HomeMy WebLinkAboutSINGLE HUNG WINDOW SPECIFICATIONS1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
STEEL, AND 2X FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE
TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE
RER.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5
7. DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO
CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED
IN ACCORDANCE WITH THE FBC.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.
SEE SHEET 1 FOR GLAZING DETAIL.
AIR MASTER AWNING, LLC
SINGLE HUNG WINDOW WITH INSULATED GLASS
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SINGLE HUNG WINDOW ELEVATION
EXTERIOR VIEW
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, GLAZING DETAIL,
AND ELEVATION VIEWS
2
ANCHOR LOCATIONS & INSTALLATION NOTES
3
VERTICAL SECTIONS
4
HORIZONTAL SECTIONS
5
COMPONENTS AND BILL OF MATERIALS
DESIGN PRESSURE RATING
OVERALL SIZE
DESIGN PRESSURE
MISSILE IMPACT RATING
53 1/8" X 76"
+/- 73.7 PSF
LARGE AND SMALL
MISSILE IMPACT
EXTERIOR
16 /
I
5/8" GLASS BITE
SSG4000 GE OR DOW 995
STRUCTURAL SILICONE
17
11/16" O.A. I.G. CONSISTING OF:
3/16" ANNEALED,
9/16" ALUMINUM SPACER,
1/8" ANNEALED,
0.090" SAFLEX CP PVB INTERLAYER
BY EASTMAN,
1/8" ANNEALED,
INTERIOR
\ FOR INSTALLATION OVER
30' ABOVE GRADE, GLAZING
SHALL COMPLY
TH
I SAFETY GLAZING
REQUIREMENTS OF THE FBC
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GLAZING DETAIL
AIR MASTER
P.O. BOX 2097
BARCELONETA, PR 00617
WWW.AIRMASTERPR.COM
PH: (603) 627-3861 FAX:(787)623-0085
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REMARKS I BY I DATE
6TH FBC CODE CHANGE I CL 18.23.1
,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
Iigitally signed by Hermes F Norero
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FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
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DATE: 08.23.17
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SCALE: NTS
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SHEET:
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6" FROM
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13 3/4" O.C.
MAX
6" FROM 10 1/211 O.C.
CORNER / MAX
SINGLE HUNG WINDOW ANCHOR LAYOUT
EXTERIOR VIEW
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR FOR EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF
±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT
DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH
SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. FOR INSTALLATION DIRECTLY INTO CONCRETE/MASONRY, USE 1/4
INCH DIAMETER ELCO ULTRACON OF SUFFICIENT LENGTH TO ACHIEVE 1
1/4 INCH MINIMUM EMBEDMENT.
6. FOR INSTALLATION DIRECTLY INTO WOOD FRAME, USE #14 WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM
EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT
INTO FACE SHELL OF BLOCK.
10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT
CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE
STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
AIR MASTER
:, nrs
P.O. BOX 2097
BARCELON ETA, PR 00617
WWW.AIRMASTERPR.COM
PH: (603) 627-3861 FAX:(787)623-0085
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REMARKS I BY I DATE
6TH FBC CODE CHANGE1 CL 18.23.1
,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECI FII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
FBPE CERT. OF
29578
FL #:
FL21457
DATE: 08.23.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: AIR015
SHEET:
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2X WOOD FRAMING
BY OTHERS
EXTERIOR FINISH
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AIR MASTER
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P.O. BOX 2097
BARCELON
ETA, PR 00617
WWW.AIRMASTERPR.COM
PH: (603) 627-3861
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STH FBC CODE CHANGE1
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,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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FL #:
FL21457
DATE: 08.23.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: AIR015
SHEET:
3
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EDGE DISTj
#14 WOOD SCREW
INSTALLATION ANCHOR
2X WOOD FRAMING
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
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p HORIZONTAL SECTION
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ERIMETER SEALANT
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AIR MASTER
:, nrs
P.O. BOX 2097
BARCELON ETA, PR 00617
WWW.AIRMASTERPR.COM
PH: (603) 627-3861 FAX:(787)623-0085
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REMARKS I BY I DATE
STH FBC CODE CHANGE1 CL 18.23.1
,ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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FBPE CERT. OF AUTHORIZATION No. 29578
FL #:
FL21457
DATE: 08.23.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: AIR015
SHEET:
OF 5