HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOgtPgION TO BE ACCEPTED
p
Date:: ii (y BY Permit Number: i 1 I l -'dal N
St. Lucie Count
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line `':= " 4
ENT LOCATION:
Address:
Legal Description:
■I
Property Tax ID #: 2 4a f ' 7aa-oo qd
Lot No.
Site Plan Name:
Block No. a
Project Name:
Setbacks Fr
Back: Right Side:
Left Side:
DETAILED DESCRIPTION OF WORK: III
CONSTRUCTION INFORMATION:
itiona wor to e e orme un er t is permit— check a apply:
In
�HVAC E] Gas Tank ❑Gas Piping _ Shutters Windows/Doors
•E] Electric 0 Plumbing Sprinklers ElGenerator FIRoof
Total Sq. Ft of Construction: ^^,,
Cost of Construction: $ 1o0c)
S Ft. of First Floor:
Utilities:SewerElSeptic Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name %
Name: E Ut9 s1 2i'
[tZ
{ ,A
Address: L
Company: CO
City: &A State:
Zip Code: 3491s7 Fax: 1(14
Phone No. of t4
Address Sit/ I
C/ %-C
City:
Zip Code: 3N9'5-3
Phone No. D
State:
Fax: ill.Q
a 3
E-Mail: I
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail:
`^M
_Qf,!�q
State or County License: 27
c2'
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
.,
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
Name:
MORTGAGE COMPANY: _ Not Applicable
Name:
Address:
Address:
City: State:
Zip: Phone:
City: State:
Zip: Phone:
FEE SIMPLE TITLEHOLDER: _ Not Applicable
Name:
BONDING COMPANY: _Not Applicable
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencine work or.recordin¢ vour Notice of Commencement. _
Lessee
STATE OF FLOI A
COUNTY OF 9� _ I_vc%'O,
The forgoing instrument w s acknowledged before me
this�A day of d 4 20 14 by
STATE OF
COUNTY(
The for oing instrument was acknowledged before me
this day of - 20__g by
(Name of person acknowledgi ) (Name of person acknowle ng )
(Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida I
�` GIVENS
Personally Known , Produced I� icgt{otnt flonda personally Known OR Pro ced Identification
Type of Identificatio Prt� d•,, tAtat�Pl_ ec 1 Type of IdentificationqPraACommission No�� •0oe$Ovk
National Notary Ass°• Commission No. C-C. : �° No!$aj{blic - State of Florida
Eo� n°;�- Bon • E My o1h7d� Expires Dec 16,201
_ 'a Commission # EE 858761
Revised 07/15/2014
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Florida Building Code Online Page 1 of 3
L Flodda COPS myFlorida Lago Towne ap k
Dap'
D
Business
8
Pmhssk
DX Flodda Depamnent Hot Submit Slats ^^M FBC BCIS ^
of Business a CIS Home �Loe In User Registration 0 & l Publications Site Links l Search l
Pmresolonal Tonics Surcharge Staff
Regulation Facts Mao
oduct Approval
SER: Public User
0 Product Approval Menu> Product or Application
Search> Application List> Application Detail
o rnseeefine
FL #
FL7152-R4
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer Amarr Garage Doors
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336)251-1309
dannyjoyner@amarr.com
Authorized Signature Brandon Gentle
brandon.gentle@,amarr.com
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1308
brandon.gentle@amarl
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
r Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Thomas L. Shehnerdine
developed the Evaluation Report
Florida License PEA8579
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey
Quality Assurance Contract Expiration Date 01/01/2099
Validated By Steven M. Uricb, PE
Fv Validation Checklist -Hardcopy Received
Certificate of Independence FL7152 R4 COI Statement of Independence 2013.rdf
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Florida Building Code Online
Page 2 of 3
Referenced Standard and Year (of Standard) Standard
ASTM E1886
ASTM E 1996
ASTM E330
ASTM F588
DASMA 108
DASMA 115
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
06/24/2013
Date Validated
07/03/2013
Date Pending FBC Approval
07/07/2013
Date Approved
08/23/2013
Summary of Products
Year
2005
2009
2002
2007
2005
2005
1994
1994
1994
FLY
Model, Number or Name
Description
7152.1
Heritage (M950), Oak Summit
9' wide 24 Go Heritage and Oak Summit 1000 and
(24 Go only, M655)
2000 Models 950, 950i, 655, 655i
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7152 R4 11 IRC-9509-180-21 Drawing 7-10 FL
Rev.ndf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Thomas L. Shelmerdine FL PE 48579
Design Pressure: +51.1/-60.3
Created by Independent Third Party: Yes
Other: Glazing is not available. Approved for use in
Evaluation Reports
HVHZ.
