388 11TH ST - PERMIT RES17-0161 EL � �
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800 Seminole Road CITY OF ATLANTIC BEACH
MAY_3 0 201Atlantic Beach,Florida 32233
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REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
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Date s�r Revision to Issued Permit_,�Correct/ioon_s t-o/C-omments_ Permit#
Project Address�i,��. ±k '4- 6 - k7 -✓�- ��''
Contractor/Contact Name �.a'�el���e.r«<
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Description of Proposed Revision/Corrections: _ Permit Fee e $ roc)
Additional Increase i 'Idin slue$__C,) Additional S.F.
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By signing below,I affirm the Revision is inclusive of the proposed changes.
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Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
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Revision/Plan Review Comments
De artment Review Required: Y�
Buildin
anning &Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities 4-e(-201
Public Safety Date
Fire Services
HULSBERG
ENGINEERING
Residential and Commercial Structural Engineers
May 21,2018
City of Atlantic Beach Building Dept.
800 Seminole Road
Atlantic Beach,Florida 32233
Re: Epic Custom Homes
Cohen Residence—388 11`a Street,Atlantic Beach,FI.
To Whom It May Concern:
At the subject project,the following comments apply:
• There was some confusion regarding the note on sheet S-3 of the structural plans that
specifies a (2)2x6 post aligned with the tad floor post supporting roof girder B08 above,
along with the installation of solid blocking between floors. I have reviewed a
photograph of the installation and find it to be acceptable as long as the post is aligned
with the tad floor roof girder B08.
• I understand that along the Master Bath exterior wall, the threaded rods installed between
the windows resulted in a spacing greater than 48" o.c. To repair this condition, an SSP
clip or SDCW screw shall be installed at the stud to top and bottom plate connection at
the approximate mid-point between these 2 rods. It is my understanding that an anchor
bolt is also located between these rods. This will complete the vertical load path and is
an acceptable condition.
• The Morning Kitchen sliding glass door header was specified to have a minimum of(2)
jacks at each end of the header on sheet S-3 of the plans. I understand that due to the size
of the rough opening, one of the jack studs had to be cut/partially removed. I have
checked the reactions and (1) jack stud is sufficient to support the header. This is an
acceptable condition.
If yo• e'adlb'fu;fher questions,please feel free to contact my office.
�,`- ENSNrvF . OFFICE COPY
x8623 ';, REVISION
BP# ES 7-oi6/
p STA l�/v,? DATE_/ o/
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FL '
11481 Old St.Augustine Rd.,Suite 202,Jacksonville,Florida 32258
Phone(904)886-2401,Fax(904)260-4367,FL CA No. 25846
i
HULSBERG
ENGINEERING
Residential and Commercial Structural Engineers
March 22, 2018
City of Atlantic Beach Building Dept.
800 Seminole Road
Atlantic Beach, Florida 32233
Re: Epic Custom Homes
Cohen Residence—388 1 11 Street,Atlantic Beach,FL
To Whom It May Concern:
At the subject project, I understand an approximate 22" wide x 30" tall panel door will be
installed in the Master Bedroom closet to access a storage area under the staircase landing on the
other side of the wall. A minimum (2) 2x6 SYP No. 2 header is required over this new opening
with(1)jack and (1) king stud at each end. This wall is specified to be a SW-3 shearwall on the
structural plans. The new access panel door shall be located a minimum of 3'-2" from the front
end of this wall to meet minimum shearwall length requirements. No further structural changes
are required.
If you have any further questions,please feel free to contact my office.
ss,uat°JA%y
S.
OFFICE COPY
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FCBP #
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SIGNED
11481 Old St.Augustine Rd.,Suite 202,Jacksonville,Florida 32258
Phone(904)886-2401,Fax(904)2604367,FL CA No. 25846
Alpine,an ITIN Company
2,100 Lake Oren9a Or.,SUBS 150
Oris ,FL 32837
ALPINE Phme:I80°'7fi001
., .�... elpine8w.00m
Site Information:
Cusbmer AavSpen Truss Compairy Job Number 17(02-repair
JobOesnlpaln: Cohan Reelderm/Cohen Reekbnee{pipAmaiican Homes
Address 38811TH STREET 101,else Zip: Atlantic Beech FL
Name,Address and License#of Structural EOR If one mists for the building:
Name: Lb rW#: State.
