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REPLACE DOOR IN 1 OPENING ONLY.
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NEW DOOR TO BE IMPACT RESISTANT-
HURRICANE SHUTTERS NOT REQUIRED.
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OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS
NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. I NEG.
1 36 80 20.00 4 58.4 1 -59.9 FL20468.1 67.0 -67.0 J FRONT ENTRY-LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
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ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH MINIMUM 1/4" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.
LESS THAN 30%OF STRUCTURE'S VALUE.NOT A RENOVATED BUILDING. EXEMPT FROM 2020 ENERGY CONSERVATION CODE.
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES',
MEAN ROOF HEIGHT= 105 FT 6 IN
DONAHUE CONDO UNIT
10044 S. OCEAN DRIVE, UNIT 1105 DOOR REPLACEMENT PLAN
JENSEN BEACH, FLORIDA
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ENGINEERING 954�17 1 44491-63071759215 Page 1/2
d E PRESS° �
Date: October 25th, 2021
ASCE 7 Components & Cladding Wall Pressure Calculator \\\%till
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Prepared For: �NSE O
J&G CARPENTRY,.INC �' �`G q9 4(
7030 SW 16TH COURT
PEMBROKE PINES FL
Project: DONAHUE CONDO DOOR
REPLACEMENT IFLO'i'\�'
Project Address:
10044 S. OCEAN DRIVE UNIT 1105
JENSEN BEACH Florida Box for Engineer Seal Only-Original Rqd for Permit&Use
**See below for sealing engineer.
The following has been considered in determining allowable stress design (ASD)wall opening pressures for the above-
referenced location.
ASCE: ASCE 7-16 (7TH EDN FLORIDA BUILDING CODE, 2020 FBC,
2018 IBC) NEAN ROOF
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Wind Velocity: 170 MPH
�i°fm°II \ \ FAVE ROOF
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Exposure Category: D =❑
Kd: 0.85
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E/� 'S 4O 5 515
t. 1 IE45T NORM
Minimum Building Dimension: 134FT a� fELEVATION
� 2 DI NSION 2 ENSION
�DIM
Mean Roof Height: 106FT LEAST MEHORIZONTAL
Unit Elevation: 98FT s s
ROOF SLOPE: FLAT(<100)
Number Of Openings: 1
ROOF
Shutter: NO FLOW I HEIGHT B°
Mark: 1 1 4
Height Of Opening: 80 IN PLAN'wlEw ELEVATION ®° o s
g p g• COMPLEX .5 5 I "-I-
Width Of Opening: 36 IN CORNERS
BUILDINGS>GO'ROOF HEIGHT
Zone: 4 309i OF LEASTHOR ZONTAL DIMENSION OR 40%0F MEAN ROOF HEIGHT(MRH),WHICHEVER IS LESS
BUT NOT<4%OF LEAST HORIZONTAL DIMENSION OR3FT.•FUSE CORNERZONE 5 IFATALLIN QUESTION.
SHUTTER OPTION FORCES OUTPUT TO HEIGHT-HEIGHT/3.
Based on the above, the following ASD design pressures apply for the
opening marks which shall correspond with contractor-supplied building
layout:
a: 13.4 FT
Mark: 1
Wall Positive Pressure: 58APSF
Wall Negative Pressure: -59PSF
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Design pressure results are in accordance with the Building &ASCE 7 codes listed above for an ENCLOSED structure only
(Gcpi=+-0.18). Results are based on contractor-supplied data and are not field verified by this office. Input shall be verified
by others prior to permit& use. Selection of all components&their respective approvals shall be by others and are to be
within the ASD design pressure limitations stated herein. Results only valid with original or verifiable digital seal by a
licensed PE of this firm. For more information on any of the terms listed herein, of�to use a design tool to evaluate your
openings, visit Engineering Express.com/Wind.
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ENGINEERING 95417 44491-6307175926 Page 2/2
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**This document has been signed by one of the following engineers.Refer to name in stamp for applicable engineer.
C/A 9885 Frank Bennardo PE 0046549 Richard Neet,PE 86488 Andrew McCann PE 92471
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