HomeMy WebLinkAboutSUBMITTED PAPERSF
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: ��, alb, ti Permit Number: ` 1y\t) '-a IAO 5
SCANNED
By
St. Lucie County
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 Kc-,,4
°PROPOSED IMPROVEMENT LOCATION:'
Address:
Legal Description:
Property Tax ID #: 3� -550 —Ooo- a Lot No.__3_
Site Plan Name: Block No. �Zq
Project Name:
Setbacks Front Back: Right Side: Left Side:
bETAI'LED DESCRIPTION OF,WORK '' '
`_ea� - o-� +h-i� -�lad� rocy� ard kn � o� -7omb down
bt�wm� sv� .
Aotlltlonal work to bepertormeo under this permit— check a
j
E1HVAC u Gas Tank Gas Piping
11 Electric 0 Plumbing Sprinklers
Total Sq. Ft of Construction: 3
Cost of Construction: $ 2 1 QMr rX)
"Shutters
ElGenerator
S Ft. of First Floor: _
Utilities: Sewer Septic
ndows/Doors
Roof
Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name_C_(Xy-n e Le.-
Name: S
Address: rJ $ SFI SG` 6p
Company: \
City: _� 2 UA kCJAP State: L.
Zip Code: 3 Fax:
Phone No. (Oo- o (.eZ0
Address: _
City:_ PtQ� State:_�il
Zip Code: S%�qvcl Fax:
Phone No. — s5c)
E-Mail: Comkvvs
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
State or County License: d
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CQNSTRUCTION LIEN LAIN INFORM,4TION
U
DESIGNER/ENGINEER: _ Not Applicable
Name:
MORTGAGE COMPANY:
Name:
_ Not Applicable
Address:
Address:
City: State:
Zip: Phone:
City:
Zip: Phone:
State:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
Name:
BONDING COMPANY:
Name:
Not Applicable
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 str ures, immiDg-pWis, fences, walls, signs, screen rooms and accesserv-uses to anot pr non-residential use
WARNMG TO O
improvements b
Wore the first/i
Your f ilure to Record a Notice of Comm cement mol
prope y. A Notice of Commencernept must be re
ion. I you intend to obtain financipg, consultyi le
ecor ine vour Notice of Commen ement.
Lessee
It in you paying twice for
and pos ed on the jobsite
or an attornev before
re of Coiifractor/License Holder
STATE OF FLORIDA STATE OF FLORID
COUNTY OF 4;rnP••%� �R-iu•,r COUNTY OF F, Al" t/
The forgoing instrument was acknowledged before me The for omg instrument was acknowledged. before me
this day of Q� r 20 14 by this Z'� day of Q� 20�h by
&t,, � to S lip( Ate, �o ! l f'P7 S
(Name of person acknowle ing) (Name of person ack I dging )
(Signs otary Public- State of Flori a) (Si re of Public- State o
Personally Know OR Produced Identification Personally Know01 n% OR Produced Ide
T n i • tion Produced Type o en ifi on Produced
Commission Commission 6RiAN MERE Florida
N ME iorida %••,- �fota Pobllc -i e�6, 2p16
•��;x*�P�e�c� ar pub -State of 6, 2DA6 =2�: s"►'= My r+omm• Expr # EE 19�359
'}' •'- MYgomm• #EE1913
Revise Commission
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-2165 or 772-462-2172
Fax: 772-462-6443
ROOF INSPECTION AFFIDAVIT
Re: Permit # 1 `N16 -0405
I, licensed as a( Contractor* E gineer/Architect
(Please print name circle license type) *FS4 spector
*General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection.
On or about l d I did personally inspect the roof deck nailing
(Date) �^
work at: SCE n /p l /�"±. 42- FL
(Job site address)
Based on that amination 1
e ' ion of th o ids Exis ' g E
ost sari ).
