HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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_k A!Wena>Product or App+icati Searcl;>:+c.�lica:ar.Li; >Application Detail
FL16812-
"` Application TypeA ion
Code Version 201!4
Application Status oved
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641)621-6096
peiiaproductapproval@pelia.com
Authorized Signature Joe Hayden Sandi Robinson
peliaproductapproval@pella.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category CWindowsSubcategory
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers 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
Equivalence of Product Standards
Certified By
J: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 01/30/2015
Date Validated 01/30/2015
1
htt>,://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 8/31/2015
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval
Date Approved 02/01/2015
Summary of Products
FL# Model,Number or Name I Description
16812.1 i 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
F116812 R! C CAC CCL.41.111-1'62-06 .07.p
Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 1 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current i FIA 6812 R1 _111 1867.i)df
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
16812.2 250 Series Single Hung Window 148"X 84"vinyl non-impact single window with fully
reinforced stiles&rails
Limits of Use iCertification Agency Certificate
Approved for use in HVHZ:No i PL 11812 R CAC L 4 11-H-1462.01 Zi -0,9�,
Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date
Impact Resistant:No 08/06/2021
Design Pressure:+35/-35 i Installation Instructions
Other:Configurations of glass shall conform to the current FL_3_L_,812 RLjI_IS67 -,df
ASTM E1300 standard. I Verified By: Warren W.Schaefer P.E.44135
Created by independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
16812.3
i 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully
i
reinforced stiles&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No E
L168-12 R! C CAC
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant.No 08/13/2021
Design Pressure:+50/-50 E Installation Instructions
Other:Configurations of glass shall conform to the current I FL'6812 R1 11 ^1867.or-if
ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135
I Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party:
16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully
i i reinforced stiles&rails&HP package
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:No iFL16812 RL,C CA-_,_CLj! .1 -�:146�2-1 .17. �"f
...........�L.:L — _ iL_
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 1
1 08/13/2021
Design Pressure:+50/-50 i
1 Installation Instructions
Other:Configurations of glass shall conform to the current 1 FL16.812 R1 II 18C7.pdf
ASTM E1300 standard, 1 Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party:
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 R! C CAC CCL 411-H-1=62.00 .011-nd
Approved for use outside HVHZ:Yes 1 Quality Assurance Contract Expiration Date
Impact Resistant:No
106/14/2021
Design Pressure: +35/-35 ;Installation Installation Instructions
Other: Configurations of glass shall conform to the current I FLI6812 R! 11 1867.;)d
ASTM E1300 standard. j Verified By: Warren W.Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
f
Created by Independent Third Party;
16812.6 250 Series Single Hung Window 96"x 72"vinyl non-impact double window with fully
reinforced stiles&rails
emits of Use j Certification Agency Certificate
Approved for use' HVHZ:No LLI 6 _�i C CAC 19.gd
Approved for use tside HVH Yes Quality Assurance Contract Expiration Date
Impact Resista No 08/09/2021
Design Pressu e:+35/-35 J Installation Instructions
a ton of ss shall
Other:Configu shall conform to the current FL16812 RIJI.186ZL2df
ations of ss
ASTM E1300 stan Verified By: Warren W.Schaefer P.E.44135
littn://www.floridabuildin2.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtmmTSTNdVP... 8/31/2015
DRrAN 8T: CNEcxEO UY:
1. ALL FASTENERS SHALL BE IN ACCORDANCE Wail THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE PIDW kU. BA,uxs
BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. i.0 Otf411iA
A7 NOTE BELOW
WIND LOADS TO THE STRUCTURE. 4
3. THESE NON-IMPACT RATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC).
4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE 4" MAX.
