1505 FRANCIS AVE ROOF18-0038 Metal jj.Lyy
ss1
CITY OF ATLANTIC BEACH
tri 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ilii, INSPECTION PHONE LINE 247-5814
ROOF NON SHINGLE -
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: ROOF18-0038
Description: install metal roof over shingle roof
Estimated Value: 5200
Issue Date: 4/4/2018
Expiration Date: 10/1/2018
PROPERTY ADDRESS:
Address: 1505 FRANCIS AVE
RE Number: 172283 0010
PROPERTY OWNER:
Name: KOSTOKAS INFORMATION SYSTEMS INC
Address: 1505 FRANCIS AVE
ATLANTIC BEACH, FL 32233
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
,
Phone:
Name: HOLTON CONSTRUCTION INC
Address: 1221 N CATHY TRIPP LN ROBERT ALLEN HOLTON
CALLAHAN, FL 32011
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this county, and there may
be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
NOTICE OF COMMENCEMENT
State of Tax Folio No.
County of 1"`(-71-2-
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: YE.. 41= 1 *-XD, 0ft Z5 Do co
ab - 5 � � as — a 4. I;1 �� � � tilD 4d.Thz g
Address of property being improved: IP55 F IA CZ.5 /� A71f"34'� 'A' as a.3
r
General description of improvements: '75aet4 (2 J (
Owner: \ V.0 40,5.-1�k3av-OS �c) 51Address: �2C ,(- •(-4\414- o & 5-c kt ..k V.c.-€.-03
Owner's interest in site of the improvement: ,
Fee Simple Titleholder(if other than owner):
Name:
Contractor: / ()L 16,v GOrY. 'Z''`G"em°'v
Address: a . I
Telephone No.: /01 6-- 5'C) ) Fax No: T°`t —NC- S7' .,
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be
served: Name:
Address:
7
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at O s option)
Name:
Address:
Telephone No: Fax No:
++++ 4LBERT MOREN %
Expiration date of Notice of Commencement(the expiration date is one(1)year fro tlhfe� f ro�Cefwaltt � date is
p !'=e rFn}'4 . !^nmrlegigr2?+EF 9?IR995 k+
specified):
My Comm.EYpirEs,fun 9.2019 I'
ai tt:i cry
' ° � ` icx +",...�.
THIS SPACE FOR RECORDER'S USE ONLY OWNER • �s� Bonded ti!rou�'�fyaTo �/
Signed: ^6:2,--"(#7'2%� � Date: �I��O
Doc#2018073422,OR BK 18331 Page 1667, Before me this ag day of yvl, tF P°I S in the County of Duval,State
Number Pages:1 pf Florida,has personally appeared IN- - l o -To I -A-
Recorded 03/2912018 01:59 PM, Notary Public at a,Flori,State of Large, Countyo' 04.y: � + �
r]
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: a a II at
COUNTY personally Known: • or
RECORDING $10.00 produced Identification: f"1-042isg1 L=
rS J Jr City of Atlantic Beach APPLICATION NUMBER
i Building Department (To be assigned by the Building Department.)
800 Seminole Road 11 C Q
- J Atlantic Beach, Florida 32233-5445 V( U ^OD
Phone(904)247-5826 • Fax(904) 247-5845 4.9 0;119
E-mail: building-dept@coab.us Date routed: 3 OF
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1 S° Fia.riGiS A)L D t review required Yes No
�,` ,�,�" Building ✓
Applicant: � ( 1.' etiN&AA.t.a3n Planning &Zoning
Tree Administrator
Project: i(\;5 `\ o J o (Dof 041 3111;/40 Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By _
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: R pproved. I IDenied. Not applicable
(Circle one.) Comments: n,6
BUILDIN 1 U V
PLANNING &ZONING
37 ` '/2d/
Reviewed by: l ` Date:
TREE ADMIN. Second Review: A roved as revised. D flied.
❑ pp n ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
`'`'r Building Permit Application - - /1 - UpdatedtVe2/8
.y airOFFICE C V t City of Atlantic Beach MAR 2 9 201$ I t •
.-,_qr ,- 800 Seminole Road,Atlantic Beach,FL 32233 i ,
Phone:(904)247-5826 Fax:(904)247-5845
Job Address: I S3S F6'0-n 6 5 ,4'' Permit Number: 1`0 0 PI $ -00 3
Legal Description a6-5 1-7- DS' 0�`1 S. 13'1 i�` •.Sih:'l. SD M✓c,..e. RE# / - 9'1.3 06 I b
-
Valuation of Work(Replacement Cost)$ Si pot, Heated/Cooled SF Non-Heated/Cooled .-------
• Class of Work(Circle one): New Addition Alteration Repair Move D mo Pool Window/Door
• Use of existing/proposed structure(s)(Circle one): Commercial (Resident'
• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes 4gp N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Desyc ee in dome type o/..; lk`o performed:� 4Sy walk 11-- --
_
Florida Product Approval# 11415, /7 for multiple products use product approval form
Property Owner Information
Name: jcr( \ Kosk)Ko-S-Vcz r O-) .rte Sys Address: 43100 A- WNpr o- k J5#r`c.2T
City (\‘.,2_0\J f\-e- 0.61 6-4..h State V- \ Zip 31266 Phone qo y • 53 S'. 2 0-7
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information/A? j ,l�
Name of Company: 6 `t61" ��S 7-: •-+L-1'4-• Qualifying Agent: 6�� / /" 71."