STATE OF FLORIDA
COUNTY OF /�/�►— �Il/y�
y ors jo sub rirN before me this
y'l Who
as ide
Notary Public, State of
Signature of Notary:_
Commission Number:,
En 01/19/2011
determined the installation was done according to the current
g Code Section 611 or the product approval submitted (whichever is
(�C C — ���0
License #
tj
201 /,
Ily known to me or who has produced
BRIAN MERCURI
140tary Public - State of Florida
My Comm. Expires May 6, 2016
Commission # EE 191359
T reasure Harvey E. Koehnen
C oast Professional Engineer #32831
B uilding Architect #AR0009471 ��
E ngineers, Certified General Contractor #CGCO24776
Inc.
These Tables Are For Roof Coverings
Roof coverings Installed on Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2 [2]_oR 1 (y,)s Q5ca 7-Ira
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF].
J
160 Exp B
160 Exp C
160 Exp C
160 Exp D
160 Exp D
(One story
(Two story*) (One story) (Two story*)
Roof > 0 to 7 degrees
Zone 1
-27.6
-33.4
-38.7
-40.6
-45.9
7degrees = 11/2 /12 pitch
Zone 2
-46.4
-56.2
-65.0
-68.3
-77.1
Zone 3
-69.8
-84.5
-97.7
-102.7
-115.9
Roof > 7 to 27 degrees
'Zone 1
-26.3
- 30,7
- 35.5
-37.2
- 42
27 degrees = 6/12 pitch
Zone 2
-44,1
- 53.4
- 61.8
-64.9
- 73.3
Zone 3
-65.1
-78.8
- 91.2
- 95.7
- 10&1
Roof > 27 to 45 degrees
Zone 1
- 27.8
-33.7
-40.0
-40.1
-462
45 degrees = 12112 pitch
Zone 2
- 32.4
-39.3
-45.4
-47.7
-53.8
Zone 3
- 32.4
-39.3
-45.4
- 47.7
-53.8
150 Exp S
150 Exp C
150 Exp C
150 Exp D
150 Exp D
(one story*) ( two story*)
(one story*)
( two story) "
Roof> 0 to 7 degrees
zone 1
-24.3
-29.5
-34.1
-35.8
-40.4
7degrees = 11/2112 pitch
Zone 2
-40.8
-49.4
-57.2
-60.0
-67.8
Zone 3
-61.4
-74.3
-86.0
-90.3
-102.0
Roof > 7 to 27 degrees
Zone 1
-22,2
- 26.9
- 31.1
-32.7
- 36.9
27 degrees = 6/12 pitch
Zone 2
-38.7
- 46.9
- 54.2
-56.9
- 64.3
Zone 3
. -57,3
- 69.4
- 80.3
-84.3
- 95.2
Roof > 27 to 46 degrees
Zone 1
- 24.8
-29.5
-34.1
-35.8
-40.4
45 degrees = 12/12 pitch
Zone 2
- 28.4
-34.4
-39.8
-41.8
-47.2
Zone 3
- 28.4
-34.4
39.8
-41.8
-47.2
One story" = one story building
with a maximum
mean roof height of 15 feet
Two-story' = two story building with
a maximum
mean roof height
of 30 feet
-If -allowed by the Miami Dade N.O.A
or Florida Product Approval, any-system.that
does -.not meet the
minimum components and
cladding
pressures for the area that the building is located per this form
may require a Florida licensed engineer
to revise
the fastener spacing
T C B E, Inc. 7205 Elyse Circle
Port Saint Lucie
Florida 34952-8212
PHONE (772) 466-5509
FAX (772)489-3035
E-MAIL hkoehnen@tcbeweb.com
WEB SITE http://www.tcbeweb.com
T reasure Harvey E. Koehnen 7205 Elyse Circle
C oast Professional Engineer #32831 P S L Florida 34952-8212
B uilding Architect#AR0009471 PHONE(772) 466-5509
E ngineers, Certified General Contractor #CGCO24776 FAX(772) 489-3035
