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April 6t',2021
St.Lucie County Building Department FILE
2300 Virginia Avenue COPY Fort Pierce,FL 34982
Re: ALMANZAR RESIDENCE—9500 S OCEAN DRIVE#201,JENSEN BEACH,FL 34957
PERMIT#2102-0465
Pursuant to request we have listed response below:
Comments Received 02/18/2021:
1.) Submit a site specific signed and sealed engineers or architects details. See section 1603.1.4 wind design
data of the Florida Building Code—Building, 7'Edition(2020).
-Please see newly submitted signed and sealed 3-page wind load calculation submitted with this revision.
We hope that you find this information helpful and should you have any questions please feel free to call on
Respectfully submitted, ENS
Specialty Engineering Consultan
�� No 77p12
D.Adam LeBlanc,PE Q 'L 3 �'• - Matthew Hallihan
Vice President of Design ^-dr T� CC
Project Engineer
State of Florida: ";�0 S L p
Registered Professional Engineer: .i
Special Inspector:
Certificate of Authorization: #009217
1599 SW 301'Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542
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Almanzar"°vmon:9500 South Ocean Dr#201
Jensen Beach,FL.34957
Change out: 1/0/1900
Mark Type W H
no size modifications
LIVING ROOM
FRONT DOOR
05
07 KITCHEN ,tilts[It 1111"
AM
BATHROOM
011P 1— 12 -. O �
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1of3 Specialty Engineering Consultants,Inc
Contractor 1sooSVvuo Ave.#oo
TmGmup Boynton Beach,rLou^2o
o7eowuRm Avenue,Suite o11 D.Adam LeBlanc,Ps#77o10
7-1n_C&C_MvHa—ToUBui|mngo_Almonzoc9non South Ocean o,#oo1_1 Hollywood,FLnoouu pLC/#nnno217
Home Owner: Almanzar Residence Contractor:TAI Group Impact Windows and Doors
Address: 9500 South Ocean Or#201 2750 N 29th Avenue,Suite 211,
Location: Jensen Beach,FL.34957 Hollywood,FL,33020 ���GiNEFq�yc
Date: 4/6/2021 Q _Specialty Engineering Consultants, Inc.
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Window/Door WIDTH HEIGHT Window/door Allowable pressure Req'd Wind Shutter Product rated
MARK SGD,mull (in) (in) replaced? Product Approval# see NOA Pressure,see calc's required? for impact? Comments
(y/n) + sf sf + psf H psf ( /n) (y/n)
1 SGD 71. 96. y 20-1119.19 70 130 58.0 106.5 n y Bedroom
2 SGD 71. 96. y 20-1119.19 70 130 58.0 106.5 n y Bedroom
3 SGD 106. 96. y 20-1119.19 70 130 58.0 106.6 n y Living Room
3B SGD 106. 96. v 20-1119.19 70 130 58.0 106.6 n y Living Room
4 SGD 141. 96. v 20-1119.19 70 130 1 58.0 106.E 1 n v I Living Room
5 WW 43. 96. 20-1119.16 90 130 57.1 105.2 n Livin Room
6 SGD 96. 96. 20-1119.19 70 130 52.8 95.6 1 n y IBathroom
7 SH 52. 63. y 20-1119.12 1 80 1 133.7 58.2 106.8 1 n y I Kitchen
NOTES
1 Replace existing doors or windows as designated with new doors w/current Miami-Dade product approval or State of Florida product approval
2 No change in'rou h opening sizes were made. The existing opening is not to be modified.
3 All door and window frames to be attached through wood bucks per NOA specifications.
Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturer's specifications.
4 Shutters are not re uired in accordance with the"Existing Building Florida Building Code"section 707.4,"area replaced is less than 25%of total aggregate area".
5 Wind design pressures are calculated in accordance with,Florida Building Code 2020,ASCE 7-16,Method 2,see attached calculations.
6 We have attempted to accurately depict the Feld conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a
substantial difference,then notify this engineer for a revised plan/calculations.
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Specialty Engineering Consultants,Inc
1599 SW 30 Ave.#20
Boynton Beach,FL 33426
7_16_C&C_HVHZ D.Adam LeBlanc,PE#77012
_TallBuildings_Almanzar_9500 South Ocean Dr#201_1 2 of 3 FL CA#0009217
Component and Cladding Pressures,Wall and/or Window components in accordance with ASCE 7-16 w/mean roof height>60 It
Home Owner Almanzar Residence
Address 9500 South Ocean Dr#201 I NEfR�y
Location Jensen Beach,FL.34957 i
c Specialty Engineering Consultants, Inc.
Date 4/6/2021
''ui S1�a~ Loads specified are for Allowable Stress-0.6*W ult 2.4.1#7 0.6D+0.6W
` Zone 4 Zone 5
Unbreached Unbreached
Effective Area
Opening of component GCp GCp GCp P P P P
Mark width in height in ftA2 (positive,4&5 ne alive,4 (negative,5positive negative positive negative
1 35.50 96.00 23.7 0.888 -0.895 -1.782 58.0 -106.5
2 35.50 96.00 23.7 0.888 -0.895 -1.782 58.0 -106.5
3 35.33 96.00 23.6 0.888 -0.896 -1.782 58.0 -106.6
3B 35.33 96.00 23.6 0.888 -0.896 -1.782 58.0 -106.6
4 35.25 96.00 23.5 0.888 -0.896 -1.783 58.0 -106.6
5 43.00 96.00 28.7 0.871 -0.889 1 -1.757 57.1 -105.2
6 96.00 96.00 64.0 0.792 -0.845 -1.580 1 52.8 -95.6
7 52.00 63.00 22.8 0.891 -0.897 -1.786 1 1 58.2 -106.8
V(mph) 160 1620 FBC for HVHZ,or Fig.26.5-lb
1.0
Building Category II Table 1.5-1,page 4
Exposure D Section 26.7
Length of Building(ft) 178
p G C.pJl
-q.l r G.C.pl)
Width of Building(ft) 178
Mean Roof height(ft) 206
Kz(h) 1.62 Table 26.10-1,page 268
Kd 0.85 Table 26.6-1,page 266
Kzt 1 Figure 26.8-1,page 268
pitch of roof 0/12 0.0 degrees
theta 0.0 degrees 5
1.0 Reduction factor for slope of roof
gh(psf) 90.51 Velocity Wind Pressure @ mean roof height
GCpi 0.18 0.18 0.55 0.55
al 17.80 10%of width I a 5 r C`
a2 17.80 10%of width 2 :� (j�N�
a3 82.4 0.4*mean roof height a a
a 17.80 End Zone distance 5
z(ft) 20 l0
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Specialty Engineering Consultants,Inc
CC
1599 SW 30 Ave.#20
Boynton Beach,FL 33426
D.Adam LeBlanc,PE#77012
7_16_C&C_HVHZ_TaIl Build ings_Almanzar_9500 South Ocean Dr#201_1 3 of 3 FL CA#0009217