Address as i C~ J `%12r,4 L's- �
n
City � State r-=- I J Z1-e
Office Phone ?O `t -)S-6--- .S'z ') Job Site/Con act Number �+4'Y 5-'15-- 66'V
State Certification/Registration# CCC/ .5---.“Y E-Mail A-0 /"h:.-t C;@ he c(5-3,--.11,.vt�;Z-
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation - ?, , L a._.. • .---)1i 5- 43.Nc
Exempt nsure /Lease Employees/Expiration Date
Application is hereby made to obtain a permit to do the wo and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
(Signature of Owner or Agent) (Signature of Contractor)
(including contractor) -f 14
Signed and sworn to(or affi t+e• .,e ore me this ,P9lay of Signed and sworn to(or affirmed)before me this'c1 day of
OA 1a-,ce-rt , 2O IE y I.'i„.! 1=6570 KA S bC,CC V\ , a D L.,by 0 b�t Al ' lac \'1Nal(
1.1111 7Th
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qgialiSaPUPIndaitialinkmdarlalimaisigfars�'"� 1•�= 'Y(Si. iliji iMMISSION# 042984
r aYN� ALBERT MORENO -w. `w EXPIR
PersonallyKnown O' z. " °' ;',, ES:October27,2020
I I ;'r°;��.o= Notary Public State of�! Rersdnally Known I •.,Ro.,oP•' g �7NotaryPublicUnderwriters
ir
,l�Produced Identification c•: �•U:• Commission#FF 2312Jproduced Identific —
Type of Identification: f-toett�A -"•, �`, My Comm.Expires Jun ty e'df Identification: �1 1' ._-, L k n
t• OF F��
Bonded through National Notary Assn
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
f_ F I c E copy
SEE PERMITS FOR ADDITIONAL f
REQUIREMENTS AND CONDITION
NEW UNDERLAYMENT REVIEWED BY: 7/12_ DATE: 2"' A e.20141511 os
120 Mt:
PANEL FASTENER �* w3/23/15(REQUIRED ONLY FOR NEW CONSTRUCTION) 1/4"-14 X 7/B' TEK SCREW sou is
9„ ( P.) SPACING PER UPLIFT SPACED AT 12 O.C.
CLASSIC RIB SEE DETAIL 1 EXISTING SHINGLESLOAD TABLE. OPTIONAL) k
THIS SHEEP (OPTIONAL) ( a
y'Z<f Z . `>aye<s4 z -4) z 4‘,.. <4'4'4 fe,4. ye<s4i.1 - < fl— <'4k4-4 '.. ,y4,4y4y, '4' f4y4y4.4' <14.w,, r
X ..."
nII
EXISTING UNDERLAYMENT , MINIMUM ATTACHMENT: OSB 7/16" THICK (MIN.)
(OPTIONAL) Bd x 2.5" LONG RING SHANK NAIL
MIN. 2X_ WOOD RAFTER/JOIST/ OR #8 x 2" LONG WOOD SCREWS 8
TRUSS AT MAX. 24" O.C. SPACED W 6" O.C. IN THE FIELD &
AT EDGES
FASTENER PATTERN AT INTERMEDIATE LOCATIONS `<
36" 1/4"-14 X 7/8" TEK SCREW a
EXISTING SHINGLES NEW UNDERLAYMENT SPACED AT 12" D.C. O o
CLASSIC RIB 0 a
(OPTIONAL) (REQUIRED ONLY FOR (OPTIONAL)
NEW CONSTRUCTION) — - _
w
II - --_ it lilt fnY
II 1
. EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) J anI
MINIMUM ATTACHMENT:
MIN. 2X_ WOOD RAFTER/JOIST/ (OPTIONAL) Bd x 2.5" LONG RING SHANK NAIL f/, mo5 oN
TRUSS AT MAX. 24" O.C. OR #8 x 2" LONG WOOD SCREWS g d B. I�r� Oo
SPACED ® 6' O.C. IN THE FIELD & �/' n
AT EDGES w a
FASTENER PATTERN AT PANEL ENDS g n �,
TYPICAL PANEL INSTALLATION X—SECTION I�
REVIEWED FOR CODE COMPLIANCE
aW 'I'
I
�1 3/4" I 1 3/4"
CITY OF ATLANTIC BEACH � a �m
1/4"-14 X 7/8" TEK SCREW Ho
NEW UNDERLAYMENT SPACED AT 12" D.C. SEE PERMITS FOR ADDITIONA U Ra
(REQUIRED ONLY FOR g (OPTIONAL) #9-16 OR #10-14 WOODSCREWS REQUIREMENTS AND CONDITIONS z I=6a
NEW CONSTRUCTION) WITH SELF SEALING WASHER AT 0 ' „
EXISTING SHINGLES MAXIMUM SPACING OF 24' O.C. :d1
(OPTIONAL) DATE: m
I I I It IMI CLASSIC RIB REVIEWED BY:
—____`l \ MIN 29 GA. 3
GENERAL NOTES; o B E
—3 ra 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
_k lIMINIMMIZIIIIIII!ILIIIMI___ IIII FLORIDA BUILDING CODE (FBC).
i`.l-------t_��11111117. 2. ROOF PANELS ARE SHALL BE MIN 29 GA. (t = 0.013 EFFECTIVE COVERING
t 7��������t WIDTH OF PANEL = 36".
