14-988-008EXISTING
STEEL COI
HSS 8%2%1/4"
SEE CALCULATIONS
STORE FRONT K
EXISTING 2"x6"
STEEL COLUMN
STORE FRONT SYSTEM (ZONE 5)
CLASS
MULLION
ANCHOR
1=
ACCEPTANCE
V =175
MPH
Kh=
1.13
Kzt =1.00
Kd=
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
TYPE
SPAN
TRIBUTARY
AREA
GCP
GCPI
(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
OWIDTH
WIDTH
TYPE
TYPE
TYPE
No
77
(in)
(in)
S.F.
+
-
+
-
+
-
+
-
+
-
S.F.
+
-
+
-
+
�Kl
120'
24'
20.00
0.95
1.30
0.18
0.18
51.10
66.90
80.00
80.00
•NOTEE
81.50
81.50
20.00
102.7
102.7
•02•
0.18
13- 0107.03
66.90
80.00
80.00
A* SEE
81.50
81.50
102.7
102.7
'D2'
NOTE
13-0107.03
NOTE 4
NOTE 5
Mr. GLASS DOORS & WINDOWS, INC
SERIES "MG 500" ALUMINUM OUTSWING FRENCH DOOR.
LARGE & SMALL MISSILE IMPACT RESISTANT.
N.O.A. 13- 0820.12
Mr. GLASS DOORS & WINDOWS, INC
SERIES "MG 5000" ALUMINUM WINDOW WALL SYSTEM.
LARGE & SMALL MISSILE IMPACT RESISTANT.
N.O.A. 13- 0107.03
qz = 0.00256 Kz Kzt Kd V^2
H=
60' -0"
EXPOSURE
-C
1=
N/A
V =175
MPH
Kh=
1.13
Kzt =1.00
Kd=
0.85
qh = 0.00256 (1.13)
qh = 75.30 PSF
(1.00) (0.85)
qh =
W =qh (Gcp +/- Gcpi)
P- 0.60W
(175) ^2
75.30(0.60)
EXISTING
STEEL C(
= 45.20 PSF
NOTE 1: GLASS "A" . (2) LITES OF 1/4" HEAT STRENGTHENED + 0.090" INTERLAYER BUTACITE PVB "BY DUPONT ".
NOTE 2: MULLION "MD1 " NO REINFORCING , NO INTERMEDIATE HORIZONTALS.
NOTE 3: ANCHOR TYPE "A3 ". 1/4 1$ DIA. TAPCONS (3 ANCHORS AT EACH SIDE OF JAMB AND MULLION @ 3" C.C.)
ANCHOR TYPE "A2 ". 1/4 3) DIA. TAPCONS (2 ANCHORS AT EACH SIDE OF JAMB AND MULLION @ 3" C.
ANCHOR TYPE "D2 ". #14 SMS (2 ANCHORS AT EACH SIDE OF JAMB AND MULLION @ 3" C.C.)
ANCHOR TYPE "D3 ". #14 SMS (3 ANCHORS AT EACH SIDE OF JAMB AND MULLION @ 3" C.C.)
NOTE 4: MULLION "M1" NO REINFORCING , NO INTERMEDIATE HORIZONTALS.
NOTE 5: ANCHOR TYPE "D2 ". #14 SMS (2 ANCHORS AT EACH SIDE OF MULLION @ 3" C.C.)
NOTE 6: JAMB "J1" NO REINFORCING , NO INTERMEDIATE HORIZONTALS.
STORE FRONT L
SYSTEM
03
EXISTING
STEEL COLUMN
J
51
N,
0 0y EXCEPTION TAKEN 7 ",1KE CORRECTIONS NOTE
D REJECTED E --EIJISE AND RESUBMIT
❑ SUBh1IT ITEM
Checking is only for general ca orrnance with tho dosIgn Con-
Cept of the project and general wnipliance with tho Information
given in the contract documents. Any action shown Is subjoct
to the requirements of the plans and specifications. Contrac.
for is responsible for dimensions which shall bo confirmed
and correlated at the job site; foorication processes And toch•
niques of construction; coordi;;&ton of his work with that of
all other trades; and the satisfactory perfor nce of his work,
.A. SUAREZ & ASSO , INC.
Date By
STORE FRONT SYSTEM (ZONE 5)
GLASS
MULLION
ANCHOR
ACCEPTANCE
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
TYPE
SPAN
TRIBUTARY
AREA
GCP
GCPI
(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
OWIDTH
TYPE
TYPE
TYPE
No
(in)
(in)
S.F.
+
-
+
-
+
-
+
-
+
-
S.F.
+
-
+
-
+
-
+
-
21.66
+
-
0.18
+
-
66.90
80.00
80.00
L1
1 120'
24'
20.00
0.95
1.30
0.18
0.18
1 51.10
66.90
80.00
80.00
A* SEE
81.50
81.50
102.7
102.7
'D2'
NOTE
13-0107.03
NOTE 4
5
20' -0"
STORE FRONT M
4W61
8 %2 %1 /4"
SEE CALCULATIONS
STORE FRONT SYSTEM GONE 5)
CLASS
MILLION
ANCHOR
ACCEPTANCE
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
WIND PRESSURE
TYPE
SPAN
TRIBUTARY
AREA
GCP
GCPI
(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
ALLOWABLE(psf)
OWIDTH
TYPE
TYPE
TYPE
No
(in)
(in)
S.F.
+
-
+
-
+
-
+
-
+
-
+
-
M1
120'
26'
21.66
0.95
1.30
0.18
0.18
51.10
66.90
80.00
80.00
•A' SEE
NOTE 1
8150
81 50
SEE
NOTE 4
78.10
102.7
78.10
102.7
.A2.
.D2.
SEE
NOTE 3
13- 0107.03
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DATE 07/15/14
SCALE 3/32' -T
JOB NO. p AND M
SHEET A -10
10 OF 11 SHEETS