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FL# FL2646-R8
Application Type Affirmation
Code Version 2014
Application Status pproved
too-
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St. '1
Pella,IA 50219 `•.ya�
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval@pella.com
Technical Representative Joseph Hayden
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-6096
jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pelia.com
Category rlor Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By James L.Buckner,P.E.at CBUCK Engineering
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 101/I.S.2/NAFS-02 2002
AAMA 101/I.S.2-97 1997
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
iI 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
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquOAT9TZVWgs... 8/5/2015
Florida Building Code Online Page 2 of 3
`.?Yes ;. No ()N/A
Product Approval Method Method 1 Option A
Date Submitted 01/16/2015
Date Validated 01/16/2015
Date Pending FBC Approval
Date Approved 01/21/2015
Summary of Products
FL# Model,Number or Name Description
2646.1 Series 10/20/25 Sliding Glass Door Vinyl 2-Panel"OX"Sliding Glass Door(96"x 96")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL2646_R8 C_CAC CCL,For Pelf 7-al-12.j --LJ-96:1.p f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/26/2016
Design Pressure:+25/-25 Installation Instructions
Other:Configurations of glass shall conform to the current FL2646 R8 II Drawing 1248.pdf
ASTM E1300 standard&be safety glazed per IBC section Verified By: Warren Schaefer, P.E.44135
2406 for use in hazardous locations. Created by Independent Third Party:Yes
Evaluation Reports
FL2646 R8 AE Dratvino 1248.pdf
Created by Independent Third Party: Yes
2646.2 Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixed"0"Door(Sidelite,34-15/16"x
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL2646 R8 C CAC CCL.....for 86-1-12 411-H-960
Approved for use outside HVHZ:Yes 36x82.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 03/26/2016
Other:Configurations of glass shall conform to the current Installation Instructions
ASTM E1300 standard&be safety glazed per IBC section FL2646 R8 II Drawing 1248.pdf
2406 for use in hazardous locations. Verified By: Warren Schaefer,P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL2646 R8 AF Drawing 1.248.pdf
Created by Independent Third Party: Yes
2646.3 Series 10/20/25 Sliding Glass Door Vinyl 2-Panel"OX"Sliding Glass Door(72"x 82")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL2646 R8 C CAC CCL-35.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/05/2015
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL2646 R8 II Drawing 1248.pdf
ASTM E1300 standard&be safety glazed per IBC section Verified By: Warren Schaefer,P.E.44135
2406 for use in hazardous locations. Created by Independent Third Party: Yes
Evaluation Reports
FL2646 R8 AE Drawing 1248.pdf
Created by Independent Third Party: Yes
2646.4 Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixed"0"Door(Sidelite,47-1/2"x
95-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL2646 R8 C CAC CCL for Pella 8-1-12 411-H-960
Approved for use outside HVHZ:Yes 48x96.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +25/-25 03/26/2016
Other:Configurations of glass shall conform to the current Installation Instructions
ASTM E1300 standard&be safety glazed per IBC section FL2646 R8 II Drawing 1248.0
2406 for use in hazardous locations. Verified By: Warren Schaefer, P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL2646 R8 AE Drawing 1.248.gdf
Created by Independent Third Party:Yes
—k Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquOAT9TZVWgs... 8/5/2015
iHES DRAWINGS AR A PLIGDLE ONLY i0 THE P ODUCT OMWN BY: CXSNED BY:
PrTIeIED.THEY MAY NOT BE USED FOR THE ASSEMBLY CpS
AND/Ofl INSTALU110N OF NN OTHER PRODUCT NDR MAY plpT; —0/m
THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL 1-IB o9/oT/nl
OF ANY PRODUCT NOi PRODUCED BY THE MANUFACTURER
STATED ON 1HESE OAAWINC9.
FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET a
Al 2., 4., MAX. 19" MAX.�J A2 3L 1,4„1,4„7 V 19” MAX._ _I r
3 Tl IT O.C. I 3 �—� O.C. —1I 4' MAX.
�— MA, Gj
f
—}— fie
_ FIN ANCHOR WITHIN 4" s
V OF CORNERS & 8" MAX. N a g
O.C. SEE "FRAME V1 FRAME SCREWS WHERE SHOWN.