.!_—�_!1____!_.7111V 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
j q OSB 7/16" THICK (MIN.) 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
EXISTING UNDERLAYMENT ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
(OPTIONAL) 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
DETAIL q BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
I REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. DRAWING NO. REV.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 2182-10
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBIUTY OF OTHERS. PAGE NO.
1 OF 1
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
'29 GA. CLASSIC RIB PANEL'
0
® FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
LLI FL 14645.10-R3
ROOFING
METAL ROOFING
0
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street, Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918)492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover) oiling l��P
Installation Details (1 Page) �+`t SOCK�IC/Nis�
Load Span Table (1 Page) stb��P \G N SF•C��
No 62240 ,:
* '
* .c.
"t1,:
esSTATE OF .� .
Report No. C2182-10 :O •. ,� P
Date: 9.9.17 '., �`S;• 0 R. •',
<atkitArt,
Q,ck 20 t`1
FL 14645.10-R3
C2182-10
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Classic Rib
0 Panel Description: 36" wide coverage with(5) 3/4" high ribs
Materials: Min. 29 ga., 80 ksi steel or min. 26 ga., 50 ksi steel Galvanized coated
W steel (ASTM A653) or Galvalume coated steel (ASTM A792) or
V painted steel(ASTM A755).
LL
LI— Deck Description: Min. 7/16" thick OSB or min. 3/4" thick wood plank (min SG of 0.42)
for new and existing constructions. Designed by others and installed
as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and edges. Designed as per FBC 2017.
New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Substrate (optional): Min 1" x 4" No. 2 SYP wood purlins over one layer of asphalt
shingles/felt (optional) and min. 7/16" thick OSB deck fastened to
supports at maximum 24" o.c. Wood purlins shall be fastened to wood
rafters with (2) #9 x 3" long wood screws. The wood purlins will be
spaced same as panel fastener spacing along panel length. The wood
purlin, purlin to the rafter connection and rafters must be designed by
others to the carry the load imposed on the panels and installed as per
FBC 2017.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c.
(Factor of Safety=2) 135.0 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 5.5"-3.5"-5.5" o.c. across panel width
At intermediate @ 9" o.c. across panel width with two fasteners at each sidelap.
FL 14645.10-R3
C2182-10
9.9.17
Page 3 of 3
®�. Sidelap Attachment: %"-14 x 7/8" long SDS with washer @ 12" o.c. Recommended for
EL (Optional) roof slope less than 3:12.
C)
(� Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift
LU Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof
C.) Covering Systems' and FM 4470 Section 5.5 `Resistance to Foot
Traffic'.
LJL
LL
0 Test Equivalency: The test procedures in UL 580-94 comply with test procedures
prescribed in UL 580-06.
The test procedures in UL 1897-98 comply with test procedures
prescribed in UL 1897-12.
The test procedure in FM 4470 (1992) comply with test procedure
prescribed in FM 4470 (2012).
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E108/UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580/UL1897 Test Reports
PRI Construction Materials Technologies
MSMC-009-02-01.02, Reporting Date 1/20/11,Revised Date 1/21/11
FM 4470 Test Report
ENCON Technology Inc.
C1587-2,Reporting Date 5/17/08
METAL SALES MANUFACTURING CORPORATION
Classic Rib Panel Uplift Loads
(Min 29 ga.)
Description I Fastener Spacing Allowable Uplift
along panel length Load
(in) (psf)
Coverage width: 36" 6 135.0
8 125.0
Panel Fasteners 10 108.0
#9-16 or#10-14 hex head 12 90.0
wood screws with sealed 1477.1
washer 16 67.5 ___.
18 60.0
Panel fasteners spaced at 9" 20 - 54.0
o.c. across panel width 22 49.1
24 45.0
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2. Panels must be installed as per Evaluation Report FL 14645.10 and Metal Sales current installation procedure.
3. Three or more spans condition.
4. Optional wood purlins must be spaced same as panel fastener spacing along the panel length.
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*." P 9O... .. 4 Bio
• No 62240
•
'• STATE OF .:fit .
.•�B \''.6`.4 Oil .'•••��`i
° `S�Ot. �;��.
1216 N Lansing Ave.,Suite C ItlABala Sockalingam,Ph.D.,P.E.
Tulsa,Ok 74106 c:q 2 G k.-( FL 62240
918 492 5992