Inc. E-MAIL:hkoehnen@tcbeweb.com
Contractor
Owner t, &P > Date 2
Job Address
BUILT UIP G �t�2a.c� -� N t7 10 Otr
NEW ROOF RE -ROOF A RECOVERING REPAIR AREA
BUILT UP ROOF PLAN
QE
ASCE 7-10 & FBC 2010 ENCLOSED BLDG x SEMI ENCLOSED BLDG OPEN
PART 2 --LOW RISE C&C SIMPLIFIED
RISK CAT 2/V=_/EXPOSLIRE_ f N = _/Kzt =1.0/h=_/__L/12 PITCH/MEAN PARAPET ht_
ROOF SYSTEM VV- 00 _1�4 -1'7
ZONE B @ h=30 = X = PSFx0.6=-�7•!P l -
ZONE 2 B @ h=30 = X = PSFx0.6=—Q-(od• a= 1
ZONE B @ h=30 = X = PSFx0.6=$ a=3!V5` - 19
�ry
MAX DESIGN PRESSURE PER NOA 54-5
DECK TYPE i'L`i VV 000 THICKNESS N
BASE SHEETFuij-rtjSM/_ r��� NO. OF PLIES
FASTENERS/M)N6}NG -r(N G.Ev ffth MA,iL5 Lt4x.
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
Field g "oc @Lap, # Rows 3 @aL2oc Perimeter: 9_"oc @Lap, # Rows S @6 "oc Corner: � "oc@Lap, # Rows oc
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF..FASTENERS PER INSULATION BOARD: Field
Perimeter Corner ^
Nor nr Cnr-�r�r
.-�-�.—n,��-���§jBONDING
TYPE OF c 4TZ4W rS/BONDING to rzGLf oa u� �.)
PLY SHEET NO. OF PLIES
TOP PLY 4,5^M Ak OF PLIES
r ionaa buuamg L;oae ul tme
Page 1 of L
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r FL I
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} Application Type
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Publications FBC Staff BCIS Site Map ; Unks Search
CertainTeed Corporation -Roofing
PO Box 1100
1400 Union Meeting Rd
Blue Bell, PA 19422
(215)274-2350
Steven.T.Lawrey@saint-gobain.com
Steven Lawrey
Steven.T.Lawrey@saint-gobain.com
Barb McDonough
750 E. Swedesford Road
Valley Forge, PA 19482
(610)341-6721
Barbara.A.McDonough@saint-gobain.mm
Roofing
Built up Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida_
Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
Underwriters Laboratories Inc.
12/15/2014
John W. Knezevich, PE
15� Validation Checklist - Hardmpy Received
FL =77 R5 COI Trinity ERD CI - Nieminen.odf
Referenced Standard and -Year (of Standard) Standard
Year
ASTM D2178
2004
ASTM D3909
1997
ASTM D4601
2004
ASTM D4897
2001
FM 4470
1992
FM 4474
2004
Equivalence of Product Standards
Certified By
Sections from the Code
h4://www.floridabuilding.org/pr/pr�_app
_4tl.aspx?param=wGEVXQwtDqvijwrK4oKmN... 6/ 17/2013
i avllu�.1. LtA114J11� l..VlLli 1Jll1111G `I
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
12/15/2011
12/16/2011
12/21/2011
01/31/2012
(Summary of Products
j FL # Model, Number or Name
Description
477.1 Flintglas Built -Up Roof Systems
Built Up roof Systems
I{ Limits of Use
Ins6ilat3pn Instruct! s
Approved for use in HVHZ: No
j Approved for use outside HVHZ: Yes ,
Impact Resistant: N/A
Design Pressure: +N/A/-430
Other: 1.) The DP listed in this application relates to one specific
assembly. Refer to the ER Appendix for all assemblies and max design
pressures. 2.) Refer to ER Section 5 for Limits of Use.
