HomeMy WebLinkAboutFL17532_R8_II_08-02604REVISIONS
I REV I DESCRIPTION I DATE I APPROVED '
NOTES:
15.
FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD
1:
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
SCREWS WITH SUFFICIENT 'LENGTH TO ACHIEVE A 1 3 8" MINIMUM "EMBEDMENT INTO
/
REQUIREMENTS' OF THE FLORIDA BUILDING CODE.
SUBSTRATE. LOCATE :ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2.
WOOD FRAMING AND -MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
16.
FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1 /4 TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
SUFFICIENT LENGTH TO ACHIEVE A 1 '1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3.
1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL,
1 /2" MINIMUM EDGE' DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4.
WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
INSTALLATION DETAILS.
ANCHORED THROUGH THE 'FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
17.
FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 _SMS OR SELF
INSTALLATION INSTRUCTIONS, ANCHORS SHALL- BE SECURELY FASTENED DIRECTLY INTO
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5.
WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
DETAILS.
18.
ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
19,
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 'STRENGTH SPECIFIED BELOW:
6,
WHERE 1 X BUCK IS NOT USED 'DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
A. WOOD' MINIMUM SPECIFIC GRAVITY OF G=0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI,
THE ARCHITECT OR ENGINEER OF RECORD.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER),
7.
BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
PROVIDED.
20.
GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
8.
FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1 /16" OR
IN 'SHEET 2.
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4".
21.
UNITS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY,
9.
SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10,
WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.
FRAME MATERIAL: EXTRUDED RIGID PVC.
12.
UNITS MUST BE GLAZED PER ASTM E1300 04.
13.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14.
FOR ANCHORING THROUGH -FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
SIGNED: 0111512015
VIWINCO, _INC.�ct�trr
MORGANTOWN BUSINESS PARK, P.O. BOX 499 �`N \
MORGANTOWN, PA 19543
TABLE OF CONTENTS SIGNATURE/VIWINCO FIXED 4-TAT
o 5
72„ X 84" _ NON —IMPACT
SHEET NO. DESCRIPTION NOTES
'►O ;
1 NOTES '•'. '4r
DRAWN: DWG NO. REV +► sbdf ,. S,
2 ELEVATIONS V.L. 08-02604`,v`Ai.
3 — 6 INSTALLATION DETAILS SCALE NTS DATE 0'1 /0515 E 6 !it I
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKEf
& APP
SE
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1 X BUCK
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
cvrcolno ►nlrcQlnQ
tUhL UIJIHINur_
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
MIN.
V1ENT
1 1 /4 MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS °
D
OPTIONAL 1 X BUCK
SEE NOTES 3 - 7 0
SHEET 1 D
o v
D°
1 /4" TAPCON
2 1 /2"
MIN.
EDGE
DISTANCE
'v
v
v D �
v
v
1 /4" MAX.
SHIM SPACE
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112
v1ENT
VIWINCO, INC.
MORGANTOWN BUSINESS PARK, P.O. BOX 499
MORGANTOWN, PA 19543
SIGNATURE/VIWINCO FIXED
72" X 84" - NON -IMPACT
FRAME INSTALLATION DETAILS
DRAWN: DWG NO.
V.L. 08-02604
SCALE NTS DATE 01 /05 / 15 1 SHEET 5 OF 6
SIGNED: 0111512015
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