981 Sailfish Dr RES23-0276 Revision 1-10-24Revision Request/Correction to Comments ALL INFORMATION
HIGHLIGHTED INCityofAtlanticBeachBuildingDepartmentGRAYISREQUIRED.
1 800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Res23-0276
I —lam-zy
E Revision to Issued Permit OR 0 Corrections to Comments Date
Project Address: 981 Sailfish Dr. Atlantic Beach, Fl. 32233
Contractor/Contact Name: Bucky Davis
Contact Phone: 404-626-0245 Email: ralph.buck.davis@gmail.com
Description ofProposed Revision/Corrections:
Hardie siding install instructions
S. R.rvvc 11 L fc._ 65 1 ll rosAr'a..._
1-1,--0)f
7 t r- v J
Ralph Buck Davis affirm the revision/correction to comments is inclusive ofthe proposed changes.
Printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added:
Will proposed revision/corrections add additional inc ease in bui value to original submittal?II No *yes (additional increase in buildiy g va, _ i ) (Contractor must sign if increase invaluation)
Signature of Contractor/Agent:
Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety
J
Date
Fire Services Updated 10/17/18
By Vangers at 3:49 pm, Jan 10, 2024
By Mike Jones at 4:26 pm, Jan 10, 2024
50.00
Approving submitted building department requested information.
Client:James Hardie Building Products,Inc.
CAE Report No.:2301-5.8
Date:September 12,2023Page1of5
cAE -
6111111111111.'Comnuam AppliedEng..wing
EVALUATION SUBJECT
HardlePanele Siding
James Hardie Product Trade Names covered In this evaluation:
HardiePanega Siding,CempanerE Siding,Prevail""Panel Siding
EVALUATION SCOPE:
ASCE 7-22(ref.In the2023 FBC)
2023 Florida Building Codo(8th Edition)
EVALUATION PURPOSE:
This analysis istodetermine themaximum design 3-second gust wind speed toberesisted by anassembly of HardiePanel(Cempanel,Prevail Panel)siding fastened towood tunings on either wood ormetal framing
with nails or screws.
REFERENCE REPORTS:
1.Intertek Report I02024363C00-001A.Transverse load test on HardiePanel.
TESTRESULTS:
Table 1A-Results ofTransverse Load Testing
Frame Fastener Ultimate Allowable
Thickness Spacing Spacing Fastener Type Load Design Load' Failure
Report Number TestAgency (in.) Width(in.)Frame Typo'In.) (In,) and Dimensions , (PSF) (PSF) Mode
2X4 wood stud.3/4'thick by 3.5' No.8X 1.25longX 0.323"HD pull through102024363000-0O1A Intertek 0.3125 48 wide SPF furring 16 6
ribbed bugle headscrews -160.7 -536 /fracture
102024363C00.001A Intertek 0.3125 48 2X4 wood stud,3/4'(hick by 3.5'J
No.8X 1.25'long X0.323"HD168 131.4 -43.8 pullthroughwideSPFfurringribbedbugleheadscrews
102024363000-OQIA Intertek 0.3125 48 2X4wood stud.3/4'thickby 3.5' No,8X1.25'long X0.323'HD1612 106.1 -35.4 pullthroughwideSPFfurringribbedbugleheadscrews
102024363C00-001A Intertek 03125 46 2X4wood stud.3/4'thick by 3.5' 16 6 0.090'shank X0215'HD x1.5" -147.6 49.2 pullthroughwideSPFfurringlongringshanknailfracture
2X4 wood stud.3/4'thick by 3.5' No.8X 1.25'long X 0.323'HD pull through102024363C00-001A Intertek 0.3125 48 wide SPF furring 24 8
lobbed bugle head screws -82'7 -27.6 /fracture
1.Allfasteners were installed onfurring without penetration into the framing members.
2.Allowable badIsdeterminedfrom ultimateloaddivided bye factorofsafetyof3.
3.HardiePanel Siding complies with ASTM C1186,Standard Specification for Grade Il,Type A Non-asbestos Fiber-Cement Flat Sheets.
Table 18.Analysis ofAllowable Load for88Screw at 10"O.C.
sScrew Spacing
Fastener Spacing(in.) 8 12 10
frame spacing(In.) 10 10 10
Fastener Tributary area(ft') 0.89 1.33 1.11
Allowable load(psi) 43.8 35.4 38.8
Individual fastener load(b.) 38.9 47.2 43.1 The fastener load for 118 screw at10'O.C.wascalculated as the average of thetest results for 8'and 12'O.C.
Thealowable loadfor88screw atthe spacingof10'O.C.intofurringcanbecalculated by interpolating theresultsofsamefastenerat8'and12"O.C.,since bothtestshadsamefailure modeoffastenerput through
fromthepanels.As shownInthetable,theallowablebadfore8screws instatedat10'O.C.towoodfurring is38.8pef.