rVe ified lay -Roberti F"l=5g1.6H' m
Coated by Imfependentr'Tfiird'Rarty Yes
Evaluation Rep' orb
FL477 R5 AE er120511FINAL CERTAiNTEED BUR FL477-1150df
Created by Independent Third Party: Yes
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copvriaht 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
mall 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
emalls provided may be used for official communication with the licensee However email addresses are 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 are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accept;:
c&he_k
LEM
�L� eci S'grF`�E
http://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDgvijwrK4oKmN... 6/17/2013
TRINITY I ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table
Deck
Application
Type
Description
Page
1A
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
4
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech, Attached Insulation, Bonded Roof Cover
5
ID
Wood
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6-7
_IE=1°
Mood: _ :: •-
New, - Reroof"(Tear.-Off), '` ",; .. .'
. ": E ".."
=Non -Insulated;, Mech.:Attached Ei��e.Sheet;,•BondedRoof.'Cb.ve'r
lE-2
Wood-
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bond"e'tl`Roof Cover
9
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
10
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
11-12
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
13
3A
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
14-15
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
15
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
16
4B
LWIC
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17*18
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
19
5B
CWF
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
20
5C
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
21
5D
CWF
New, Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
21
6A
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
22
6B
Gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
23
6C
Gypsum
Reroof (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25
The following notes aonly to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through
proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following
engagements:
➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate
or 3" Round Insulation Plate, Tru-Fast HD with MP-3 Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum
3/4-Inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume
Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Tru-Fast DP or HD with MP-3 or FlintFast #12 or #14
Fastener with FlintFast 3" Insulation Plates. Minimum 3/4-inch steel penetration and engage the top flute of the steel deck.
➢ Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate,
Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Tru-Fast HD or CF with MP-3 or FlintFast #14 Fastener with
FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener
manufacturer's published installation instructions.
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report C33260.06.10-Ri for FL477-R5
Certificate of Authorization #9503 Revision 1: 12/05/2011
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 25
l TRINITY I ERD
TABLE 1E-1: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off)
System Deck SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
No, (See Note 1) Base Sheet
Basa Cover
CONVENTIONAL SYSTEMS: Fasteners Attach Roof MDP (psf)
Min. 19/32-Inch thick exterior Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-Inch dia, tin caps
W-18 grade plywood attached per Base 20; All Weather / Empire with 11 ga. annular ring shank 9-inch o.c. at 4-Inch lap and 12-Inch o.c. in System 1, 2, 3
Code, Base or Poly SMS Base nails _ two, equally spaced, staggered center rows or 4
rM -15Ag h t -plyWood� rfia _Glaasbase `I�g as; III lag Ic -45,0*
W- /a aeh'6�I:fC o f se 2 , All teath �'! Et I''� n• nr c .16 �12 ga./p / I�o e I
�/ idsl cJedrfjng sjran s�l�l o d(y SJM4 Base � P loch o e. at�.inc -I�a�d 6=i a y� System
6Ea offs/
MIA".,-lnch.plywood atm �' 'fo�,�ll spa ed, sprentyrDw� o� r'
i w 2a' 24 Incf'-spans attach 6-Inch o:cu �asb se FIeXlglas; Flintlastic %.3 ®e + 1'S Inch dia: [I'n caps
"using 8d:cummon nails :. B?em30 or Poly SMS. a8-s�" k w� annWawrlrlg�shank, 5) B Inckl o,c at 4 inch L� ,andg8-lach.o
p
.. nabs ttiseC,`teetuailyy spaced sta SYstein*3sntk-
Min. 19/32-nsIncha plywood at max Glasbase; Flexiglas; Flintlastic 8 caps
--
B9Eredgce`isterarows 1 • -525
W-21 24-Inch spans attach 6-Inch o.c. 32 a 1-5/8-Inch dia, tin ca
using 8d ring shank nails Base 20; Poly SMS Base with 11 ga. annular ring shank B-Inch o.c. at 4-Inch lap and B-Inch o.c, in
Min, 19/32-Inch plywood at max
nails three, equally spaced, staggered center rows System 3 or 4 -60.0
W-22 24-Inch spans attach 6-Inch o.c,
using #8 wood screws 6-Inch o.c. at 4-Inch lap and 6-Inch o.c. in
Min. 19/32-Inch plywood at max four, equally spaced, staggered center rows System 3 or 4 -82.5
W-23 24-Inch spans attach 6-Inch o.c.