FL7152 R4 AE ATI A7420.01-106-18.udf
FL7152 R4 AE Herlmee doors with wood
overlay.pdf
FL7152 R4 AE IRC-9509480-21 Evaluation Report
7-10 FL rev.ydf
Created by Independent Third Party: Yes
7152.2
Heritage (M950), Oak Summit
9' wide 24 Go Heritage and Oak Summit 1000 and
(24 Go only, M655)
2000 Models 950, 950i, 655, 655i
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7152 R4 II IRC-9509-169-15 Drawing 7-10
FL.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Thomas L. Shelmerdine FL PE 48579
Design Pressure:+45.3/-51.2
Created by Independent Third Party: Yes
Other: Glazing is not available. Approved for use in
Evaluation Reports
HVHZ.
FL7152 R4 AE ATI A7420.01-106-18.0
FL7152 R4 AE Heritage doors with wood
overlay.odf
FL7152 R4 AE IRC-9509-169-15 Evaluation Report
7-10 FL rev.t)df
Created by Independent Third Party: Yes
OWF
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Florida Building Code Online Page 3 of 3
7152.3
Heritage (M 950), Oak Summit
16' wide 24 Ga Heritage and Oak Summit 1000 and d(24
Ga only, M655)
2000 Models 950, 950i, 655, 655i
Limits of Use
Installation Instructions
Approved for use in RVHZ: Yes
FL7152 R4 II IRC-9516-169-26 Drawing 7-10 FL
Rev.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Thomas L. Shelmerdine FL PE 48579
Design Pressure: +45.81-49.3
Created by Independent Third Party: Yes
Other: Glazing is not available. Approved for use in
Evaluation Reports
HVHZ.
FL7152 R4 AE ATI A7420.01-106-18.pdf
FL7152 R4 AE Heritage doors with wood
overlay.ndf
FL7152 R4 AE IRC-9516-169-26 Evaluation Report
7-10 FL rev.pdf
Created by Independent Third Party: Yes
Back Neat
Contact Us:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement::
Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response
to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by
traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I), Florida
Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an
email address if they have one. The malls provided may be used for official communication with the licensee.
However email addresses we public record. If you do not wish to supply a personal address, please provide the
Department with an email address which can be made available to the public. To determine if you we a licensee
under Chapter 455, F.S., please click here .
Product Approval Accepts:
EII-JIFWIIM
Sea ityMatncsfor PCI Compliance, CSA, IDS, Penebadon Tesfing, FDnmsloe, and Vulnerability
https://planreview.martin.fl.us/UserFilesPublish/35977/3594831ainarr%2Ocover.htmlamarr... 1/22/2014
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS,
ME HOOZONTAL JAMB OR HEADER RECEIVES NO PORTION OF ME LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXMUM DESIGN LOADS OF:
+230.0 LBS/PT h —271.4 LBS/FT
3. DOOR AND HAROWME WLL BE DESIGNED, MANUFACTURED
AND INSTALLED MIT STANDARDS AS SU FORM BY VASMA.
4. DOOR SECTONS SHALL BE 24 GA. (.021S) MIN. E%TERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO TO' HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/B' R—TRUSS PER SECTION
B. MRS OVER (4) SECTIONS REFER TO TABLES I AND 2
ON PAGE 3
B. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY REGISTRED PROFESSIONAL ENONEER FOR WIND LOADS
INDICATED ON MIS DRAWNG IN ADOITON TO OTHER LOADINGS.
S �
I 1
AVAILABLE TRACK CONFIGURATIONS
N.T.S.
