HomeMy WebLinkAboutDoor Replacement PlanRECEIVED
SEP1®ZU,
St. Lucia County
ermitting
REPLACE DOOR IN 1 OPENING ONLY
NEW DOOR TO BE IMPACT RESISTANT -
HURRICANE SHUTTERS NOT REQUIRED.
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RFVIEWED FOR
CODE COMPLIANCE
ST. L CIE COUNTY
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OPENING
PRODUCT
DESIGN
OPENING
SQ.
I
WIND
I
PRESSURES
APPROVAL
PRESSURES
I
COMMENTS
NO. WIDTH. HGT.
FTG.
ZONE
POS. NEG.
(N.O.A. #)
POS. NEG.
1 36 T 80
20.00
4
57.7 1 -59.0
FL16708.1
1 65.0 1 -65.0
1 FRONT ENTRY - LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
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 9 IN
LASHLEY CONDO UNIT
10044 S. OCEAN DRIVE, UNIT 1005
JENSEN BEACH, FLORIDA
DOOR REPLACEMENT PLAN
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ENGINEERING
EXPRESS °
Date: August 31 st, 2021
94180 1 44439-5454861111 1 Page 1/1
ASCE 7 Components & Cladding Wall Pressure Calculator``��,,,,,I�,��,
Prepared For:
J&G CARPENTRY, INC
7030 SW 16TH COURT RECEIVED
PEMBROKE PINES FL
Project: LASHLEY CONDO DOOR REPL)�CAIR402'
St. Lucie County
Project Address: Permitting
10044 S. OCEAN DRIVE UNIT 1005
JENSEN BEACH Florida
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No 4654-
STATE O
..4011110
Box for Engineer Seal Only -Original Rqd for Permit & Use
Frank Bennardo, PE FL46549 or Richard Neet, PE FL86488
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)
Wind Velocity: 170 MPH
Exposure Category: D
Kd: 0.85
Kzt: 1
Minimum Building Dimension: 134FT
Mean Roof Height: 106FT
Unit Elevation: 90FT
ROOF SLOPE: FLAT (<100)
Number Of Openings: 1
Shutter: NO
Mark: 1
Height Of Opening: 80 IN
Width Of Opening: 36 IN
Zone: 4
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: 57.7PSF
Wall Negative Pressure: -59PSF
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�'a;k ELEVATION 1"a,
LEAST HORIZONTAL
DIMENSION
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WIND_,
FLOW
PLAN VIEW \O
COMPLEX 5 5
CORNERS
BUILDINGS> 60' ROOF HEIGHT
R'=10960F LEAST HORIZONTAL DIMENSION OR 40%OF MEAN ROOF HEIGHT (MRH), WHICHEVER 15 LESS
BUT NOT<4XOF LEAST HORIZONTAL DIMENSION ORSFT. "USE CORNER IONES IF AT ALL IN QUESTION.
SHUTTER OPTION FORCES OUTPUT TO HEIGHT • HEIGHT/ S.
File Copy
REVIEWED FOR
CODE COMPLIANCE
ST. lLUCIE COUNTY
R®CC
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, or to use a design tool to evaluate your
openings, visit Engineering Express.com/Wind.