HomeMy WebLinkAboutWINDOW PAPERWORKEQUAL LTTES WINDOWS
DESIGN LOAD CAPACITY - PSI%
WINDOW DIMS.
6/16" LAM. GLASS
WIDTH
'HEIGHT
EXT.(+)
1NT.(-)
19-1/8"
24"
26-1/2"
30'
37'
42"
48"
53-1/8"
26"
(4)
85.0
90.0
85.0
9010
85.0
90.0
- 85.0 -
90.0-
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
19-1/8"
24'
26-1/2"
30'
37'
42"
48"
53-1/8°
38-3/8'
{5)
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
- 90.0
85.0
90.0
85.0
90.0
85.0
90.0
19-1/8"
24"
26-1/2"
30"
37"
42"
48"
53-1/8'
50-5/8"
{7)
85.0
90.0
85.0 -
90.0
85.0
90.0
85.0
90.0
55.0
9D.0
85.0
90.0
85.0
90.0
-. 71.4
75.5
19-1/8'
24"
26-1/2"
30"
37"
42°
48"
53-1/8`
58"
(7)
85.0
90.0
85.0
90.0
35.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
70.0
70.0
19-1/v
24`
26-1/2'
30°
37'
42'
48"
53-1/8'
(7)
85.0
90.0
85.0
90.0
85.0
96.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
r 70.0
70.0
19-1/8'
24'
26-1/2'
30'
37'
76"
{9)
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
NO. IN PARENTHESIS -INDICATE -NO. -OF -
ANCHORS PER JAMB.
UNEQUAL LSTES WIND i
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
5/18" LAM. GLASS
WIDTH
HEIGHT
EXT.(+)
INT.(-)
19-1/8"
24'
26-1/2"
30"
37"
42"
48"
53-1/8"
38-3/8'
(5)
85.0
90.0
85.0
90.0
85.0
20.0
-85.0-
90.0
85.0
90.0
85.0
90.0
B5.0
90.0
85.0
90.0
19-1/8'
24"
26-1/2'
30'
37"
42"
48'
50-5/8°
(8)
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
85.0
90.0
70.0
70.0
19-1/8^
24'
26-1/2"
30'
37"
42'
59"
(7)
85.0
90.0
85.0
-90.0
85.0
90.0
85.0
90.0
85.0
90.0
70.0
70.0
19-1/8'
24'
26-1/2"
30"
37"
63'
(7)85.0
85.0
90.0
85.0
90.0
85.0
90.0
90.0
70.0
_
70.0
19-1/8124
'
26-1/2
76"
(9)
85.0
90.0
85.0
90.0
70.0
1 70.0
• NO. IN PARENTHESIS .INDICATE NO. OF
ANCHORS PER JAMB.
-- EQUAL LTTES
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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5/16" OVERALL LAM. GLASS
GLAZING DETAIL
SH075 ALUMINUM SINGLE HUNG WINDOTP
DESIGN LOAD RATINGS'FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ABOVE.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.N./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
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THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
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TYPICAL ANCHORS
TYPICAL ANCHORS SEE ELEV.
FOR ING
SPAC
SEE ELEV.
FOR SPACING x
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
HOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
MIAMI—
E COUNTY
IMULLIO
SEP& MULLION RATE NON ANCH RS0
SEE
TYPICAL'ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA, ULTRACON BY 'ELCO' (FU=177 KSI, Fy=159 KSI)
1/4"- HILTI KWIK—CON 11 (FU=163 KSI, Fy-157 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR'MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 -SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8')
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
ANCHOR EDGE DISTANCES
INTO CONCRETE AND MASONRY = 1-3/4" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = l" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN.
SEALANT:
ALL FRAME AND VENT CORNERS AND INSTALLATION
SCREWS SEALED WITH SILICONE.
WEEPHOLES:
W1 = 1-1/4" WEEP NOTCH AT EACH END
PRODUCT RENEWED
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SH075 ALUM SINGLE HUNG WINDOW (L.W.;
RC HOME SHOWCASE
2970 N.W. 75TH AVENUE
MIAMI, FL. 33122
TEL (305) 392-6214 FAX. (786) 464-1562
AL-FAROOQ CORPORATION a
ENGINEERS at PRODUCT DEVELOPMENT
11 35 S.W. 87 AVE
MIAMI, FLOMDA 33174
TEL MOM 2645300 FAX (303) 262-6978
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SH075 ALUM SINGLE HUNG WINDOW (L.M.I.) AIrFAROOQ CORPORATION a,
RC HOME SHOWCASE ENGINEERS as PRODUCT DEVELOPMENT
1235S.W. 87 AVE
2970 N.W. 75TH AVENUE MIAMI, FLORIDA 33174
MIAMI, FL. 33122 TEL (305) 2644=0 FAX(305) 26ZG978
TEL (305) 392-6214 FAX. (786) 464-1582 COMP—ANL W09-61RC
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