Add CR, alB1B Zip:
Job Engineering Criteria:
Desyn Code: FBC2014RFS Vbw Verelm: 17.02.01.1114.27 JRe/#: 1WBa4080001
Hmd Standard: ASCE7_10 Hbd Speadl pft): 130 RoofLoadffiO: 20.00-7.00-0.06 Fbw Load(psr): 40.0610.060.00-
10.00 5.m
This package contains a job notes page, 12 truss drawings and 1 details.
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1 038.18.1310.11380 F06A 2 038.18.1310.15947
3 038.18.1310.16780 "1 4 038.18.1310.175835 038.18.1310.18380 EJ78 8 038.18.1310.190877 038.18.1310.22993 CAB 8 038.18.131023823B 038.18.1310.25237 CJ18 10 038.18.1310.2880311 038.18.7310.38850 Us 12 038.15.131051540
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TCDL: IN Spell:190 Mph KNA G:NA VERT0.y: DOW 803 MO E 350 I- /233 I- In 15.5
BOLL: 0.00 End..:Cantata "I NA Ce:NA VERT(TL): U.0T8 E 334 1W C 93 I43 /37 1- 1- /1.5
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ftpapit MINIFFM
1.5
Mean Height:15.aDfl COGIMIac CMada CrspFecMc 1.5 E Min Bq WMMRaq= 1.5
NCBCLL:10.00 TCDL:0.2 pet C Min Bq WitlM Rho=
SORA 200 Mg Code:FBC 2010 RES Mm TC C51: D.MB
SCOL:5.0pal 0 Min BqA nd Raq= -
Lme0ure5on:135 MWFDI P:3.00 DIeLMbM1 TPI SM:20D] Mani Goat BeMry EMargie avlem.
SpechB:MO' CSC Oipt a:3.0Ufl RTIRTMOGUsnd:No top Wb CSI:005]
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Wind Wtatlpn:l.BO WAVE MEW Van 17.02.01A.1 11421
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Value Set:13B(C-flec5u 5112019)
Top dmle 224 SP B2 Deme
BMN wBPI onate
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Lumber What eal'138-usm eeN9n values
applpveE 1GQ2013 by ALEC
Wind
WIM Imes Etsatl on MWFRS wits WOHlonel CSC
member claMn.
Len whbvx le eKpmee m Wnd
Additional Notas
Pmmee(2)in oannon S).18rxit T)roe-nails at by uhore.
Pmviea(2)1Be mmmm(0.182M3.5•)ba"aib at batt,cure.
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TCDL: 7.00 Speed:ISO mph W.NV, Ce:NA VERT(LL): 0.025 E 999 240 E 329 I- 1228 /- I00 15.5
BCLL 0.00 Elxiawro:Gown W:NA Ce:NR VERT(TL): 0.070 E 383 100 C w 132 19 1- l- 11.5
SCOL: 10.00 Rlsk Cab9ay 11 ylw•pvallpn:NR HOU((.):-001]C - - D V 114 119 1- /- 11.5
Des Ld: 37.00 BXP.B HOR2(T10:0.0<9 C - - WI.IeerMawbwedan MWFRS
Mean HY,m:15.009 COEeIMMCCIX.H. Clomp Feebs:1.5 E Min 0,WhIth Req= 1.5
NCBCI-L 1000 TCDL:A3pY C Min B9WiYe Req= -
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Load Wmean:125 MFRS Parsing Cost IW w n TPI Sm:20)] Mw BCCSI: 0.157 Beann,E les rpweurlew.
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GCpl:0.18 Fww Tp.(.):
Wi.Mo.:1.80 WAVE VIEW Ver 1].02.01A111A21
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Too a.N be SP a Comes
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BOLL 0.00 Endwm:Cbwd Lu:NA Ce:NA VEWCrL: 0.074E 343 IN D -1231123 IS I- /- 11.5
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Dw Ld: 37.00 EXP'B HORZ(TL):-0.,,C - - Wind leadiww rase on MWFRS
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NCBCLL:1000 TCDL:42 pd D Min Br,WMN RisingSOMI: 2.00 SCDL:5O pd BM9CNe:FBC 2014 RES MU TC CGI0235
: . C Min Sr,Wldh Req= -
LaNGue5m:125 MWFRS Pannal Dlet hR m In Inti 2007 Mn BCCSI: 0245 Baering E is a rl9m snoods.