using #8 wood screws 4-Inch o.c. at 3-Inch lap and 4-inch o,c. In
HYBRID SYSTEMS:
four, equally spaced, staggered center rows System 3 or 4 -105.0
'
Min. 19/32-Inch thick exteriorr
'/ I �/C/+ C
W-24 grade plywood attached per
/J
I
Code. 9-Inch o.c, at 4-Inch lap and 12-Inch o.c. in
i Min. 15/32-inch plywood at max two, equally spaced, staggered center rows System 8 -45.0*
�
W-25 24-Inch spans attach 6-Inch o.c. I 6-Inch o.c. at 3-Inch lap and 6-Inch o.c. in
using ed ring shank nails I
Four, equally spaced, staggered center rows System 7 or 8 -52.5
Min. 19/32-Inch plywood at max r------- —_ _
W-26 24-Inch spans attach 6-Inch o.c,
using 8d common nails I 8-Inch o.c. at 4-Inch lap and B-Inch o.c, in
Min. 19/32-Inch plywood at max three, equally spaced, staggered center rows System 8 -52.5
W-27 24-Inch spans attach 6-Inch o.c.
using 8d ring shank nalls E _ 8-inch o.c. at 4-Inch lap and 8-Inch o.c. In
Min. 19/32-Inch plywood at max three, equally spaced, staggered center rows System 8 -60.0
W-28 24-Inch spans attach 6-Inch o.c. C
using #8 woad screws E 6-Inch o.c. at 4-Inch lap and 6-Inch o.c. in
Min. 19/32-Inch plywood at max four, equally spaced, staggered center rows System 8 -82.5
W-29 24-Inch spans attach 6-Inch o.c.
using #8 wood screws a ---------4-Inch o.c. at 3-Inch lap and 4-inch o.c. In
i four, equally spaced, staggered center In
System 8 -105.0
Exterior Research and Design, LLC. d/b/a TrtnityjERD
Certificate of Authorization #9503 Evaluation Report C33260.06.10-R1 for FL477-R5
Prepared by: Robert Nieminen, PE-59166 Revision 1: 12/05/2011
Appendix 1, Page 8 of 25
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collinsroofinginc gmail.com
P.O. Box 12867, FortPierce, FL 34979 Phone: (772) 201-1352 Fare (772) 489-6505 LIQ CCC 058011
SUBMITTED TO: Tom Roe 6r CELL: 772-342-3244 DATE: 10/02/14
ADDRESS: 158 SE Soneto Ct., L FL
E-MAIL: Rfisheggs@aolcom
PERMIT: We will pull the required permit and schedule all inspections, as required:
Sheathing / nailing inspection, dry -in inspection and final inspection.
ROOF SYSTEM: Fliritlastic bitumen 4.5 mm app single ply modified bitumen system.
2 % " eves metal, 26-gauge, on the perimeter attached 4" on center.
Remove and reinstall existing shingle roofing, as needed to tie the two roofs together and
install new flashings on both transitions.
WOOD: We will repair all accessible rotted plywood. 2 sheets are included. Each additional
sheet will be $60.00/sheet
RE NAIL: The existing plywood sub -deck 6" on center in the field and on all joints.
DEBRIS: Collins Roofing will provide a dump trailer to remove all roofing debris and
dispose of properly. It will be necessary to drive on the grass to access the roof. We
will coordinate with maintenance personnel to locate the sprinklers.
