HomeMy WebLinkAboutProduct Approval (2) TazREVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER NEW CODE 12/04/14 R.L.
72" MAX. FRAME WIDTH
6" MAX. MAXg 0.C. 6" MAX.
_l
- NOTES:
6" MAX. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
/ TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
9" MAX 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
/ O.C. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
/ SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. FRAME MATERIAL: EXTRUDED RIGID PVC.
72" 5. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS DETAILS.
MAX, 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
FRAME / BORNE DEBRIS REGIONS.
HEIGHT 7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
B. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH
/ SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
9. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED
IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS
SIGNATURENIWINCO IMPACT FIXED SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
EXTERIOR VIEW FRAME FLUSH INSTALLATIO SPECIFIED;BELOW:
RECEIVED A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42
DESIGN PRESSURE RATING IMPACTRATI G B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
t50PSF LARGE
E�MP4 T FEB 2019 D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
MISSILE LEVEL A WIND ZONE 3
ST. �,u6io,- Q�YI.P®fiTlt�Sitlg
SIGNED:12/05/2014
PI OINBOX 499 \CO INC.
\\JAS 1R II LC'�q��.
MORGANTOWN, PA 19543 `�v,•�\�ENSF,d'''
TABLE OF CONTENTS SIGNATURE/�121NX072 PACT FIXED -*• 0,. 61
SHEET N0. DESCRIPTION FRAME ELEVATION AND NOTES �� TTA(T11trE OF `
1 - 2 ELEVATION, ANCHORING AND NOTES � . P
DRAWN: DWG NO. REV ZORO, \�\\
3 CROSS SECTIONS AND B.O.M. A.S. DATE 08-01472
72 A �%ss��NAL1��G\\\
4 - 6 INSTALLATION DETAILS NTS 03/05/12 1 OF 6
REVISIONS
REV DESCRIPTION DATE PRI
PPROVED
A REVISED PER NEW CODE 12/04/14
:j
72" MAX FRAME WIDTH
T �r 6" 1" MAX
I MAX O.C.
1" MAX J
MAX O.C.
72"
MAX /
FRAME
HEIGHT
SIGNATURENUINCO IMPACT FIXED
EXTERIOR VIEW FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
t50PSF LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
SIGNED:12/05/2014
PI OINBO�X ass J`\J\s!R�LLo��///i.
MORGANTOWN, PA 19543 `�,••\\GENSF'9�+'`
SIGNATURE/VIWINCO IMPACT FIXED _*• 0yG}b1 *C
72 X 72
NAIL FIN ELEVATION ��0• TAT OF 14�
DRAWN: DWG N0. REV �i�O�FS;F�OR10P
SCALEOS 2
NTS DATE 03/05/12 SHEET2OF 6 A ��i"MiLI
lliE�����
Ar
PARTS LIST REVISIONS
NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 O ❑ REV DESCRIPTION DATE APPROVED
1 8915 FRAME Deceuninck PVC ULJ A I REVISED PER NEW CODE 12/04/14 R.L.
2 5846 GLAZING BEAD ninck PVC
Ashland
3 7940 WEEP HOLE COVER Ashland PVC
4 7240T SETTING BLOCKS TB Philly VINYL
5 3462 SILICONE DOW (TB PHILLY) SILICONE Q
1
1
INTERIOR
❑ ❑
EXTERIOR INTERIOR
5 2 Q D
o� o
4 EXTERIOR
HORIZONTAL SECTION
2 13/16" 2
15/16"
1/8" ANN.
.100" SGP BY DUPONT
Frame Sill 1/8" ANN. 1/8" TEMP.
REINFORCED BUTYL
VINYL PVC.076 THICK RY
VERTICAL SECTION SPACER STEM
�ERIORINTERIOR
1/2" Q
a STRUCTURAL SEALANT SETTING BLOCK
7/g•• I RN
DOW INSTAGLAZE
—L GLAZING DETAIL
�V/II 5/B„
SIGNED:12/05/2014
VIWINCO INC.ff7:-7-7 \���„�uully�
P.O. BOX 499 ``��`J\5 RE Lpylz��i�
MORGANTOWN, PA 19543 1 v•'�G N6,.',P-'e
Frame Sill(Nailing Fin) Glazing Bead
VINYL PVC.078 THICK VINYL PVC.061 THICK SIGNATURE/VIWINCO IMPACT FIXED 4"TATVOF O72 X 72CROSS SECTIONS AND COMPONENTS �� •tt,
LORAWN: DWG N0. REV O�Fd'
OPTIONAL FIN FRAME A. TE OS soEET72 A �� S�NAL03/05/12 3 OF 6
1/2" MIN. REVISIONS
EDGE DISTANCE 3/4" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
WOOD FRAMING METAL A I REVISED PER NEW CODE 12/04/14 R.L.
OR 2X BUCK STRUCTURE
BY OTHERS1 1/4" MIN. BY OTHERS 1/4" MAX.
SHIM SPACE
EMBEDMENT J� INTERIOR
0 O ❑ 3/4" MIN. ❑
APPROVED APPROVED
SEALANT 1/4" MAX. SEALANT 1/4" MAX. EDGE DISTANCE
SHIM SPACE � SHIM SPACE I-, � 4D .
