01-0617-009 z
SIGN C A PSF ¢
z
53 1/8°
ALUM. SINGLE HUNG WINDOWS (1 OVER E) WcNDe W WIDTH t
WINI)OW D S. 3116"-ANN. GLASS _ w 4y 3/4' z
WIDTH HEIGHT . EXT. INT. � � � ._ D.L. OPG. (FIXED} T5
19-1/8 60.0 121.0 �° N
26-1/2" 60.0 121.0-- _ d__ � i v
37- 26° 60.0 89.8 -._ . v ®� o
�3 a 62.6 w
53-1/8 6a. m
I
19-1/8 60.0 121.0
26_1/2° 60.0 113.3 . CI v1
38-3/8° LJ ~
37" 60.0 81.1, n o r //r' Z 0
4 ' z> co
53-1/a ( ) 6a.a 56.5 3 a< I
19-1/8� 60.0 56.5 ° 3/16°-ANN. �s„ 21
GLASS c cr-- "
26-1/2' 60.0 107.3 s C1
37` 50-5f 8� 60.0 76.9 ti B II.w �'
5 on
3-1/8 � � 60.0 53.5 3 17, i
19-1/5, 60.0 121.0 d
26-1/2' 60.0 97.0 r c5 ' r
Do co
37® 56 60.0 69.5 M n ° Ili f/ { I tFi
5 i
53-1/8 58.7 1 __48.4 -' , O
W O
19-1/8, 60.0 121.0 > IT
26-1/2°
60.0 103.5 ,
37° 63" 60.0 74.1 I
53-1/8 (6) 54.6 51.6
s0.0 121.0 6 1/4-MAX. a� t(n
26-12` 60.0 1x2.5 TYP. z
14.37® 60.0 73.4 °F9 1/8" �' �
(7) 50.1 50.1 CENTER ANCHOR 0 HEAD & SILL D.i OPG. � W
NO. IN PARENTHESIS INDICATE ND. OF ANCHORS PER .1AMR. READ. ON 3W WINDOWS ONLY 50 1/2- ' .�
ALL SMALLER WIDTHS USE 2 ANCHORS Q Z a
PER HEAD/SILL VENT WIDTH I )
BASED ON FTL-1804 DATED 12-22-97
DESIGN LOADS = 150.0. -50.0 PSF TYPIG�� ELEVATION ` W `2 R
WATER INFILTRATION TEST = 9.0 PSF 1 OVER 1
TESTED GLASS = 1 °-ANN A FD TESTED UNIT
7 1/4-
11 1/4- _
7 1/4-
z
z
-4 ES UCTURE IS DESIGNED AS PER THE SO FLORIDA BUILDING '� a
11° 10 3/4- 10 3/4° 1 1 W ODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
5 5/8" ` gg AS PER ASCE 7-88 USING CORRESPONDING LOADS. o
ACCEPTANCEN. 'V t-_.2, B, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
w
` LO S TO THE STRUCTURE. "
12® 12" 12' 12'
I- IRATION DATE ' CHORS S BE AS LISTED. SHOWN ON DETAILS-
5 3/8- ca -4® 0 ANCHOR EMBEDMENT TO BASE MATER S BE BEYOND WALL
tbs ra By DRESSING OR C.CO. _
2 1/2° 3 1 2° m 9 1/2 °xo 9 1/2' � � 9 1 2- � 9 1 2' P DUCT QLDI�'I - r � � °^Ism`r' o I z ! I B G CO E h4P C� ACS SZSTl2TT' SHT ..,.4 - S o
6 1/4° = 6 1/4, 6 1/4° 6 1/4- 6 1/4- 6 1/4` REQUIRED
uj
p
g 4` 9 4° 9_ f4" i 9 /4® 9 4® 9 /4° AS GGti LYEA"a 1N TH THE .t o
C" p i Engr: DR. HUMAYOUN FAR
0 f_ 7 1 2° STRUCTURES
SQI*ORMA U??QIt�6 C{}DE
7 1/- 7 1/2® 7 1/2° _ 7 1/2' - 7 1/2 / PE 16557 DAT SY CHOR SPACING AT J FOR VARIOUS HEIC PR - = ory s eµ
6UiLJlh.� .00°'F S:C%".F?'ANCi: OFFICE drawing -no.
ACCEPTANCE a. a� 1�• -