HomeMy WebLinkAbout2011-0540 RevisionaroJ45���05"�'6
OFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
PERMIT # „20 11 - O'S Cln
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
L ADDRESS
ry�oZE
2.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3. CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #: ST. LUCIE COUNTY CERT. #:
BUSINESS NAME: /
QUALIFIERS NAME:
ADDRESS:
CITY: w RE STATE: _ ZIP:
PHONE (DAYTIME): - - FAX: -
4. OWNER/BUILDER INFORMATION:
5.
NAME:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION
NAME:
CITY:
PHONE (DAYTIME)
SLCCC'. 9M3
IhvifM 04R62010
FAX:
W
io/l-Kerno(�✓e livingq room �-
h door irOrvl
GS iv
'0 BE IMPACT RESISTANT -SHUTTERS NOT REQUIRED
OPENING
NO. WDTH. HGT,N.OA#)
RODUCT
PPROVAL
DESIGN
PRESSURES
POS. NEG.
COMMENTS
jFrGZONE
"P�RESSURE
MI
MR ISRize
L16]08.1
85.0
-85.0
BACK GARAGE-ISMI
REPLACE EXISTING DOORS & SIDELIGHTS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS & SIDELIGHTS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR & TRANSOM FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH MINIMUM ll4' TAPCON SCREWS INTO CONCRETE
WRH A MINIMUM 1 1le 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= 15 FT 6 IN
FURGASON RESIDENCE
2171 S. BROCKSMITH ROAD DOOR REPLACEMENT PLAN
FORT PIERCE, FLORIDA
FLORIDA BUILDING BUILDING CODE (2017) ASCE 7-10
INTERIOR ZONk4)PI
Mean OE9m FRESSURFS
Roof T' artme
Heigh 10 30
0-15R 41.0 1 AV.3-38.3
g7kA36k+35.1
Qf
+39.3
+ S
.36.
+�'S4
+35.2
-
.W7
r39
-39.4
2011
HU.2
+38.3
+3] 3
+36.5
+35.0
45.7
-43.9
42.6
41.9
41.3
L511
M2.1
NO.Z
139.1
IM.3
+37.7
47.4
45.5
44.3
43.5
42.9
3011
'43.7
1418
+40.6
+39.9
+39.2
49.0
-41.0
.bib
449
-41.3
35II
+45,2
+43A
N2.0
+41A
140.5
'5UA
48.3
471
46.2
45.5
4011
H6.5
M4.4
All
423
11.6
51.1
49.5
48.3
474
467
45It
141.6
+45,5
+M.2
+43.3
MZ.6
52.R
-SE
49.3
bR.4
47.1
'A II
+48./
MG.S
+45.2
+44.3
M3.6
539
51.!
-503
Al4
-08,7
5511
M97
+47A
M41
+452
'495
549SZ.6
513
503
49.6.
W it+W
6
NB 3
"47X
M6.6
M93
EXTERIOR ZONE{S�PRESSURES 1
Mean UF8MkEMUR6SIPS -WNE5 Ia4
-50.6
47.2
45.1
-m.e
1
'
0-15R
+31.8
+36.1
+35-1
EMA
33 8
�
_
-52.6
49.0
470
4S.5
444
-
38R
+39.3
.37.5
+36.5
+35,7
+35.2
-53.8
SOA
49.0
4 S
45.4
2011
N0 2
+38.3
.37.3
+36.5
136.0
a
-56.4
52.6
-50.3
481
41.5
ni
25 R
'42.1
+40.2
+39.1
+38.3
+37.7
--
-.58.6
$4.6
-S2.3
-517
-49.4
N.
GE
3UN
+43.7
+41A
M0.8
+39.8
'+39.2
1.
-W.5
-564
S4.O
-52.9.
51.6
SEE
11
3511
+452
'43.1
N20
AAGS
62.2
SILO
55.6
_NI_1
-�3.8-
-32.5
9011
MRS
14.4
+43,1
42.3
141.6.
4.
63.8
59.5
-57.0
-55,2
-51
5'
450
+CL6
+45.5
+44.2
M33
M2.6
j'
-65.2
-WA
-58.3
56.4
55.0
E
WR
,66.563.]
'S9.4
57.6
56.1
T,N
5511
+A9,7
+47A
46.1
N52
M9.5
'IIO
67.8
-631
-60.5
�58.6
S/ Z
sm
bail
+50.6
+48.3
+47.0
+46.0
E153
TT!
WIND VELOCITY = 170 MPH MRH 560'
I�
EXPOSUREIC' BASED ON Kd=0.85
ENCLOSED STRUCTURE, f LAT TERRAIN MR.-MEAN1100F.RGHT
ISff BELOW
ZONE NI PEN LID
VALID fOR ALL R00 SLOPiS FE SG3R7 <LC, INUIMER BR RE DIICr1ON5.