- ANCHOR REQUIREMENTS = SEE "FRAME ANCHOR
0 TABLE" ON SHEET 2 I o REQUIREMENTS TABLE" ON SHEET
J FOR REQUIREMENTS. ,,,
2 FOR REQUIREMENTS.
m m
F SIMILAR' SIMILAR F SIMILAR& Ir
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THIS LOCATION SUCH THAT M, SUBSTRATE. SEE "FRAME S
THERE ARE A TOTAL OF 5 ANCHOR REQUIREMENTSw
POSITIONED AS SHOWN. SEE TABLE" ON SHEET 2 FOR z
L` "FRAME ANCHOR SCREW REQUIREMENTS.
REQUIREMENTS TABLE" ON ' 0 4
ix
IIMILAR E SHEET 2 FOR REQUIREMENTS. E2 i
Of 31 / ii 3 o
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¢�
4" MAX. Zv�q
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EXTERIOR ELEVATION: �- Waw
CTERIOR ELEVATION: N d
SLIDING DOOR ALLOWABLE PRESSURE TABLE O ��I
SLIDING DOOR a MAI
SCALE: 3/4" = 1'-0" (2-PANEL SLIDING DOORS) SCALE: 3/4" = 1'-0" F RG
GENERAL NOTES: (NAIL FIN MOUNT CONDITION) MAX. MAX. ALLOWABLE RAME SCREW MOUNT CONDI L U�o �
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL FRA, PRESSURE W J)
SHALL BE BEYOND WALL FINISH OR STUCCO. U
2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS H TH POSME NE i 3 U
To THE sTRUCTURF 82" 72" 35 PSF 35 PSF THRESHOLD NOTE: 0 3°�
3. THESE NON-IMPACT RATED OCR SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS
OF THE FLORIDA
ING CODE(FeC). 25 1 M PSF WEEP
IN
4. AL ANCHORS
OSONCAUNED DOOR
FRAME
PRESSURRESSURE TR TED BUCKS
ALS IN THE WOOD
OOD�ING SHALL BE CAPABLE OF EQUIREDLBY APPLICABLE QUALES SHALL BE ITY ASSURANCE
AS `` P�*�� �'�' a
5. MATERIALS,INCLUDING BUf NOT LIMBED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR �G '• '••�/ �i Pill
MATERIALS SWILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. � P • •�• ••�y i c `
B. TO THE BEST OF OUR KNOWLEDGE,THE DOORS SHOWN HEREIN ARE CERTIFIED&OUAUTY ASSURED BY A FLORIDA CJ 44 M u."o'.
STATE APPROVED CERTIFICATION/QA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 OO•6D C P%J= v No
FLORIDA BUILDING COMMISSION SPECIFICATIONS. DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN - ;W
ACCORDANCE WITH THE MANUFACTURER'S OUALRY ASSURANCE SPECIFICATIONS&TESTING REPORTS. ;() Q of Z w
7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOMNG APPLY:1) INSTALLATION EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/OR �•;� N�\.'
INSTALLED BTHEY ARE YALLED WITHOUT A ANYONEOTHER IRAN IA LICENING SED CONTRACTOR EXPERIENCED WITH DMIT FROM THE APPUCABLE LOCAL DOORNINSTEALLATIONS. 3))IFFTHEY CHANGESE CODE VERSION COFORMATION& IN IDERED WITH THE EVAWA ULTS FROM APPLICABLE ON WAS THAT N FORCE REPORTS. THE DA AT THE ING ���d'�•'z •tte.�j```
HAVE OCCURED TO THE PRODUCT'S CERTIFICATION DmTYS CERTIFICATE THAT CAUSE THESE INSTAUATIONS TO BE OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN `moi 6'b •'�� `v�` 3
BCOTHEOT OR LEAST INCONSISTENT
PRESSURE SPE IFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL RODUT RAS BEE14 TESTED. THE UCT,PRIOR TO STANT THAT NEW TING ADDITIONAL
COMPLIANCE WITH THE STATE,ATE,ON TTHE MANUFACTURER 'HE REFERENCED ��� RO`�`` DRAWING N. T
CONTROL FOR THE INSTALLED DOOR. SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE 1 248 C'
9.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED DOORS IS NOT PART INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WIIH THE THEN CURRENT TESTING, SHEET NO.
OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER&/OR INSTALLER. CODE AND APPLICABLE STANDARDS. 1 OF 4
Yp
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1•�6 �aB/0)/0]
FOR MAX. FRAME WIDTH FOR MAX. FRAME WIDTH
SEE PRESSURE TABLE ON THIS SHEET SEE PRESSURE TABLE ON THIS SHEET 3
D1 6" MAX. �—18" MAX._—I 1-0-2,16" MAX.
4 O.C. _I 4
1 1 4" MAX.
_ / FIN ANCHOR WITHIN 4" _ / FRAME SCREWS WHERE G
OF CORNERS & 8" MAX. N SHOWN. SEE "FRAME
O.C. SEE "FRAME 0 ANCHOR REQUIREMENTS
ANCHOR REQUIREMENTS TABLE" ON THIS SHEET
o TABLE" ON THIS SHEET o FOR REQUIREMENTS.
4 FOR REQUIREMENTS. ,
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ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: w w I ? o-o n
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED18" MAX. o=n
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE o o D.C. J �o n
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND = _ wo
TO BE EQUIVALENT TO OR STRONGER THAN THE w w I S a
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. a 0 w
w � �
FRAME ANCHOR REQUIREMENTS TABLE < < 0 4
OPENING TYPE FRAME/NAIL FIN/STRIKE TO MINIMUM MINIMUM
SIMILAR& SIMILAR& w
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. p OPPOSITE / O OPPOSITE
/ Zm
cb
(3)FRAME SCREWS o "00
MIN.2X4 WOOD FRAME OR BUCK w m
N0. 70 SMS OR WOOD SCREW I 1/4" 3/4" 4" MAX. Z w< <
(MIN.OR.3&C=0.55) o w
MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" r P'•
m zd z�7
MIN. 1/8"THK A76 STEEL N0. 10 OR.5 SELF TAP DRILL SCREV! FULL 1/2" a Q 0 wa�za
MIN. 1 " EXTERIOR ELEVATION: EXTERIOR ELEVATION: w
-90 CMU/2500 PSI CONCRETE (1) 1/4"CONCRETE SCREW 1 1/4" 2" wZ� m
SINGLE FIXED PANEL SINGLE FIXED PANEL WJ =w
SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-D" .�o o
MIN. 20 WOOD FRAME OR BUCK 11 GA.ROOFING NAIL 1 7/8" 1/2" (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) w NZ Asn
(MIN.GR. 3&G=0.55) 0 i
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MIN. 2X4 WOOD FRAME OR BUCK NO. B X 1 1/2"SMS 1 3/8" 1/2" s
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(MIN.OR. 3&G=0.55) o
MIN. 1/8"THK A36 STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ALLOWABLE PRESSURE TABLE
MIN. 1/8"THK 6063-T5 ALUM. ND. 8 OR.5 SELF TAP/DRILL SCREW FULL 1/2" (FIXED PANEL DOORS) \\11111l11(� a
STRIKE SCREWS MAX. MAX. FRAME ALLOWABLE *��J1'��/
MIN. 2%4 WOOD FRAME OR BUCK �� ............
(MIN.GR. 3&G=0.55) N0.B SMS OR WOOD SCREW t t/4" 1/2" FRAME WIDTH PRESSURE •.
HEIGHT POSITIVE NEGATIVE V 4i ?J LL
MIN. 18 GA. 33 KSI METAL STUD N0. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" y y F
MIN. 1/8"THK A36 STEEL N0. 8 GR.5 SELF TAP DRILL SCREW FULL 1/2" 81 1/2" 34 15/16" 30 PSF 33 PSF = iW ,* W ¢:Q w
MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 95 1/2" 47 1/2" 25 PSF 25 PSF ��:V H�O'Z� c] 4 rc
C-90 CMU/2500 PSI CONCRETE (1)3/16"CONCRETE SCREW 1 1/4" 2" '2 Z N Y;:•�� 3
(I)CONCRETE SCREWS SHALL BE ELCO
(2)WHEN OR HAVERA�FLAT WAS HERNWTTTHEHSCREYRIAHEAD.H�TMUSTIKB0E0A WAFFLEEHEAD R S.SCREW i� iii P\�+O\�y�``` 52480. L.
