HomeMy WebLinkAboutDESIGN WIND PRESSURE160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH:(954) 354-0660 FAx:(954) 354-0443
W W W. ENGEXP.CO M
Wind Load Calculation
ASCE 7-10 Ch 30 Wind Loads - Components and
Cladding
6th Edition (2017) Florida Building Code
Site Information
Owner: Krom. Sylvia
Wind Speed (V):
160 MPH
Exposure Category:
D
Velocity Pressure Coal. (Kh):
1.16
ASCE 7.10 Ch 30.3.1 Table 30.3-1
Directionality Factor (Kd):
0.85
Topographical Factor (Kzr):
1.0
Structure Information
Risk Category:
II
Building Classification:
Enclosed
Int. Pressure Coef. (GCpi):
018
ASCE 7. 10 Table 26.11.1
Mean Roof Height (h):
30 ft.
Roof Slope (0):
Sloped
Roof Slope Coefficient (0c): 1.0
Min. Building Dim. (L):
3 ft.
End Zone Distance (a):
3 ft.
Design Wind Pressure (PMAx+, PMAx-): ASCE7-10, a. 30.4.2130.6.2 1 4 LA.
h!560 ft, ` - : h>60' ft:
Max Positive Pressure (PMAx+) PMAx+ = gh(Bc GCrpos + GCpi) PMAx+ = gh(6E GCS + GCp)
Max Negative Pressure (PMAx-) PMAx- = gh(Oc GCpm - GCPi) PMAx- = gh(9c GCpnsg - Gro)
Device Oalculations:ASCE 7-10. Chanter 30. AD Sxhseatlnn.F
I'mIse
#H
Slze
Elevation.
x
s Area*;
�sArear
"7
"iGCa
,
,Zone_-
2 D,Y
z �;„I��Ita
x (ft,) ' ..
t''aGCa+x
ya
* .m
pax:_, Z
. (lb/ft)
2
140 x 86
Int
7
1 111
45.37
1.13
57.39
0.8
-0.9
39.5
-43.4
3
150 x 86
Int
7
89.58
52.08
1.03
57.39
0.8
-0.9
39.3
-43.2
CONCEALED FAS I tNERS OR A i IACH1;ELTS
ARE THE RESFONSIBIUTY OF THE
CONTRACTOR OR RECORD
SCANNED
BY
St. Lucie County
Q�TFF-14e
ST. LUCIE COUNTY
REVIEWED FOR CC;
PLANS AND PERfkf MUST BE KEPTJON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
SCANNED
BY
St. Lucie County
\\\(I111111f111/
DIBq�-�//
� Q�.•�\GENSF •., sJO i,
No PES232`8
,. TIEmxVgolla.. fact. I.UXOGECiBINamucoassanle. ND mowma/oMEllaMe arl C11W
EOWE9£OOfITJRffi1,sowmmwRTorXEvxonvwJxacRnnropwJrm°Ivsn amvmaR cnaaortu®ucwownxTxEJEmvaREsummucrs-•-, EExsumxsmcrwcatyNr •
vxnpnRo.RmovucrNmovxswmwsueamEs:mesiflESRORmEeNRi EaEuurNroxs
L NOEmTfC.nQ10RREVEW9Vi61®TIKl1MET�UNR81.@rN1YmRERRmURBA1R/LLmREES 691E9N1ElOBEbDR$SmmlMEP3iNmxOCWiR/GRIR,NDMEL°CILxIE➢NO C
�7�,�$n�{qr
S R? •� M
��C
)31Cd In 8CWIdIn1EL W1111ASCE 7-IO.
30. Wind Loads - Components and Cladding
SrNEXL�=UENREsN MMroMMQI•EIETOWnXEINIDTHEm/AILEOSmMMSOE9MMA KRxVWMMOMMNO.ORE NOSOE9TxmNOEE11rfEDININ 91pN6AWpm°
mECanRXr WWOORCMDMMILTENFY VEm�TRNEEG DURNOW°RKCm NomRN$fN41CN(FmnbYGTMFD4EF11CMMEMI DNTMEF ewe G
/ \O ��O�V
Pa S
Fdl7iort (2077)FfortJia Building Code
.(N°3EOIRUCNREIM
Egn1EmR91N1EN0lFm �OflECCNnJUNOcdl9fflUmnXAVOR�11E4T1EfldITlOR6NLmTMIDREEV,LIwEDE91N.X°WNIRNIIr.9MERQAlE9�°PW®,DCCNTNIm XEREN. /
R. oTENarxsnEs�owxrouusmsre°LwxmRcawDommo®ExERnmumEvwrvwrsnxnrrorxEmertnwn�Eae�xO,susumsualenxN,swsnaEwoxm�moEmi //
�)LI
wxnvcTopero0'aMT0. aDopwswswoflronswvox.
