HomeMy WebLinkAboutEngineering .RAMNAS ENGIN E.E.RING, INC. . Kd = .85
2'100111! 76 Street, Hialeah, Florida 33016 ' FLORIDA BUILDING CODE, 2014
Robert S. IUionSOUr, P.E. F# # 1.19551000602'AaCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. 170 MPH WIIND ZONE
Interior &,Exterior Zones°(4&5 -Walls) Positive Pressures
Exposure C For the 170 m 'h Wind-Zone CATEGORY 2
Effective Wind Area .or, Tributary Area in Square Feet
Height 10 20 30 40 50 60
Maximum 1.00 0.95 0.92 0.89 - 0.88 0.86
3_4j__ 33.6_
j %7Z4W '1010111
42.1 40.2 39.1 38.3 7 37.2
'30 43.8 41.9 4.0.7 39.9 39.3 38.7
40 46.5 44.4 43.2 .42.3 41.7 4.1.1
50 1 48.8 46.6 1 45,3 44.4 43.7 4.3.1
60 50.6 48.3 46.9 .46.0 45.3 44.7
Interior Zone (4-Walls) Negative Pressures
Exposure C For the 170 mph Wind Zone CATEGORY 2
Effective Wind Area or, Tributary Area in Square Feet
Height 10 20 30 40 50 60 t
Maximum -1.10 -1.05 -1.42 -0.99 -0.98 -0.96
15 .X41,.3 -39.5 -38,,5., �37�8�, -37.3 -36.8
TQ - z -•4o�8 -oat -39_
25 -45.6 -43.7 -42.6 -41.8 -41.2 0.7-.
30 -47.6 -45:6 -44.4 -43.6 -43.0 -42.5
40 -50:5 -48.4 -47.1 -46.3 45.6 -45.1
50 -52.9 -50.7 -49.4 -48.5 -47.8 -47.2
60' -54.8 -52.6 -51, 2 -50.3 -49.6 1 -49.0
Exterior Zones (5-Walls) Negative Pressures
Exposure C For the 170 mph Wind Zone CATEGORY 2
J Effective Wind Area or, Tributary Area iri Square Feet
Height. 10 20 30 : 40 50 60 .
Maximum A.40 -1.29 -1.23 -1.19 -1.15 -1.13
15 -50.0 -47.5 4 -45,5 -44.1 -43.0 a. -42.1
20 -53.9 750.3. -48.2 -46.7 -4" -44..5
25 -56.3 -52.5 -50.3 -48.7 -47.5 -46,5
30 -58.7 -54.8 -52.4.' -50.8 -49.5 -48.5
40 -62.3 -58.1 -55.7 -53.9 . -52.6' -51.5.
50 -65.3 -60.9 -58.3 -56.5 -55.1.: -53.9 -
60 -67.7 -63.1 -60.5 1 -58.6 -57.1 -55.9
Length of End Zane (a): 10°lo-of'least-horizontal dimension or.4 h, whichever is sm i
-but not less than 4% of least horizontal dimension or 3 ffi..(h = mean roof height in f }.
NOTE:AN 8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN-FOR FIAT ROOFS.
INSTALLATION SCHEDULE
Unit Rall Shutter Shutter Shutter Storm Anchor Header Storm Mullion
No. Pressure Width . Height Span Bars# Spacing .Reinforce Panels Type
later/End Vert/Horz Req'd Req'd Bolted
PSF 11 Y/N Y/N
InteriorEnd T�'i2
Ietterlt�End x°Pte
��.
+- 136" t ! 3 " e P Goin
Interior End I Top k°
GI
Interior End To
+ It Coll
Interior End T°p s�
4 �r o�
Iaterior End TDP,.j t
1r } LAV 1 J3 si 1 9 it V2r t' °0 IV 11}
Interior End '! Top `�
Inferior End Top60
�k
5 '
Interior End Top
LA
39
Inferior End Top tv
5 %A
�(
Intedor End Top %t
Interior End Top ft4
OIID
Itsf;or End Top,
13
3rior1nte; End TO ,
In torErsa. TOP
l�tjr3 i i +i 1 ��OttOtn
is . �t 3.1 3 5 N N N
TSTALLATIQ►N SCHEDULE
Unit Wall Shatter Shutter Shutter Sti)rm Anchor Header Storm Mullion
No. Pressure Width Height Span Bars# Spacing Reinforce Panels Type
Inter/End Vert/Horz Req'd Req'd ]Bolted.
PSF Y/N YIN
Top '�
r
1 � _ Q �- 2A
Interior Hnd TOP v
Interior End TOP '
Interior End Top%I
Interior End TOP
Inwiff t ToD
+
ZOUOM
Interior End TOP
� ottom
Interior End Top
+ ottom
Interior End TOP
{ quoin
Interior End TOP
+ ottom
Interior End Tnp
+ Ottom
+Ior End TOP
ottom
Interior End
Tap
+ m
In�ior End ToP
+ attain
2bterior End TOP
+ ottow