INTERIOR OF GARAGE
+( MAX MOM B'0' )�
DESIGN LOADS
+230.0 LBS/FT SEE NOTE 2
—271.4 LBS/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
5116' % 3' L15 SCREVS STARTING 6' FROM ENDS THEN 20. IC. 11 I/C' EMBEDMENT)
'Goo
MLTI KVM BOLT 3/B' % 4' STARTING 6' FROM EPITNDS THEN 24• MC, Q 1/2' EMBEDMENT)
HILTI SLEEVE AHCHDR 3/B' % 2-3/4' STARTING 6' FRCM ENDS THEN 18' O.C. O 1/4' EMBEDMENT)
TTV/RAMSET REDHEAD ITRU—BMT) 3/6' % 4' STMTMS 6' FROM ENDS THEN 24. U. 12 1/2' EMBEDMENT)
SIMPSON V4' % 3' TNEN SCREVS STARTMO 6' FROM ENDS. USE PAWS OF FASTENERS
Q' APART) AT S' = 0 V2' EMBEDMENT)
HLLTI 1/4' % 2-3/4' KV1K—CCN IT- SOREVS STARTING 6• FROM END, USE PAWS OF
FAITEIYRS (3' APART) AT B• = Q 1/4' EMBE➢MEAN)
IQLTI SLEEVE ANCI®E 3/D' % 2-3/4' SlAQi1NG 6• fR011 ENDS iIEX 22. OG O 1/4'
OBEDIENT) OR, WE FASTEMERS FOR H3.L0V C-90 BLDCIO
4AOS AND BOLTS SAN 8E CIHSiIERSLWK TO PROVIDE A FLUSH MOUNTING SURFACEPPREPARATIO! OF VOOD JMBS BY OTHERS
000 CONCRETE MLLPI HL GROUTED HLOC
STRUCTURE }CONCRETESTRUCT�STRUCNRE '(STR—UCTL1(WE
VI 2' MM 2-3/4' MIN 1-1/2' MIN 1'
2%6 JMB
UP. 3 NM
TABLE 1
TABLE 2
TABLE 4
TABLE 3
aY mo�wmwmJul 6f
A ARWBNAOID�I�6ARD A0D OL11+0911
s u Vflcmc IM3M Dx
'fl9m
ZE kp
Sle
{,{{{{{1111111ISHEIII�
OEM PSP C {eiPS GEN91M{c'i•(yr A�
P 9�
'V
-su.3 Par k p O 6 %.i
6� No 0048579
a bF w�
PESISTM'CE
E¢ g"
��
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us uvltw[ roar vdnw-soot xc eno vw.0Mm,
MODEL 050 HPRItAGB (24 GA) 1000. e000
MOM 60 oea 8oem'3' IN GA) 1000. 20M
on, LONG, mm ANT OAH 5UUMUT PANRLS
su a3N ar a3 o3a m/IyD3 aGnG coax
HZ21
B am®er AG a¢ IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY
xa 3 a,3
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED
SECTION CONFIGURATION)
TOP
A
B
C
D
E
F
G
H
T
r}'6.,6!«;±
5il/2}
Rtfi"i
39�:.52Is
:p",:
�
,••w
N: "nEo"�M,'
e-7fia1/2'Y
7'
S 1/7'
16"
37"
58"
76 1/2"
T,8"ym'
S#4[2
9k3.;r.`
31,t
1,49i."
7a'A'r$2d
8'
31/2"
18"
34"
52"
70"
881/2"
l8'.Ba.
�i1(.29
�15'+..:
°37>.t
58 .;
�d76#h
UsXi3HF:'8:?-r,,,�
Y$.'ti,1'!2'.
9'
S 1!2"
13"
31"
49"
67"
85"
100 1/T
�Be.6s,
5'u1Y2t
.16'�
39Y,t-,524:,
.:Z "a
t86td
45�'iirt
�'" .1F4�.
11U6�1/2„
10'-
5 1/2"
18"
37"
58"
76"
94"
112 1/T
10ie'"
b"A729
a16"y'
�7 '
P 82{
at79,w?
