A21_Window_BluePrints_final_construction_page_1_0001.pdf
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- Solicitation number
- 140FS226Q0197
About this file
This is a shop drawing document for exterior curtainwall (CW) systems at Aransas National Wildlife Refuge prepared by Anchor Engineering, Inc. The drawings specify aluminum storefront window and door frames with insulated impact-resistant glass for exterior applications and clear anodized aluminum frames with laminated glazing for interior applications.
The project utilizes three Kawneer systems: Kawneer 1600 System #2 LMI (2.5" x 10.8125" and 2.5" x 7.8125") and Kawneer Storefront IR-501 (2.5" x 5"). Design criteria include 2015 IBC building code compliance, 147 mph ultimate wind speed, Building Risk Category II, Exposure Category C, and a 9-foot corner zone width. Glass specifications include two insulated laminated configurations (GL-01 and GL-02), both featuring 1.3125-inch insulating laminated assemblies with clear heat-strengthened glass, VNE-63 screens, black argon-filled spacers, and clear polyvinyl butyral lamination. Pressure plate fasteners require Kawneer-specific hardware with 1/4"-14 x 1" screws spaced 6 inches on-center and 3 inches from ends, torqued to 95-100 inch-pounds. All openings must be field-verified before fabrication, and rough openings must be square and within specified building tolerances. The General Contractor is responsible for material protection post-installation and final cleaning, with any deviations from these drawings requiring a signed change order.
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CONTENT
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SCALEDRAWINGS DATE
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COVER SHEET
RECORD OF PRINTSNO REQ'D DATE
Exterior CW Shop Drawings Aransas National Wildlife Refuge
EXTERIOR ALUMINUM STOREFRONT WINDOW AND DOOR FRAMES SHALL BE CLEAR ANODIZED ALUMINUM FINISH
WITH INSULATED IMPACT RESISTANT GLASS.
INTERIOR ALUMINUM WINDOW AND DOOR FRAMES SHALL BE CLEAR ANODIZED ALUMINUM FINISH WITH CLEAR
LAMINATED GLAZING.
W/
O.A.F F.O.
D.L.O.
ELEV.
R.O
D.O
WITH
DAYLIGHT OPENING
ROUGH OPENING
ELEVATION
FRAME OPENING
OVERALL FRAME SIZE
DOOR OPENING
GYPSUM BOARD
INSULATION
GYP.
INSUL.
GLASS BITEG.B
O.C. ON CENTER
OPPOSITEOPP
INT. INTERMEDIATE
MIN. MINIMUM
GENERAL NOTES GLASS LEGEND
SYMBOL LEGEND
ENGINEERING NOTES
FINISH LEGEND
DESIGN CRITERIA
SIM SIMILAR
V.I.F. VERIFY IN FIELD
ARCHITECT/ GENERAL CONTRACTOR:
- WILL NOT ASSUME RESPONSIBILITY FOR ERRORS RESULTING FROM THE USE OF THESE
DRAWINGS BY OTHER TRADES.
THESE DRAWINGS REPRESENT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
THE ARCHITECT AND THE GENERAL CONTRACTOR ARE TO THOROUGHLY REVIEW THESE
DRAWINGS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE ARCHITECT'S INTENT.
ANY DEVIATION FROM THESE DRAWINGS WILL REQUIRE A SIGNED CHANGE ORDER.
AFTER INSTALLATION, ALL MATERIALS MUST BE PROTECTED BY THE GENERAL CONTRACTOR.
FINAL CLEANING WILL BE DONE BY THE GENERAL CONTRACTOR.
ALL OPENINGS WILL BE FIELD VERIFIED BEFORE FABRICATION. THE ROUGH OPENINGS MUST BE
SQUARE AND WITHIN THE SPECIFIED BUILDING TOLERANCES.
APPROVER NOTE:
THE GENERAL CONTRACTOR AND ARCHITECT ARE RESPONSABLE FOR REVIEWING SHOP
DRAWINGS FOR COMPLIANCE WITH THE INFORMATION GIVEN ON THE CONTRACT DOCUMENTS
DETAILS SHOWN MAY DEVIATE FROM THE CONTRACT DOCUMENTS DUE TO FABRICATION
LIMITATIONS, PROVEN WEATHERTIGHTNESS TECHNIQUES OR WARRANTY REQUIREMENTS BY THE
MANUFACTURER/ INSTALLER RETURNED SHOP DRAWINGS STAMPED "REVIEWED" ARE
UNDERSTOOD TO BE ACCEPTABLE BY THE GENERAL CONTRACTOR AND ARCHITECT.