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PROPERTY RECORD
CARD
Torn Roe Record: I of I
«Prey Next »
Spec.Assmnt Taxes
Exemptions Permits Home Ptint
Property Identification
CIE
Site Address: 158 SE SONETO CT
ParcelID:
3419 550-0087-000-8
SeclTown/Range: 28 :36S :40E
Account #:
43228
Map ID: 34128S
Use Type:
SF Res
Zoning: RS4
City/Cnty:
Saint Lucie County
D nership and I-
Tailing
Owner..
Tom Roe Came Roe
Address:
158 SE Soneto Ct
Port St Lucie FL 34983-2031
Sales Information
Date
Price Code Deed
4/26/2010
45000 0001 WD
11/7/2002
80000 01 WD
7/30/1996
60000 00 WD
4/19/1996
40000 00 WD
9/25/1990
0 01 WD
Legal Description
RIVER PARK-UNTT 7- BLK 69 LOT 8 (MAP 34/28SXOR 3194-1043)
Assessment 2014
BooldPage
2014 TRIM:
43200
3194 / 1043
Assessed:
40093
1622 / 0566
Ag.Cvedit:
0
1028 / 2252
Exempt:
25500
1012 / 0316
Taxable:
14593
0711 / 1991
Taxes:
283.54
BUILDING
INFORIIATION
Total Land and Building
Land Value: 7100 Acres: 0.24
Building Value: 36100
Finished Area 1312 SgFt
E x terior Featu res
View:
-
RoofCover:
SD - Dim Shingle
RoolStruct:
HP - Hip
ExtType:
HC - HC
YearBlt:
1967
Frame:
-
Grade:
C - C
EffYrBIt:
1967
PrimeWall:
BS - CB Stucco
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
In teiio r Featu res
BedRooms:
3
Electric:
MX - MAXIMUM
PrmIntWall:
DW - Drywall
FullBath:
1
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/2Bath:
1
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Use Type
Type
Measure Depth
DWC - Driv-Concret
Y 1
720 AV AV
1967 1 0100-SF Res
260 -Front Ft
94 110
FEN5 - CHAINLINK 5' Y 1 89 AV AV 1999
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
Planning & Development Services
Building & Code Regulation Division
2W Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-643
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #: I LI ( t-' 6 O 5 JOB A
BUILDER/CONTRACTOR: CM
PEST CONTROL CONTRACTOR; jad
PEST CONTROL LICENSE
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordancetith the standards of the National Pest Control Association.
Square feet if area treated: Chemicals used: a sal ! L
Percentage of solution: �' 6 Total gallons used: �t/ �J
Date of Treatment: %" Z I Time of Treatment:
Footing
Id Treatment
Re -Treat
Driveway
lst Treatment
Re -Treat
t]ther
1"Treatment
Re -Treat
- Slab - -
1t Treatment
Re -Treat
Pools '
1' treatment
Re -Treat
Perimeter for Final Inspe on
Signature of Exterrhip5tor
NoW There must be a completed form foreach required treatment orre-treatmentand this form must be on the job
SIM to be picked up by the Inspector at time of each inspection or the sdreduled inspection will fall and a-m-Inspection
fee charged.
FBC104.2.6 Certlfirate ofPmtecdve Treah7mtforprarr fftn oftermibm A weatherreslstantjobslte posdng beard
shall be provided to receive duplicate Treatment Certlfcates as each re7ulred protec9m traatmentis completed,
provitrng a copy for the person the permit is issued to and another copy for Me building permit file, The Treatment
Certifrcateshall provide the product used, identltyofthe applicator, time and dale of the treaD=t, site location, area
treated, dhemical used, percent concentration and number ofgallons used, to establish a verifiable record of
protective treahwnt If the soil chemical Lvmarmeifrodfor termitepieventron is used, final exterior meatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applicatlons.