CAPABLE MMATERIALS,INCLUDING BUT INOT ON CLIMITED TO STEEL USED BY ME RSCReNS,ESSURE TTHAT COME INTO CONTACT REATING CHEMICALS IN WTITH OTHER
DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20,
6. TO THE BEST OF OUR KNOWLEDGE,THE WINDOWS SHOWN HEREIN ARE CERTIFIED&QUALITY ASSURED FIN FASTENER WITHIN 2" x
BY A FLORIDA STATE APPROVED CERTIFICATION/0A ENTITY&SMUL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 1 FRAME SCREWS WHERE SHOWN—
FBC AND THE SN-3 FLORIDA BUILDING COMMISSION SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF /2" AT SIDES, SEE "FRAME ANCHOR
THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS QUALITY ASSURANCE MAX. Q.C. WHEN JOB
SPECIFICATIONS&TESTING REPORTS, REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS g
7, CERTIFICATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +/-35 � SHEET FOR REQUIREMENTS,
FOLLOWING APPLY:1)THEY ARE INSTALLED 1WRTOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL /
C1 w C2 NOTE THAT WHEN JOB
BUILDING DEPARTMENT. 2}IF THEY ARE INSTALLED IF
HA ANYONE OTHER THAN A LICENSED CONTRACTOR 5 PSB; E" MAX. O.C. WHEN i,-N.N tj REQUIRED DESIGN PRESSURE IS
EXPERIENCED WITH WINDOW INSTALLATIONS. 3)IF CHANCES HAVE OCCURRED TO THE PRODUCT'S JOB REQUIRED DESIGN �
CERTIFICATION ENTRYS CERTWE ATE THAT CAUSE MESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT PRESSUREIS +/-35 PSF w OVER +/-35 A FRAME FILLER
BIT WHAT HAS BEEN TESTED. o MUST BE USED AT EACH FRAME
B. ME LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION OR LESS. SEE "FRAME z SCREW, SEE SHEET 5 FOR
SHALL CONTROL FOR THE INSTALLED WINDOW. ANCHOR REQUIREMENTS
B.MESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED 2
w PART DETAIL)
WINDOWS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE TABLE' ON THIS SHEET
MANUFACTURER&/OR INSTALLER, FOR REQUIREMENTS. %/ 6"
ca
- k
- — — --- - — z
o
Z Z S N
INSTALLATION EVALUATION IS BASED ON APPUCABIE ANCHOR STANDARDS AND/OR INFORMATION& CLUSTER RESULTS 3 N <r
FROM APPUCA131E TEST REPORTS. THE FLORIDA BUILDIIG CODE VERSION CONSIDERED WRIT REPORTS. FIN FASTENERS AT 'c�5
EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION, LY THE EVENT OF CODE VERSION MEETING RAIL ENDS SUCH THAT ¢ a
CHHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE 2
REFERENCED PRODUCT,PRIOR 10 STATING CODE COMPLLWCE WITH ME STATE,THE MANUFACTURER SHALL THERE ARE A TOTAL OF 5 0 _ �•
CONFIRM WIT
THE INSTALIATON EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED POSITLQNEO AS SHOWN. SEE M-
HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPLICABLE STANDARDS.
"FRAME ANCHOR REQUIREMENTS o U
'FRAME ANCHOR REQUIREMENTS TABLE TABLE' ON THIS SHEET FOR z
REQUIREMENTS.
OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM Z
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 01 W
{t} FRAME SCREWS �
MIN. 2X4 W000 FRAME OR BUCK NO 10 SMS OR WOOD SCREW 1 i/4" 3/4" _MAL
$" MAX. z
(MIN. GR. 3& 3=0.55) 2�
MIN. 18 GA.33 KSI METAL SND 140. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2" I�wilv� r
LAIN. 1/8"THK A36 STEEL NO. 10 CR. 5 SELF TAP/DRILL SCREW FULL Tfz" EXTERIOR ELEVATION: EXTERIOR ELEVXUQN`
- SINGLE WINDOW SINGLE WINDOW
s �d
to
MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2"
SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1`-0" a
MIN. 2X4 WOOD FRAME OR BUCK (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NFA
.- NO. 10 SMS SCREW i ifh" i/2" � 9� UD
(MIN:-GR.'3-&G=0.55) - SIDE JAMB- - .. mcli inEn
MIN. 16 GA.33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" EOM FOR MAX. SI E 9 p
MIN. 1/8"THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/r' WINDOW FRAME DIMEN ANCHOR "
MEN. tJ8"THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" AAAA . 1,/
R 3°8
2 AND ALLOWABLE DESIGN ¢ •x tJ, ,
2500 PSI CONCRETE () 1/4"CONCRETE SCREW 1 1/4" r PRESSURE, SEE APPLICABLE MAXIMUM MAXIMUM , <ti e.°°'
(3)NAILING FIN FASTENERS FRAME O.C. ..
