HomeMy WebLinkAboutPLANS 3V
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270:3 COLLEGE AVE.
GOSHEN, IN 46526
SERIES 18000-R VS
ALUMINUM VERTICAL
SLIDING WINDOW
wl NAILING FIN
"NON -IMPACT"'
GENERAL NOTES
1. This product anchoring drawing has been developed in compriancewth the 2010 Hodda
Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification
Agency Certificate for sizes, specifications and ratings.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing, stdcco, foam, brick and other wall coverings.
3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 2005. All
other fastener types to be installed following fastener manufacturers installation instructions.
4. Fastener embedment depths, edge distances and center -center d ' istances shall be as
specified by the fastener manufacturer but in no instance shall they be less than shown in this
drowing.
5. Where shims are used, they must be a "rigid / sfiffmaterial that complieswilth the
requirements of the 2010 F0C.
6. Positive and negative design pressure requirements for use with this drawing shall be
determined by others for specific jobs in accordance with the governing code.
7. Site conditions not covered by this drawing are subject to further engineering analysis.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures & general notes
2
Horizontal & vertical cross sections & bill ot materials
3
Horizontal & vertical cross sections and glazing detall
4
Buck & frame anchoring
31.75'MAX. OVERALL FIN WIDTHI
30.0(r MAX. OVERALL FRAME WID
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BUILDING CONSULTANTS, INC.
Ru(P.O. Box 230 Valrico FL. 33595
Phone No.: 813.659.9197
Florida Board of Professional Engineers
Certificate Of AuthorizVon No. 9813
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Lyndon F. Schmidt, P.E. No. 43409
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VERTICAL SLIDING WINDOW
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Y'U(P.O. Box 230 Valrico FIL 33595
Phone No.: 813.659.9197
Florida Board of Professional Engineers
Certificate Of Autj�orizotlon DIP. 9513
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Lyndon F. Schmidt. P.E. No. 43409
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HORIZONTAL & VERTICAL CROSS
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REVISIONS
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FRAME ANCHORING FRAMEA4CHORING
MUCK Z2X FRAMING TO BE DESIGNED 2X STUD
BY THE ENGINEER OR ARCHITECT
OF RECORD BASED ON WIND LOADS
AND THE CLADDING BEING USED.
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements.
2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw
locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete
screws may be required to ensure the maximum on center dimension is not exceeded.
3. oncrete anchor table:
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)ATE-- 02110/1
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