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I', Single Hung Window Mulled 26 x'50 O
(Series 110)
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(Series 130)
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17-1018.08
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(Series 130)
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5. Single Hung Window Mulled 53 x 50 O
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17-1018:08
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•'(Series130) 13 Egress
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7, Single Hung,Window Mulled• 37 x.50 M
(Series 110) LL
174018:08 Dining Room O N
8: Fixed'Window.Mulled 37 x 18 16 11 -0 v
(Series 130)
17-06145:01 Bedroom
9, ,Single Hung Window- 53'x-50 Bedroom
(Series 110) v
17-1018.08• _ 10 co
10. Single Hung Window 26 x63 Bathroom Kitchen Living � m
(Series 110)
1.7-1018:08 Room •� O E
11.-Single Hund'Window 26x63 ® ^ a
(Series 110) L.1.
17-1018:08 17 Bathroom
12.-XX Outswing Door!-,-.,-.- 72 x 80 `
(Series 160) Bedroom 23 2
17-1226.05 . Laundry Room
13.�OXXO Outswing Door 95 x80
(Series 160) N
17-1226.05
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(Series,110) Main Door
17-10Egress�1s.o8 YGarage TV Room � o M
15. Single,Hung Window 26,x83. -E O J
(Series'110) 3: LL
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(Series.110) y L
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17.,�Single Hung Window 53 x50 6 O Co CL
(Series 110) 18 20
17-1018:08 3 7 N
18,-Single Hung Window Mulled- - - 26 x 50 5 lL
(Series 110) -
17-1018.08
19. Fixed Window Mulled 26 x 13
(Series.130)
17-0918:07
20:--Single Hung Window Mulled - 26 z 50
(Sens 110) scA :
17_1018.0Fixed
Windows Match Existing Windows _
NOT TO SCALE
21. ,F,ixed Window-Mulled 26 k-13 g DATE:
(Series 130)
.17-0918.07 Aug 02,2018
22:, Single Hung Widow Mulled 26 x50, PAGE DESCRIPTION:
(Series'110) Site Plan
17-1018.08 PAGE: oP1
23.`'Fixed Window Mulled 26 x 13
(Sedes'130)
17-0918:07-
Florida Window and Door Co.
7108 Fairway Drive,Suite 120 Tel.(561)848-4900
Palm Beach Gardens,FL 33418 floridawindowanddoor.com
Property Information Building Information
Owner: John Smith Wind Zone: 160 MPH.
Address: 1206 Kingswood Ln Exposure Category: C
Fort Pierce,FL 34982 Minimum Building Dimension: 60 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening Location IL
Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(pso Pressure(pso
1 End 26 50 7 33.5 -44.8
2 End 26 13 7 33.5 -44.8
3 End 37 50 7 32.9 -43.7
4 End 37 18 7 33.5 -44.8
5 End 53 50 7 32.2 -42.2
6 End 53 18 7 33.5 -44.8
7 End 37 50 7 32.9 -43.7
8 End 37 18 7 33.5 -44.8
9 End 53 50 7 32.2 -42.2
10 End 26 63 7 33.2 -44.3
11 End 26 63 7 33.2 -44.3
12 End 72 80 7 30.5 -38.8
13 End 95 80 7 29.9 -37.6
14 End 26 63 7 33.2 -44.3
15 End 26 63 7 33.2 -44.3
16 End 53 50 7 32.2 -42.2
17 End 53 50 7 32.2 -42.2
18 End 26 50 7 33.5 -44.8
19 End 26 13 7 33.5 -44.8
20 End 26 50 7 33.5 -44.8
21 End 26 13 7 33.5 -44.8
22 End 26 50 7 33.5 -44.8
23 End 26 13 7 33.5 -44.8
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
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