SYSTEMS USED
1.) Kawneer 1600 Sys #2 LMI 2" 1/2 x 10" 13/16 2.) Kawneer 1600 Sys #2 LMI 2" 1/2 x 7" 13/16 3.) Kawneer Storefront IR-501 2" 1/2 x 5" 4.) - 5.) -
PANELS WILL BE FABRICATED
PER THESE DRAWINGS
FINAL DWG's SUBMISSION
DATE
#1 #2 #3
STRUCTURAL DESIGN
BUILDING CODE:
ULTIMATE WIND SPEED:
NOMINAL WIND SPEED:
BUILDING RISK CATEGORY:
EXPOSURE CATEGORY:
CORNER ZONE WIDTH:
INTERNAL PRESSURE COEFFICIENT:
SEISMIC RESPONSE COEFFICIENT:
SEISMIC RESPONSE COEFFICIENT:
SEISMIC DESIGN CATEGORY:
SITE CLASS:
FLAT ROOF SNOW LOAD:
SNOW EXPOSURE FACTOR:
IMPORTANCE FACTOR:
THERMAL FACTOR:
LIVE LOAD:
SLAB EDGE THICKNESS:
BUILDING HEIGHT:
INDEX
ABBREVIATIONS
BUILDING ELEVATION REFERENCE
ELEVATION REFERENCE
ELEVATION REFERENCE
DETAIL REFERENCE
BUILDING ELEVATION NUMBER
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
ELEVATION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
NOTE: DO NOT SCALE
THESE DRAWINGS
LIMITED TO L/____ OR ____INCHES NORMAL TO THE PLANE
OF THE GLASS. ALL HORIZONTAL MEMBERS CARRYING
GLASS TO BE LIMITED TO A MAXIMUM DEFLECTION OF
____INCHES IN THE PLANE OF THE GLASS.
*L/ 175, 3/4" MAX UP TO 13'-6"
*L/240 + 1/4" OVER 13'-6"
PAGE # DESCRIPTION
COVER SHEET0.00
1.01-1.05 2.01-2.25
3.01-3.XX
5.01-5.14 4.01-4.12
GL-01: 1 5/16" VNE1-63 Insulating Laminated HS/HS 1/4" (6 mm) Clear HS
VNE-63 Screen #2256 #2 V901 - Dark Gray Viraspan #2
1/2" (13.2 mm) Spacer - Black - Argon 1/4" (6 mm) Clear HS 0.060" (1.52 mm) Clear PVB 1/4" (6 mm) Clear HS
X.XX-XX.X -
ADDITIONAL
EXTRUSIONS
2015 IBC
147 MPH
II
C 9'
0.18
X.XX-XX.X -
X.XX-XX.X -
X.XX-XX.X -
X.XX-XX.X -
X.XX-XX.X -
X.XX-XX.X -
NOT USED
PLAN DETAILS
SECTION DETAILS
ELEVATIONS
FLOOR PLANS
1.01
1.01
1.01
1.01
GL-01
Pressure Plate Fasteners: Use Kawneer Tool (#162-339), Screws (#128-406) 1/4" - 14 x 1" HWHW (AB) @ 6 O.C. & 3" From Ends - Shall Be Torqued 95 To 100 Inch - Pounds
1.0A-1.0D BUILDING ELEVATION
GL-02: 1 5/16" VNE1-63 Insulating Laminated HS/HS 1/4" (6 mm) Clear HS
VNE-63 #2
1/2" (13.2 mm) Spacer - Black - Argon 1/4" (6 mm) Clear HS 0.060" (1.52 mm) Clear PVB 1/4" (6 mm) Clear HS
GL-02
ANCHOR ENGINEERING, Inc.
PROFESSIONAL ENGINEER
Jason Stebbins
Denver, CO 80211
DRAWN BY-
DESIGNED BY-
2535 17th Street, Suite A
Architecture 821
JMM REVIEWED BY-
FAX (303) 830-9133
PHONE (303) 783-4797
JOB NO.: 200714
RJ
THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING,
INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY
Firm #1979
Jason Edward Stebbins
Digitally signed by Jason Edward Stebbins DN: E=jason.stebbins@anchoreng.com, CN=Jason Edward Stebbins, O="Anchor Engineering, Inc.", L=Denver, S=Colorado, C=US Location: Denver, CO Reason: I am approving this document Contact Info:
jason.stebbins@anchoreng.com Date: 2020.12.03 10:03:57-07'00'
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