\ uu
��I
m 2018 E-Tempestcam
a awNmt soy.,naroMEIETOMaoRTEssmucmproRSGxasslavxwlyuG:ovrxsysvurcNDrwxmpetER.nxxoEswresESXWsxulw�txswGx�RmrumsrsolMwaxvwvxO
rsseureisrtrEBREmlrxamcuwlmwEemxprox,smDimmTTN,EcoxsmucroxmKcromffwxomMrvmcxsE/iLmmRWE«1Lm.RTEMR9WMemmamemoEwTD...Ins /
((U \
11llllllt
ID: odonnell-P5892
NMQWMe OE4 ate Mort/ WZJ08OeNMsasr GMTNm MOM Wa SOMCMTR,CTMmxImDAiRM10 l RE MMGNEERNOEGRM91 UWWHN n MEMW N
C['ET HAS
07/05/2018 Page t of 1
w,MKq Essen ua011NM:LUMTE01rpg11H91R90J1aN9RK91xLEE46owN F®monroRMsmucTEx.BIGx®IxOEVPE9i91ML�xoIF®M1Da1.Bl NJEf{WTlxnrmREEV411 K1EWp
waflNuwxo¢wmvmwJrxN:wRUENRCRMKmxmnRrolmECXTEx oEommEEaowxwmxsRxDExmcavJ wJo xmuur°xmlMTmws
' DaMsacrAaaryMs D®"e'Ee'•"DnDnoxnce�TFCNv1awNETMNmJp nENremm.
Willi RATS GINEER SEAL
9
•ureuTsu4JDDnwg°RmxmuwwJGsroTXsooculBlrnErrorrNTvn®,NoxvN.oNEmRcwrEUTou•
VA110 7)JOB ONLY
i
(n A
Krom, Sylvia Find
3200 Twin Lakes Terr. Apt 206 Impact Windows &
^� ? 772-465-0476
Jm Ft Pierce, FL 34951 Storm Protection
Fb m t+ m ns J
a>a$>
...
O
n
m m
OI�Vl Npiwq� eiop"I np�rvq '
)Wu1.ILNfN � S.ir41yi93]-
PIC T. ii vlo Ya
IA4aiLa),ma)
u rt[4(OYiD
Date: May 17. 2018 «,/j 6•
Prepared By: Rich Derrig 561-512.7215
To: Sylvia Krom
3200 Twin Lakes Terr Unit 206
Ft Pierce FL 34951
772-465-0476
c
now
Impact Windows &
? �g
Storm Protection
6402 SE Federal Hwy, Stuart, FL 34997
S
1740 N1V Federal Hwy, Stuart, FL 34994
PH:772-103-0201I FAX:.88-833,-11167
Email: tectiun.com
State #CRC 1331273
._..._--------- —
- - Customer Initials for,e�:.
_ _ __Description selected color
Provide_and Insloll Acc_o_r_dio_n_S_huMess for [ 2 _1 openings __ __ _____ .,.�.. ¢. •„< 4 I
1pru
Estimated Time for Completion:: 14weeks Y
# i
O enin Descrl n fio
_TO-
- -
I Amount
Size :Type-
141 X80 -IHV Accordion Shutter w/ 5-point locking system
Color
&ertze yJd(� $1,691.00 i
' i-141
i--
-
X80 HVAcc-dion utlerw/ 5:pomt locking system
---
A
_ _ Bronze v�- $1691.00 i
— --- _
- -� - - -- ----- -- ..._._..- -
- --- ---- -- -- - - ----- - —
- --I
-�-- ------ --- -- — -----
-- -- — ---- -I---- ---
6
i
1
7
8
L —I
------__....._.-------'-'-----�-------..—�
10
12 .
I- 13------------------------'--
-------
j 14
j= 15
----- --- ----
--I'--
�------'-- i
CuC1'�" 6c-ritAt ---'-- - - r
-
----� -
I 18
-- ------
----------
20
22
23
j 24
;_ ---�--
"` /ei3 �� --I-------
25
-�
Sublotpl F $3.382A0
i
Additional Labor Costs:
(Scaffolding. Remove& Rehang Shutters, etc.)
.--.I_Permit
Fee
I $280.00--�
Acceptance:------
,1 Total j _I
Accepted By: (./L��7�Li--•--__--$3_662.00
omeo QDate ' 3 _---.— �L
/I Slt Deposit L.-_. $1.831.00` I•,.
Accepted By: •7
O'Donnet Impact Windows Date
Terms and Conditions: This estimate is for completing the job descdbed above, based on our evaluation. Any unfoneen conditions such as: mold,
mildew, wood rot, major stucco & drywall repair, replacement of marble sills and/or inferior trim, any painting, etc.will be discussed prior to corrections
and o contract addendum will be submitted upon agreement between homeowner and contractor. All workmanship /materials guaranteed to be as
specified. The homeowneris responsible for carrying fire, flood and other necessary insurance. '
THANK YOU FOR YOUR BUSINESS
C�.I J.+-FLctr.y.N-