONS I 4-PANEL SLIDING PATIO DOOR Qw: =
oPeosrtE SCALE: 1/2" = 1'-0' yry o3
vt 5
INTEGRAL 8 (FRAME SCREW MOUNT) „ g
MULLION IJ
1;4310"•
5".MAX. WEET • A.
S
1 HEEr�o.
4 op 5
ft
FIN FASTENER PER SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS ...s n.s
ELEVATION :PER FRAME ANCHOR PERFRAME ANCHOR 3/8" MAX.
SEALANT BY OTHERSREQUIREMENTS TABLE" OPTIONAL NAIL FIN REQUIREMENTS TABLE" SPACE FRAME WIDTH.—
BEHIND:NAIL FIN FRAME SCREW FRAME SCREW
tAll
PER ELEVATION ELEVATION
SUBSTRATE 8Y-j,,
PER LEVA
OTHERS PER °
"FRAME ANCHOR:'
3/8" MAX. REQUIREMENTS SEAL SPACE
MAX. SHIM AT EA. TABLE" WITH LOW
EXPANSION
SPACE :'• <'. r'.is;;:j ANCHOR FOAM AROUND
MYRAFIN
SEALANT BY poLJL�Q SEALANT O OTHERS BY p�l� PER ELEVATION ooP PERIMETER Of
WINDOW
FRAME .
a a❑ SEALANT BY
D q U OTHERS vo
SEAL SPACE c� SEAL SPACE BEHIND NAIL n
WITH LOW _ WITH LOW = FIN' °
EXTERIOR EXPANSION w EXTERIOR EXPANSION W U o
FOAM AROUND: � FOAM AROUND
SHIM AS REO'D TO PERIMETER OF PERIMETER OF
SUPPORT & ALJGN J� WINDOW WINDOW
OTHESEARS z
WINDOW O FRAME aotlj
FRAME EXLERIORppo 000Qoo� a0000SECTION e1 a o 5
SEALANT.BY o 0 o SEALANT BY I� SCALE: 3/4 FULL 3 a �' 3
OTHERS OTHERS
3/8.` MAX, :• `� 3/8" MAX. (NAIL FIN MOUNT)
SPACE SHIM AT EA. a
FRAME SCREW PER ANCHOR
ELEVATION. :SEAL FRAME SCREW PER
HOLE AND OVER _ ` ELEVATION. SEAL
SCREW HEAD AS D OVER
38" M
AX
REQUIRED.
SEALANT OTHERS
P IONAL'NAIL I HOLE AN
SUBSTRATE BY SUBSTRATE BY SCREW HEAD AS a
BEHIND NAIL FIN OTHERS PER "FRAME OTHERS PER "FRAME SHIM AT FRAME WIDTH— p
REQUIRED. EACH ANCHOR g
FIN FASTENER PER ANCHOR ANCHOR r coo
REQUIREMENTS TABLE' REQUIREMENTS TABLE" : Qo Z zw m
ELEVATION SUBSTRATE BY '
SECTION n1 SECTION A2 OTHERS PER .
SCALE: 3/4 FULL 3 SCALE: 3/4 FULL 3 "FRAME ANCHOR'' SEAL SPACE w � �"
REQUIREMENTS
WITH LOW
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) TABLE" :; EXPANSION ba� �
X05
CONTINUOUS WOOD:MEMBER LESS IN THICKNESS FRAME SCREW ool pERIMEATERUOF N z �
THAN A 2X_ BUCK TO BE MIN..3 1/2" DEEP PER ELEVATION i ° WINDOW N �5:
(NOT:REQUIRED WHEN,SHIM SPACE IS WITHIN FRAME o�
SHOWN IN SECTIONS)
SUBSTRATE'BY OTHERS - tnz gym€
ALLOWABLE DIMENSIONS
PER 'FRAME ANCHOR o
NAIL OR SCREW TO:SUBSTRATE AS REQUIRED TOL.OPTIONAL NAIN 3v d
REQUIREMENTS TABLE"
POSITION AND SECURE IN PLACE. FIN
FRAME SCREW PER Ua o ,�Q� "" `� ✓•r a
ELEVATION.& 'FRAME �e4i M
SEALANT BY ANCHOR REQUIREMENTS ,' � of Yy � o o
OTHERS po o a TABLE" 55¢ii
n a �''.i.... SEALANT BY °til �
`I OTHERS
EXTERIOR EXTERIOR 'l4 3d
SECTION Bz '';,vil-I: ``..^`
OPTIONAL;DIRECT MOUNT DETAIL SCALE: 3/4 FULL 3 rZEn;,t.la 18"
TO SUBSTRATE WITH SPACER (FRAME SCREW MOUNT)
(HEAD SEC irON SHOWN; SILL & SIDES ARE INSTALLED THE SAME): 1961
(FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) sxeEr NO.
5 oa 5: