HomeMy WebLinkAboutDOOR REPLACEMENT PLANRECEIVED
IDEC 13 2018
"r Lucie County, PermiEElflq
Ptlgtz- 0 Z93
ST. LUCIE COUNTY BUILDING
REVIEWED FOR COMPLIANCE
PLANS AND PERMIT MUST BE KEPTTaN JOB
N
SITE OR NO INSPECTIOS) WI E MADE
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CQNIRACTOR OR RECORD
SCANNED
St. Lucie County
IN 1 OPENING ONLY.
OPENING HAS EXISTING HURRICANE PROTECTION INSTALLED
UNDER PERMIT#1504-0106 PER HOMEOWNER.
OPENING
PRODUCT
DESIGN
OPENING
SQ.
WIND
PRESSURES
APPROVAL
PRESSURES
COMMENTS
NO. WDTH. HGT.
FTG.
ZONE
POS. NEG.
(N.O.A. #)
POS. NEG.
1 1 60 1 80
1 33.33
4
1 35.1 1 -38.3
1 FL20101.1
50.0 1 -50.0
LIVING ROOM -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 3116" 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 2017 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 = 13 FT 5 IN
WISE CONDO UNIT
5846 SUMMERFIELD COURT, 51 D
FORT PIERCE, FLORIDA
DOOR REPLACEMENT PLAN
Wlndload
WIND
cl
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY =170 MPH MRH <_ 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'C'
BASED ON Kd = 0.85
INTERIOR ZONE�I)PRESSURES
Mean
DESIGN PRESSURES(PSF) -Z
NE4
Tribute
rea Sq Ft
_
Roof
10 20
3040-41.0
n
-39.3
-38.3
-37.+37.8
+36.1
+35.1
-3 .8
+34.$
-39.1
+3.
38`
-42.6
-40.8
18 ft
+39.3
+37.5
+36.5
+35.7
+35.2
-43.6
-41.7
-40.7
-39.9
-39.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-45.7
-43.8
-42.6
-41.9
-41.3
25 ft
+42.1
+40.2
+39.1
+38.3
+37.7
-47.4
-45.5
-44.3
-43.5
-42.9
30 ft
+43.7
+41.8
+40.6
+39.8
+39.2
-49.0
-47.0
-45.8
-44.9
-44.3
35 ft
+45.2
+43.1
+42.0
+41.1
+40.5
-50A
48.3
-47.1
-46.2
-45.5
40ft
+46.5
+44.4
+43.1
+42.3
+41.6
-51.7
-49.5
-48.3
-47.4
-46.7
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-52.8
-50.6
-49.3
-48.4
47.7
50 ft
+48.7
+46.5
+45.2
+44.3
+43.6
-53.9
-51.7
-50.3
-49.4
48.7
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-54.9
-52.6
-51.3
-50.
-49.6
60 ft
+50.6
+48.3
+47.0
+46.
EXTERIOR ZONFlJPRESSURES
Mean
DESIGN PRESSURES PS - Z0blES
Rof
Tribute
Area S Ft) 3
rght
10 20
30 40 50
/
-50.6
-47.2
-45.2
-43.8
-42.7
15 ft
+37.8
+36.1
+35.1
+34.4
+33.8
-52.6
-49.0
-47.0
-45.5
-44A
18 ft
+39.3
+37.5
+36.5
+35.7
+35.2
-53.8
-50.1
-48.0
-46.5
-45.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-56.4
-52.6
-SO.3
-48.8
-47.5
25 ft
+42.1
+40.2
+39.1
+38.3
+37.7
-58.6
-54.6
-52.3
-50.7
9.4-
30 ft
+43.7
+41.8
+40.6
.
39.235
'60.5
-56.4
-54.0-
ft
_+45.2
+43.1
+42.0
4 S40ft-62.2
-58.0
-55.6
kfZ�l
'
.5+46.5
+44.4
+43.1
t
.6"45
-63.8
-59.5
-57.0
-55.2
=
ft
+47.6
+45.5
+44.2
+43.3
+42.6
-65.2
-60.8
-58.3
-56.4
-55.0
soft
+48.7
+46.5
+45.2
+44.3
+43.6
-66.5
-62.1
-59.4
-57.6
-56.1
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-67.8
-63.2
-60.5
-58.6
-57.2
+50.6
+48.3
1 +47.0
1 +46.0
1 +45.3
Q ENCLOSED STRUCTURE, FLATTERRAIN MRH=MEAN ROOFHEIGHT
(SEE BELOW)
4 INSTRUCTIONS FOR TABLE USE:
1. IDENITFYTHE ZONE OF THE OPENINGAl81!- ICI ERIOR-HONE 4) OR EXTERIOR (ZONE 5) PER THE
URE BELOW LEFT OR INFOR ON'P OVIDED� ERS.