The fastener load as tested based on the allowable design loads in Table 1A above are verified to not exceed the NOS-2018 calculated allowable fastener withdrawal load as summarized InTable 1C below:
Table1C-Fastener LoadAnalysts
Fastener Type and Spacing/ Shank Dia..D(In.) Fastener Load Wood NOS Tested Design Fastener Single Fastener Load @ Adjusted Design PressureStudSpacingPenetrationDurtalonFramingAdjustedPressure(from Tributary Fastener Design Pressure psi)
Into Wood Factor Specific Withdrawal Table'IAabove) Area Load,as Exceeds W
Furring',P Co Gravity, Capacity' (Pal) f?) tested' (Yes/No)
in.) G4 W'(lb.) lb.)
No.8 Screws l(6'/16'oc 0.164 0.750 1.6 0.42 98.9 53.6 0.67 35.7 No No Adjustment
No.8 Screws a8'/16'oc 0.164 0.750 1.6 0.42 98.9 43.8 0.89 38.9 No No Adjustment
No.8 Screws 6x212'116"oc 0.164 0.750 1.6 0.42 98.9 35.4 1.33 47.2 No No Adjustment
No.8 Screws @8't24'oc 0.164 0.750 1.6 0.42 98.9 27.6 1.33 36.8 No No Adjustment
Ring Shank Nails @6'/16'oc 0.090 0.750 1.6 0.42 34.3 49.2 0.67 32.8 No No Adjustment
1)The adjusted fastener load(W)iscalculated using the following equations In NDS-2018'
Equ.12.2-5(deformed shank nails):W=1800 xGt xDxP xCa
Equ.12.2-2(wood screws):W=2850 x G'x Dx Px Cd
where Cd=1.6 for wind and earthquake
2)Fastener penetration Is into the full depth ofthe furring strips
3)Fastener load as tested Isdetermined by multiplying the the design pressure bythe fastener tributary area.
4)If fastener load as tested exceeds W,the allowable design toad isadjusted asfollows:Adjusted Design Load=W/Fastener Tributary Area
Justification of Using the Resultson Light Gauge Steel Framing
RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION ALL INFORMATION
City of Atlantic Beach HIGHLIGHTED IN GRAY ISI800SeminoleRoad, Atlantic Beach, FL 32233 REQUIRED.
PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES
Job Address qb ( .c.,,/0S&'r. Permit Number g7c5t 3- a;:C.7 E:,
Contractor Informationc---C)C1-IL ,Company Li—Qualifying Agent LA( k
Address/36 t(6 it ,, •L d1v'i # 7c (City «4jP,.,,.ji, State F( Zip 3u Z5
Phone W V Z(., tj- r Email (Apt. . 6c.Ac. G
State Certification/Registration# ('i C,_ /Z5f3 627
Architect / Phone Email
Engineer 2.,554(— 12.2.,-(e.,,. Phone V611/ 5-03 32- B3 Email 04555--W ,CO. ! 1
Workers Compensation Insurer OR Exempt Expiration Date 1/`(7-I5---
Permittee declares that prior to filingthis application they have ascertained the location of all existing utilities, both aerial
and underground and the accurate locations are shown on the sketches.
Whenever necessary for the construction, repair, improvement, maintenance,safe and efficient operation,alteration or
relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles,wires,pipes,cablesor otherfacilities and appurtenancesauthorized hereunder,shall beimmediately removed fromsaid
street oreasement orresetor relocated hereon asrequired bythe Public WorksDirectorand at theexpense ofthePermitteeunlessreimbursementisauthorized.
Allworkshall meet yofAtlantic Beachor FloridaDepartment ofTransportation Standards and beperformed under the
supervision of ti r/-pis Project Superintendent)
with(Company Name) Pr''; PJ3 -e....b d,, L,t`c Phone 410Yb2 b 0 114 1.--
All materials and equipment shall'besubject to inspection by the Public Works Director.
All city property shall berestored to its original condition as far as practical, in keeping with City specifications and the
manner satisfactory to the City.
A sketchof plans covering detailsof this installation,as well asa copyofa recentsurveyshall bemadea part ofthispermit.
Calculations showing any increase in impervious area on owner'slot orin the Cityright-of-wayare to beincludedwith
this application.
The permittee shall commence actual construction in good faith within 30 days. If the beginning date is more than 60
days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no
changes have occurred in the area that would affect the permitted construction.