(3)FRAME SHEAR SCREWS MUST BE PAN HEAD SCREWS. OF 4
D
FIN ANCHOR PER 1/4" MAX. SHIM FRAME WIDTH
ELEVATION SUBSTRATE BY OTHERS PER "FRAME AT EACH ANCHOR Mmm I
SEALANT BY ANCHOR REQUIREMENTS TABLE" FRAME ANCHOR PER ELEVATION SEAL SPACE WITH LOW I,
EXPANSION FOAM AROUND a
OTHERS BEH PERIMETER OF WINDOW FRAME
NAIL FIN
r
3/8" MAX. SHIM
AT EACH ANCHOR
MAX.
1/4
STRIKE ANCHOR
SPACE PER ELEVATION
EXPANSION
PERIMETER
'ON F
TER 0
0
F
FOAM AROUND
p
WITH LOW SUBSTRATE BY—<..�
❑ FRAME ANCHOR---.-
SEALANT BY--� PER ELEVATION
SEALANT BY
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OTHERS SEAL SPACE
SEAL SPACE EXPANSION = OTHERS PER
[IF
WITH LOW S2 FOAM w "FRAME ANCHOR
EXPANSION = AROUND REQUIREMENTS
III FOAM PERIMETER v TABLE" EXTERIOR =�
AROUND OF WINDOW 0
PERIMETER EXTERIOR FRAME SECTION
En
OF WINDOW 0 SEALANT BY
FRAME L SECTION OTHERS (FRAME
EXTERIORSCREW MOUNT) rn
SECTION
Al m
SCALE: 1/2 FULL 3 00
m
(NAIL FIN MOUNT) q
qo �
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1 CONTINUOUS WOOD MEMBER LESS SUBSTRATE By
IN SIZE THAN A ZX- BUCK TO
OTHERS PER
MIN. 3 1/2" DEEP. NOT To III
BUCK
FRAME ANCHOR
EXTERIOR WHEN SHIM SPACE IS WITHIN REQUIREMENTS
ALLOWABLE DIMENSIONS SHOW I
N TABLE"
00
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BUTYL SEALING SECTIONS). 7 CD
WASHER REQUIRED
AT
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BY F-1 I
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FRAME ANCHOR
TABLE"
SUBSTRATE BY PER ELEVATION .............
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THEIRS PER SEC -zw to
FRAME ANCHOR _ZG-AL�. FULL 3 OPTIONAL DIRECT MOUNT DETAIL .4, co
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REQUIREMENTS .-- -;r
(FRAME SCREW MOUNT) TO SUBSTRATE WITH SPACER -:ul "t W,
TABLE" (HEAD SECTION SHOWN, SILL& SIDES ARE INSTALLED THE SAME) -3:.o - <
%�5 0
H
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) z
(SLIDING DOOR SHOWN, FIXED PANEL DOOR IS INSTALLED THE SAME)
40
"b, 10, %
WING NO. REV.
248 G
SHEEP NO.
3 OF 4
OMWN BY: CHECNEO 6Y:
FIN ANCHOR PER p
ELEVATION SUBSTRATE BY OTHERS PER "FRAME
ANCHOR REQUIREMENTS TABLE" FRAME ANCHOR PER
SEALANT BY ELEVATION 1/4" MAX. SPACE— FRAME WIDTH
OTHERS BEH
NAIL FIN
/—SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
3/8" MAX. SHIM PERIMETER OF WINDOW FRAME
AT EACH SUBSTRATE By
H ANCHOR I
1/4" MAX. OTHERS PER
SPACE "FRAME ANCHOR
.'.`_
NCHOR
REQUIREMENTS
SEALANT BY OTHERS TABLE"
SEAL SPACE
OTHERS SEALANT BY FIN ANCHOR
-
WITH LOW PER ELEVATION.
—SEAL SPACE EXPANSION =
WITH LOW =
FOAM
AROUND
EXPANSION <
FOAM PERIMETER E
AROUND z 0 OF WINDOW II SEALANT BY
PERIMETER FRAME OTHERS BEHIND
OF WINDOWEXTERIOR ffff NAIL FIN
FRAME SECTION EXTERIOR ` rD2--\
o
_
SEALANT BY poO_
(FRAME, 7_- 1/2 FlJtE_� 4OTHERS
SE T
CTION I
SCALE: 1/2 FULL 4 u) oa
(NAIL FIN MOUNT) SECTION E1 z g o 35
SCAL
1/4" MAX. SHIM FRAME WIDTH
AT EACH ANCHOR
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERIMETER OF WINDOW FRAME
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FRAME ANCHOR
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PER ELEVATION E5 V
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4 OF 4