71'
5 1/2"
16"
34"
52"
70"
68"
108"
124 1/2"
�:1;'L','.6'id^
St1 21
=�16�!u"3j'
158"+.
i€76e
130�1/2v
12'
5 1/2"
18"
3T'
58"
78"
100"
118"
138 1/2"
.,`.�zs �wt'S>•1/z;
gtss
�Zo�c
1az�12!'
13'
5 112"
58"
78"
94"
112"
130"
148 1/2"
H1637"
n58.t+
«7;8�"
19iL't
atl8c
kn 136'"�y5
fSA,'�172ti
14'
S1/T
68"
79"
100"
121"
142"
1601/2"
DOOR.
HEIGHT
SECTION HEIGHTS
Btm
#2
#3
#4
#5
#8
#7
#8
�ti4�o)�
�z1,;.a1
,z1�;
k"21rr
zn'4
�21/a,
2r1 ;
��1'��
13'6
21"
21"
21"
21
21'
18"
18"
21"
z1 �
1z1 �
a21.'
&t6�
tt16.,
nz+
12' 6"
21"
18"
18"
18"
18"
18"
18"
21"
321ri
Ti
�1'6
F21
21u
18'"_
.21.�.
11' 6'
21"
21'
21"
18"
18"
18"
21"
;�a1r1�*0'?�
'.2]iq
0k18f.
18"�
;,8�,r
g18,P,
k 1E°.
10'8"
21"
21"
21"
21"
21" 21"
d1 3 is211+'
18" 21"
t,1
21"
'21;
18"
,?2121a3
N2tEu`
+b18"�
9'8"
21"
18"
18"
16"'
8�
,188P1fl°`:�'18
8' 6"
21"
21"
21"
18"
'21w,:118!
M18':�
e'1A4a
7' 6"
18"
18"
' 18"
18"
r��,#.ry7niJ'=aT'
427�
u2,1�
c2n ,.
wit'$
6'.6"
21"
18"
18"
21"
DOOR
TRACK ATTACHMENT
SPLICE
HEIGHT
A
B
C
D
E
F
G
H
I
J
K
L
M
N
S
��P�`�
38,t3
,46�
�56
'64 �
0)
�
~v*�1�.
,
�a�
�yA�.`,�r
EEL
T
3"
14"
27"
38"
46"
56"
68"
76"
"�7'"6":"
�"1:4`�
�27�"'m'
is3$"1�'}6'�
�56"�`
a68'�
�.B'b
�•
�"�i��"i
"
=.i
�2��'
8'
3"
14"
27"
38"
46"
56"
68"
78"
88"
�38�„
�46j
�,56�'�
�.6E
�.�8'
igg�:
a'".�
i�
��
:"
I,..
, , ��4's
9'
3"
14"
27"
38"
46"
56"
68"
78"
88"
100'
�i3,�'"�14;�
�2�2
10'
3"
14'
27
38
46
56"
68'
78
88"
100'
112
���. '��
Section
Width
(ft)
Panel Type
Canter Stile Location
(Measured from Left Edge)
isl 2sl 3ftl
ON (n) (Io)
. 8u0§�
"•.{ghon„„"
;Fm 4.8121"
fi 48: 00 �!
Y5°7?.388
8' 0
Long
24.000
48.000
72.000
8' 0
Beetl
24.625
48.000
71.375
8' 2
Long
24.500
49.000
73.500
8'2
Bead
25.125
49.000
72.875
B,YC"
t,:� S.'"1t`:
",„a24680; `:
'k90,QgOta;
,nvr, 54. rK:
8' 4
Long
25.000
50.000
75.OD0
8'14
Bead
25.fi25
50.000
74.376
B
x��FStt�M°a,`�
uzg
I�_s+:oogh-a°;gs.azl'
8' a
Long
25,500
51.000
' 78.500
88
Beatl
26.125
51.000
75.875
a' a
Long
zfi.000
Sz.GOD
7e.00G
8'8
Bead
28.825
52.000
77.375
P"7Q'10Long
28.500
53.000
78.500
'10Bead
188,
27.125
53.000
78,875
0'�
s'aSh9R$„
�, 27.9 E'M*.
#94:000,§t:a'80,4Q4F;:,.
9'10
Long
27.000
54.000
81.000
9'10
Beetl
27.625
54.000
80.375