PCRETE
4 W000 FRAME OR BUCK FLORIDA APPROVAL WIDTH SPACING s;w �.] Daus , in
N0.8 SMS SCREW 1 3/8" i/2' (IN.) (IN.) =V;00 C O;1 c ep
IN. GR. 3 &G=0,55) crD_z ,1, y LL 2•
4 W0 FRAME OR BUCK 1 3 8" i 2" 54 12 5
11 CA.ROOFING NAIL o g
IN. OR. 3 &G=0.55) / / 48 13
. 1/8"
THK A36 STEEL NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 36 17 '.`�?Fj.•.. .,." kCT/`,,, 1 LL� rc6
1/8"THK 6063-T5 ALUM. N0. 8 Gft.5 SELF IAP/DRILL SCREW FULL 1/Y ALISHATE ANCHOR/SUBSTRATE EVALUATION NOTE:
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED d Al
AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE •U
ETE SCREWS SHALL BE ELCO ULTRACONS (C.S,), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARDS)AND ARE FOUND THEs DRAIYINGSTO BE EQUIVALENT TO OR STRONGER THAN THE SPECIFIEDTHEY MY NOT DE USED FOR ME ASSEMBLYT/RED HEAD TAPCONS(C,S.OR S.S.)OR HI TT KWIK-CON I) (C.S OR S.S.), AND/QR tNSiAttATON Of ANY UTNER PRUpi3CT N01;MAY )86SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHORS) USED LN TESTING WITH THIS PRODUCT. THEY BE USED FOR RAnoNAL AND/OR LOCALAPPROVAL SHEETN0.
OR HAVE A FLAT WASHER AT THE SCREW HEAD. OF ANY PRODUCT NOT PRODUCED BY M-MANUFACTURER
TATEO ON(HESE DNA'AINOS. OF
C.QnWN 8i: CNCCKE6 6T:
FIN FASTENER PER FRAME SCREW PER n. rws
ELEVATION ELEVATIONautos H
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY
BEHIND NAIL FIN OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER k
"FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR
REQUIREMENTS REQUIREMENTS }`� ,: REQUIREMENTS
TABLE" .• TABLE"
L.• TABLE"
1/4" MAX. 1/4" 1/4" MAX. SHIM
SPACE } :`,.;.'.`:;i:'., 1, AT EACH ANCHOR AT EACH ANCHOR }
SEALANT BY p 0 D SEALANT BY �r. MAX. SHIM W`
OTHERS (� OTHERS SEALANT BY C�
OTHERS
2 1 � p
SEAL SPACE WITH EXTERIOR D SEAL SPACE WITH
x EXTERIOR SEAL SPACE WITH s
LOW EXPANSION LOW EXPANSION w LOW EXPANSION
EXTERIOR FOAM AROUND 4 AM AROUND s 4 FO OUND s
PERIMETER OF FRAME FILLER P ETER OF FRAME FILLER P MET OF
WINDOW FRAME WIND W FRAME NDOW AME
SECTION nt SECTION A2 , ALTERNATE SECTI Az opo
SCALE: 3/4 FULL 4 SCALE: 3/4 FU 4 SCALE: 1/2 FULL 4 a alio+
(NAIL FIN MOUNT) _ (FRAME SCREW MOU ITION) (FRAME SCREW MOUNT CON ITH FLANGE) 3 oza
T
w s
EXTERIOR
LL IL d�d�
f1 EXTERIOR T
SEAL SPACE WITH J o
LOW EXPANSION SEAL SPACE WITH Z n
LOW EXPANSION w
FOAM AROUND FOAM AROUND S Z
PERIMETER OF (I SH1,41 AS REQ'D TO u d
SUPPORT&ALIGN PERIMETER OF _
WINDON! FRAME WINDOW WINDOW FRAME
m
INSTALLATION v zc
SEALANT BY 9 0 SEALANT BY O 0 0 CLIP w
OTHERS OTHERS wv
1/4" MAX. 5z.4
SPACE 1/4" MAX. U) wa
MAX. 3 i6"
SHIM AS REQ'D TO / SHIM SPACE
\• SUPPORT &ALIGN
THICK X 3" z Q „
WINDOW LONG SHIM F x;
,F:. .:'. ' AT EACH CUP o oD� o
clst.•: SUBSTRATE BY ::•'r` „•: ..t . rn 8�a
S[ALANT BY OTHERS OTHERS PER SUBSTRATE 8Y OTHERS L�zINSTALLATION CLIP SCREW PER NZ A
BEHIND NAIL FIN PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS - ' �
FIN FASTENER PEI-//
ER "FRAME ANCHOR REQUIREMENTS TABLE" o
REQUIREMENTS TABLE" (2 PER CLIP). �3dt
ELEVATION TABLE"
SECTION I�B2
SECTION BI
SCALE: 3f4 FULL 4 ti��� • � � �
SCALE: 3/4 FULL 4 �S
( }
INSTALLATION CLIP MOUNT CONDITION
i o
(NAIL FIN MOUNT) :s2 cl> :{": 4+
co
N0. £Y.
