HomeMy WebLinkAboutPLANSCONTRACTOR: Jrnsen Beech AN.inom.
DESIGN CRITERIA:
Cemgory, Pemmnpb 1604.E end Tabb 16043:
4 P®N Non. impact Sliding Olm Dome.
FEB 2 0 2017
PERIdITTING
BL ,". County, FL
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSTTE
AND GOOGLE EARTH.
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MARK
SIZE (W'xH'
MANUFACTURER
SERIES A
I APPROVALS
DESIGN PRESSURES
ALLOWABLE STRESS
Qj
48 tz �96't
4�,P.GT�
L,4SGD 770%4 SILLr hJ
s� FL251 'R2B
S 82 5/rt 63;4 PSF
i90:0% 90.O±PSF
Q
46'-=x,96'I
nPGT.
FSGD'770/47�SILL
FL251 R2B:
6: /:6S
0A/ 900;PSF
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BY
5t. Lucie (
A
2
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A-1
CONTRACTOR: Jensen Beach Aluminum. t t t i t I//
DESIGN CRITERIA: BIND SPEED AND EXPOSURE HAVE b �
BEEN DETERMINED USING THE ADVANCED
'S WEBSITE
Applicable Codes, Regulations, and Standards TECHNOLOGY COUNCILP
1. The 5th Edition (2014) Florida Building Code, specifically Chapter AND GOOGLE EARTH.
16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2.ASCE7-10. OPENING SCHEDULE _ w rW _I
Wind Loads Z'•> Z k ;
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: �'•,�
Risk Category 2. `
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & �i `� .. • •'
Basic Wind Speed, Paragraph 1609.3.1 an e 1611.3.1 �j 0
Equivalent Basic Wind Speed: VucT 170 MPH Vas. = 132 MI'H ���/ I I I PR
3. Exposure Category, Paragraph 1609.4. 7D1�"
fll9�-'R.I PROFES IONAI L C
Scope of Work:
1. Replacement of (2) 4 Panel Non- Impact Sliding Glass Doors. ❑ a
2. Windows not within 20.0 R of building corners. Q
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Builder / Permit Application is to provide Florida Product Approvals w d
e
meeting required design pressures. Q n
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DRAWN BY
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--` - DATE DRAWN
02/14/17
REVISION
t -
SHEErNO:
A-1
MARK
SIZE (W"xH")
MANUFACTURER
SERIES # .
APPROVALS
DESIGN PRESSURES
ALLOWABLE STRESS
Q
48" x 96"
FL251—R
62.5/-6' . F
90%�-9�O,O�P.S�Fj
SGD-770/4" SILL
Q
48 9
4 S L
6 .5/-63.4 PS
90.0/-90.0 PSF