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FIRTM0y0I0�:Yee Ma Wab C81:
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BCLL EudOsure'.Cmaed Lu NA Ca NA VERT(TL): 0001 C 999 150 C 20 /- 119 /- /- 11.5
SCOL: TOak Cale9nY:11 Snow Cohen,NA HOR2(LL):0.000 C - - B 39 112 /19 1- /- /1SDx Ld: EXP:B HORZ(TL):0.001 C - - Wlm readidna 0afm on MWFFS
Mwn Ha901:15 I1, Cada)YbaCmpde Clasp Factor 1.5
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SoIM'. BCDL 50 pal SIO,COM:FBC W11 RES Pae5 TC L31: 0.025Load DurNSVFRS PaM1IM Diet:0 m HY! TPI SM:200] MTIBCCSI: 0023Sped.,: CSC Dan.3.00H Rap Fact Used:Yes Maga WaBCSI:0."
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ow Endo..:Clove° LU:NA Cm NA VERT(TLI:-0.110. iB2 I. D IDB 1- /ell /1.5
Risk Cemgey:11
0.00 EYP-B Bmx Ouetlon:NA HOU(LL):0.0288 - - C 151 IIS /55 I- I- /1.5
].00 Mean HeiO°I:1500fl Obsep Faces:
L1:0089 - - E1 Min BIp Webb Req MFRS
0.00 la Cods,FSC cilibel.
Creep FeSl 0
TCDL:01 pelf BM ol:200BC 2011 RES Max TC CSI: 018] D Min BMWitlNRbi
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.0 MWF RS Pem11M DIN:Oto1uR TPI 91°'200) Mme BCCSI: 0328 BeMnO Eise rqM eurlaw.
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emDera.i5n.
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CITY OF 14 NTIC BEACH
MAY 3 0 2018 tO Seminole Road
Atlant 4 ech,Florida 32233
it
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date Revision to Issued Rr-moit4l Corrections to Comments Permit# 17cikI
Project Address :ZVe u J:k �'�. �� ��(" �k6
Contractor/Contact Name jerl � S"f' 44c"S
Phone Q(9�t— /—g-�Z �j 1 Email g a )CCa4w.- cotu
Description of Proposed Revision/Corrections: Permit F e Due $ Sd- OC7
Additional Increase in Building Value $ Additional S.F.
1
By signin below,I O a affirm the Revision is inclusive of the proposed changes.
(printed name)
(,0S4-W 1s-7��irF'
Sign re of Co ra r/Agen (Co ractor must sign if increase in valuation) Date
(Office Use Only)
Approved �7Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities 6 - 7 - 201 tK
Public Safety Date
Fire Services
�tor04'/CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
�fill
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Datejjpjr Revision to Issued Permit_ Corrections to Comments_ Permit#
ProjectAddress 5 I l6&ir'
Contractor/Contact Name-.I do y c va— !6 r � . <
Phone i �?W 15 Email ^ '
Description of Proposed Revision/Corrections: Permit Fee Due $ qq
Additional Increasei ldin Value $ (' Additional S.F. M
By signing below,I affirm the Revision is inclusive of the proposed changes.
_ rinted name)
, Jo
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required:
Building
Planning &Zoning eviewed By
Tree Administrator
Public Works
Public Utilities d-01
Public Safety Date
Fire Services
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
x` ATLANTIC BEACH,FL 32233
(904) 247-5800
BUILDING REVIEW COMMENTS
Date: 6/4/2018
Permit M RES17-0161 Site Address: 388 11TH ST
Review Status: REM 170092 0000
Applicant: Epic Custom Homes, LLC Property Owner: COHEN GREGORY M
Email: Email:
Phone: Phone:
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review.Submittals that respond to only one or a
few correction items will not be accepted.
Correct' Comments:
1. I am not able to make out what you are revising with the windows and doors.Call an�set p a meeting wit to work
through material submitted.
Building
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjones@coab.us �NZa I�a� Qe vi-e x, CG ey,� v>^p-4
Resubmittal Notes:
All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of
completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by
indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date
and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which
a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with
revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left
within the set of drawings Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED
DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.