It is understood and agreed that the rights and privileges herein setout are granted only to the extent of the City's right,
title and interes ' the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of
and indemni r.,d: end and save •: -ss the City of Atlantic Beach from and against any and all loss,damage and cost of
expenses . sing n anyman • ofthe exercise or attempted exercises by the holderofthe aforesaid rights and privileges.
The Pub'cWor s4re tgr hP.e notifiejd 24 hours prior to starting work and again immediately uponcompletion.
NINE.-"Date 1 /c) L° z-YPermittee(signed in presence ofNotary Public)
STATE OF FLORIDA,COUNTY OF DUVAL
The foregoin instrument was acknowledged this 1()+Ut
day of T5Cl Itia.,L,(20 2
by 6 /.Jut-L- /)e'4_5
r,
who personallyappeared before me andpp
printed name of Permittee)
acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. 1+• VANESSA ANGERS
c* MY COMMISSION#HH 244118iEXPIRES:hlarch 2?,2026[
Personally Know. E f.. Signature of . .ry"Public,State of Florida I Produced Identif ca ion(Type)
H:\Applications&Forms\Word&Excel Document Originals\201801001 Right-of-WayEasement Permit Application.docx Revision Date:10/1/18
al
c` '''i.;, REVOCABLE ENCROACHMENT AGREEMENTd 1 ALL INFORMATION1s!`City of Atlantic Beach
800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
IS REQUIRED.
REVOCABLE ENCROACHMENT AGREEMENT by the City ofAtlantic Beach, Florida, a municipal corporation organized and
existing under he laws ape State of Florida, hereinafter referred to as "CITY" andSca15-A'14VS , 1 / /.3,_41 7 s of Atlantic Beach, Florida, hereinafterreferredtogs "USER".
WITNESSETH:
That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the
property for the purpose as described in the City of Atlantic Beach.
This work is generally described as (',_5.k-,.,_‘.4-i,.-• 5.1y/I 5.,_.I1 iimntc
Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to
relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail,return
receipt requested,to the following address / .Ltjb 44/...:f;c `&i- Zcp'1 ,7LJ, .,.1,4((.,r1 31-2 Z.:5—
In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter
upon theabove described easement or property of the CITY, the USER shall replace at the USER's sole expense,
any and all material necessarily displaced during the action of maintaining, repairing,operating, replacing oradding
to of the utilities and facilities ofthe CITY or franchise utility provider.
The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land
Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h)
which states "Driveways that crosssidewalks: City sidewalks may not be replaced with othermaterials, but must
be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks."
The USER, prior to making any changes from the approved plans and/or method, must obtain written approval
from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of
completion.
This permit shall inure to the benefit of,and be binding upon,the USERand their respective successors and assigns.
USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or
specifications,toinclude utilities locate requirements and use limitations/requirementsof easements, publicright-
of-ways n other public land. USER further agrees that the CITY and its officers and employees shall be saved
harp ss b the USER fr.. an 'of the work herein under the terms of this permit and that all of said liabilities are
hepeby a urgd . tOUSER.
Date /- /a - Z` -Z7
Property Owner/Agent (signed in presence of Notary Public)
STATE OF FLORIDA,COUNTY OF DUVAL
The foregoing instrument was acknowledged this C.,74`1 day of `-No.bivck.rt../ 20 2 9 ,
by KCt`.e `, ("" 1c'- k S printed name
off
Signer), who personally appeared
before me and acknowledged that he/she signed the instrumentvoluntarilyfor the purpose expressed in it.
s`•' r: VANESSA ANGERS
MY COMMISSION#HH 244118
Via,.. EXPIRES:March23,2026
Department Approval:
Signature of Nary Public, State of Florida
Personally Known
Produced Identification (Type) Public Works Department Date
Revision Date:05/09/2023
a
4,R 9( ja:14 51;-Dr.
o;_ 04, P Fc eN2 .Riv, R 433 , e
33,0 ria.)4 14
I I
VVV'
w a ®w
io it.w l'-41
90Z16i;::;:'''' ,.*- ).':,/ r-
V
yO
o
7 i .4 Pi/ , f 4..,,
i n ix, i gi / ifj,i 4; r /
11 r t 7'lip./ i'
lk,41.Af9),..ill './/071* .., 1- :-qi. • i
1 .. ,,friNTakeNiof 6/ i\J`
i v9 X
ii :
7/ I/ . litz....2
1.1
20 e ''*-, 7
o w C.
O
or oiTh
oll
mfr
m
4eSP- A•
o t,s`--3:3--,,,8S • !R co3° S'
am ,
S
D
BgCk OF Coo-
3>>` o S` m•Ce 8s)/8a
ASpyg0 T•• ,.
S
k 0
B4/ ',, cnoo )S
F
rn y Roi 7/2.,0
Y No , 0D
6
0
N
SgeM#