/CALCULATE INF IRINUTRRY PEROF OPRNNRX AS N AIR (NEIGH - WIDTH) UR ON
OX LENGTX (IIEIGIfI)'AN fiFECIIVE 1I11 OF tQ/J� GM1M[I41R /]).
USE 14E AREA BETWEEN -BUT Igh'Mktffit CNlr- TIIIS INCLUDES AREAS BEIWEE. SiRLXSUMI
MILLS, COLUMNS, ETC.
3.2. II' TIIE TRIBUIMY AREA 01 AN OPENING O.AUT BE IDEMIIFIEO, III,. SAINUESI
(IU SQUARE FEET) S.l RE USED.
13 MN WB IITSA1111DUSED MEUTTRASTAREA
PU11DOW 1.'-A SMAILFR 1A01 E VAUIE. FOR I ARGLN IRUUTARY AREAS
READ UEI IVa1TIVF. wNU NEGATIVE PRESSURES MAX USE AS REWIW D Xr AD IOCAI. NUNICIYA DIY N
cONOAncI wm1090E
. FOR SITUATIONS TIPT REQUIRE UA-1.0, TABLE VALUES ARE UNOFNTIEFIU RO Br A.1 ON OF L I. VPNHY ITT
QUIREMENTS WITH IAQL XF.ICIFAIITY PRIOR TO TABU USE.
NERAL NOTES:
TABLES Re Rin 9iHVN5EA14B IDIOT OR ICuslNc IHEnTR`TXN. ASou nEo 1511. nen uo rnE o/-u
REN.a IS MSED.. FEE I SESOND B119I IFE(WIN V OFOASSS�ORI[IFWIEND VFIHSTV KFI SIRESFIELD.
IS All 11 ISN(XTECAN.IS INDEPENDENT OE TI IDS IUTNG FIHUFT,rURY 111 MAT1'AT II I"
THEM IU I 1 LNG . SELEFFIll AOONE.
fDNO4MRU CFREE. N.-OfOR'M NUIN BE O`FY,MO'l IILLSSSII pLA1.111AIA
,r - rnE srROrTURP Om v.
- 1:1. EXCEP! AS EXYAESSLY R
INTERIOR ZONE(4), EXTERIOR FORNBt ZO _ 4MEAN ROOF HEIGHT (MRH) EXPLAINED a9 o�i
=1
0%OF IFASFIIOM1RONTAL OIMENSIONYM.4R%OF MPJp IEASI HONZONTNI C}'m>Dpp O9
ROOFHEWIII(MNI),WHICHEVER 95 SMALLER, aDTNOQLm RAN ROpI I DIMENSION �I pZD+fpprIA4A
THAN 4%OF LEAS I' HORIZONTAL DIMENSION OR 3FT USE /"EIGHT TO IN
TO 30CCD3
CORNER ZONE 5 IF AT ALL IN QUESFION CONSULT AN ENGINLIR .( "F" 39LOIRIiI V�mSm
FOR A MORE SPFCII IF INIERPRETAT1ON If R[QUINFU (
BEEF S) l4) 41 ,. LtM4o
"R ""l2) ROOF IIfIGnT Nmp2
H ,M HNG11T "T wINO S
I 1 II HEtlH now 1R
VVID
(5j 14.1 t' (51 a5�(1(�4� �,� )( �4) 'a PLAN
41 DQ
ISOMETRIC C00. ERS.k5y5 oo
ELEVATION B rr'd mm'
6TH EDITION FLORIDAF BUILDING CODE
r 3 k pkV.xIRIRTE01HM6 G4 TSB DANYII 2017
., IEVIDIIRC OCV4 TSB BNId15
�T C IWBEa3011 {NC _ FLe _ ELT.- ivU ASCE R C CHAPTER 30
u F r+ A 011¢R _ _ PH Fa - TWIS DESIGN LOADS FOR COMPONENTS IS CLADDING
IMlxruxMexE. MIMNUra LNMlMx.INRRR MASTER THAN SHEET
ncrG '7_in
AREINTENDED.
i NA
NA=O�CII:1= 11
Na lnAN
It
>>a D
St
aN�P op Or 9�p �S n ADP s=v
m
6 < :i O
i-A. `-I \ O
CORPORATE OFFICE:
160 SW 12[h AVE, SUITE 106 9?��xy
DEERFIELD BEACH, FL 33442 I N, k: C)
(954) 354-0660 H66-396-9999 a SI>
TEAMOENGINEENNGE%PRESS.COM