1.1. ANY QUFSTTONABL OP f� TOT�ECAN. SLED THE MORE CRITICAL (EXTERIOR) ZONE
S.
11 11�r1V'1��rTTTi_(�c7ta9 NSIGEJJ�T 2. IDENTIFYTI BUILDING MEA ERAG Fj FROM THE LOWEST GROUND ELEVATION. IF
MEAN ROOF HEIGHT CANNOTBB _ NT4FIF.D,A'USE,TH PEAK (HIGHEST) ROOF HEIGHT.
THE HEIGHT
3.1. USE THE AREA
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
31 (10 SQUARE FEET) SHALL BE USED.
ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
I ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
27 TABLES ARE TO BE USED IN CONFORMANCE WITH -ALLOY
'SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CM
2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOC
NORST CASE CRITICAL CONDITIONS SHALL BE ASSUMED FO
�1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF T
KHAN THE RATED LIMITING WIND VELOCITY ABOVE.
'3. TOPOGRAPHIC FACTOR Krt=1.0 FOR FLAT TERRAIN USE C
4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR U
S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCI
HVHZ = HIGH VELOCITY HURRICANE ZONE.
6. THTABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7. IS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-!
8. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIG
THE USE OF THESE
(LOGY' PER ASCE 7-10
EXPOSURE SPECIFIED.
MATCH OR BE LESS
DOCUMENT.
& RAISED SEALED
OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(4), EXTERIOR ZONE[2jROOF-HEIGHTEXPLAINED LEAST HORIZONTAL
cmmwzLAoTx-4awn
m zx O..00 xx.+o
. Tn" 0 rn fa m �n m
-r i o z c
m v m o 3 y u ic i -
a "''A
41
Z
Dy .D.
o_
.�
m
f�f
ilk
'��
In X 'T 0
Z O
DIMENSION
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M ROOF PEAK ROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION.
m ? O D 2 a
H
C 2
m
i.
(f) i
p
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEANROOF�2 5 ®
u
=OzN C �° a p
2
H
m i�r
3
REQUIRED. MEAN EAVE HEIGHT
ROOF 0.00E
'" a o i 1Mn x m D
'"� � D O D
m D=
Z�
V'
w
m-' D D
u u HEIGHT HEIGHT
S
O
.D+ p
G j O C g O A ,z-, 0 r
zr�a0�02�.�.22m
41 O
Z
() C3 H T-
In0QD
5 0
® ® ® 4
�Hzp'=m$FzSar"�
o�ZU)
5 5 �'3 PLAN VIEW
\
� i� wo�r�n NCH
o
p111
a~Q 5 COMPLEX
o Ul A m
F
Z
N�� r
ELEVATION o f ISOMETRIC CORNERS S
5
°n IA G o m O
r
p-<
W
p
O
O
H=MA Kb
INRISSUE
JUKWh
GSS
GHKU
TSB
UATE
03/05P
�l
,nrj
>p
3
(n
V
J?
c�i
REV-ADJUSTEDHEIC4TTS
GSS
TSB
04109/1
REV2014 FED
DGM
TSB
0611011
UPDATES, 2017 FBC
FLB
FL
112117
iXI3DOLVNBrtO1HEFROFEIt1Y0F BKII�EWNn DtPRF53,
,wosxR4rroree RlPRooucmwwxttEORPART81mau7
L~A)
ppQ
Li
p
ADOIIDN4,OROIHERNOmdx TMSOON4FNIN1<NOT
PFRM1RIim PND NVAIDAlEOLIRODUIRGTNRI
6TH EDITION FLORIDA BUILDING C
2017
ASCE 7-10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7-10
ENGINEERIm
NG 9-o
EXPRESS® '1 160 SW 12th gAVENUE, SUITE 306 8
DEERFIELD BEACH, FL 33442
P: (954) 354-0660 F:(954)354-0413 o
CERTOFAUTHp8805 v O
E: HELLO@ENGINEERINGEXPRESS.COM o (n F4
ENGIN EERINGEXPRESS.COM ` 00