1867
SHEET N4.
4 of 5
OR41tt!Bf: CHECKED 8Y:
1/4" MAX. SHIM wax w.w.s
1/4" MAX. FRAME WIDTH AT EACH ANCHOR FRAME HEIGHT 1/4" MAX. SHIM FRAME HEIGHT
SPACE AT EACH ANCHOR
SEAL SPACE WITH SEAL SPACE WITH
SUBSTRATE BY SUBSTRATE BY LOW EXPANSION SUBSTRATE BY LOW EXPANSION
SEAL SPACE WITH OTH FOAM AROUND
OTHERS PER ERB PER FOAM AROUND OTHERS PER
LOW EXPANSION "FRAME ANCHOR PERIMETER OF "FRAME ANCHOR PERIMETER OF
"FRAME ANCHOR AROUND 'o
REQUIREMENTS REQUIREMENTS WINDOW FRAME REQUIREMENTS
WINDOW FRAME
TABLE" ❑ o PERIMETER OF TABLE" TABLE" It
WINDOW FRAME 4 4
FIN FASTENER--,`, FRA E FILLER FRAME FILLER
PER ELEVATION FRAME SCREW
FRAME SCREW-/% PER ELEVATION
PER ELEVATION '• �❑
SEALANT BY LLJJ
SEALANT BY---�
OTHERS
I
OTHERS BEHIND T. 1L
BEHIND NAIL FRAME FLANGE
FIN
SEALANT BY SEALANT BY
OTHERS FEXTERIOR 2 1 OTHERS EXTERIOR
SEALANT BY
OTHERS EXifRtOR
cl
SECTION rc 1SECTION rC 2\ C,
1�v)
SCALE: 3/4 FULL SCALE: 3/ F L ALTERNATE SECTI (-c2-\ z
SCALE: 1/2 FULL/
(NAIL FIN MOUNT) (FRAME SCREW M NT C (TION) S
(FRAME SCREW MOUNT CON ITION WIT FLANGE)
(L
0.375 z
0
�SECTIOa
SCALE 3/1 1
SCREW M I (ITION WIT
CONTINUOUS WOOD MEMBER LESS 0.604 1.020 z
IN THICKNESS THAN A 2X- SUCKo0.500 1 0
l z
TO BE MIN. 3 1/2" DEEP (NOT /-SUBSTRATE BY OTHERS
LL
REQUIRED WHEN SHIM SPACE IS - PER "FRAME ANCHOR T LENGTH = 3.000"
0.225T
WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2�485 3.000
SHOWN IN SECTIONS).--\ 0.604FRAME FILLER
(RIGID PVC) z
uj moo
01�0 (NOTE THAT WHEN _j
JOB REQUIRED '6
O.0-5T 0.059T > 0 .,e V
9 1-, LR DESIGN PRESSURE
SEALANT BY FRAME FLANGE FRAME FLANGE IS OVER +/-35 A z.2
OTHERS FRAME FILLER MUST w w dtz-ft
(RIGID PVC) (RIGID PVC) 1.325 '[1- 0.060 BE USED AT EACH md ff-,
tM FRAME SCREW) (n
EXTERIOR 'o
FRAME SCREW PER 0.293 �cq z 9
ELEVATION & "FRAME 0
4 Q INSTALLATION CLIP
FRAME FILLER ANCHOR REQUIREMENTS (RIGID PVC)
TABLE"
t ' try
OPTIONAL DIRECT MOUNT DETAIL q
TO SUBSTRATE WITH SPACER
ul)
.4,
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) co
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 6
1867
SMET NO.
5 OF 5