#8 WOOD #8 SMS OR
SCREW � � SELF DRILLING SCREWS
#8 SMS OR METAL 0
SELF DRILLING STRUCTURE
SCREW BY OTHERS
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
EXTERIOR INTERIOR EXTERIOR INTERIOR
1 1/4" MIN. r 1/4" MAX.
EMBEDMENT SHIM SPACE
L_ INTERIOR
1/2" MIN. ❑
EDGE DISTANCE
#8 WOOD
SCREW #8 SMS OR #8 WOOD
SELF DRILLING SCREW
SCREW
APPROVED APPROVED WOOD FRAMING
SEALANT 1/4" MAX. SEALANT OR-2X BUCK
SHIM SPACE 1/4" MAX. BY OTHERS
0 SHIM SPACE 1 APPROVE
WOOD FRAMING 1 1/4" MIN. METAL SEALANT D EXTERIOR
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED:12/05/2014
VERTICAL CROSS SECTION VERTICAL CROSS SECTION V I W I N C O INC. ��►►l u•r II,
WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE INSTALLATION P.O. BOX 499 \\\\\\5 R•to ,7�///
MORGANTOWN, PA 19543 `�v•�\GENS 9S/-�
SIGNATURE/VIWINCO IMPACT FIXED _*• 0 61
NOTE: 72 X 72 �_
INTERIOR AND EXTERIOR FINISHES,BYOTHERS,NOT FRAME INSTALLATION DETAILS �v0, TAT OP vQ
SHOWN FOR CLARITY. 0�.� ,<0
DRAWN: DWG N0. REV �S �OR10Q'G\Z'`\
SCALE08 NTS DATE 03/05/12 SHEET 42 A
OF 6 ,�7ljsf/1IVA1►E�\\\\
2 1/2" MIN, REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A REVISED PER NEW CODE 12/04/14 R.L.
BY OTHERS G <
° a 1 1/4" MIN.
OPTIONAL 1X BUCK ° a• EMBEDMENT 1 1/4" MIN.
TO BE PROPERLY EMBEDMENT
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
a ❑ BY OTHERS °
APPROVED MAX. OPTIONAL 1X BUCK
SEALANT 1/4" °a 1/4" MAX.
SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
SEE NOTE 3 SHEET 1 ,
3/16" TAPCON9a
3/16" TAPCON
Q INTERIOR
. a
a'o
9
2 1N. O V
EXTERIOR INTERIOR EDIGE ;v
DISTANCE O
°
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
3/16" TAPCON CONCRETEWASONRYINSTALLATION
APPROVED
SEALANT
1/4" MAX. NOTE:
OPTIONAL 1X BUCK SHIM SPACE INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
TO BE PROPERLY 0 ❑ SHOWN FOR CLARITY.
SECURED
SEE NOTE 3 SHEET 1 -�
CONCRETE/MASONRY ° a, ° 1 SIGNED:12/05/2014
BY OTHERS n ° 1 1/4" MIN.
EMBEDMENT VIWINCO INC.
P.O. BOX 499 `���J�S R Lp.����f
G ° MORGANTOWN, PA 19543 `v,•�\OENSF,d'
SIGNATURE/VIWINCO IMPACT FIXED *• p 51�� *'
2 1/2" MIN. 72 X 72 ��R <cy►rvr��
EDGE DISTANCE ��CZ
FRAME INSTALLATION DETAILS TAT OF
CONCRE�EMASOAL ORYINSTA�LAI SECTION
DARASWN: DWG N0. OB-01472 RA ��o�FSS��OR10 �G\Z'\�
SCALE NTS DATE 03�05�12 SHEET OF 6 ////IONA11`:
/4" MIN. REVISIONS
1 1
EMBEDMENT REV DESCRIPTION DATE APPROVED
#8 WOOD WOOD
SCREW FRAMING A REVISED PER NEW CODE 12/04/14 R.L.
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
Q� WOOD FRAMING -.{ 1/4" MAX
BY OTHERS I SHIM SPACE
#B WOOD
SCREW INTERIOR
1 1/4"
MIN.
EXTERIOR INTERIOR EMBEDMENT
T-� D a
o�
7/1 MIN
DGE DISTANCE
EXTERIOR
Q J INSTALLATION DETAIL
- � WOOD FRA OR 2X BUCK INSTALLATION
1/4" MAX
SHIM SPACE
NOTE:
INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
SHOWN FOR CLARITY.
7/16" MIN
EDGE DISTANCE
#8 WOOD WOOD
SCREW FRAMING SIGNED:12/05/2014
1 1/4" MIN. BY OTHERSEMBEDVIWINCO INC. \\\1111�III//
VERTICAL CROSS SECTION MENT MORGANTOWN, P4
9619543 ����vJ\C'�GGENL.
S'�el
9pi�i�
\. F-
WOOD FRAMING OR2XBUCK INSTALLATION SIGNATURE/VIWINCO IMPACT FIXED *• 0 51 *C
72 X 72 it:z
NAIL FIN INSTALLATION DETAILS ��0• TAT OF
DRAWN: DWG NO. REV %�FS'cC0R1aP
A.S. DATE 08 501472 A
NTS 03/05/12 6 OF 6