2025 BEACH BLVD - REV. 12-14-17 DWG'SOEC 1 4 2011 CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date r /Li ? Revision to Issued Permit Corrections to Comments_ Permit # t S I"> - 02 YS
Project Address 2025_. , cec - ` t ,
Contractor/ Contact Name ,kf
Phone QG°�` `3 ec-) Email & _ i �c7�S�✓Lcc �e�r i 1�2�/
Description of Proposed Revision / Corrections:
//OS'C/> oe�/ ItJti. `(S /a 4,>E' �i 2 ✓ec�C
Cit Fee Due $
Additional Increase in Building Value $ Additional S.F. C
By signing below, I R` affirm the Revision is inclusive of thero osed changes.
(printed name)
P P g
Sig J,ure of Contractor Agent (Contractor must sign if increase in valuation) Date
Approved
Denied
(Office Use Only)
Revision/Plan Review Comments^4s 4
t#1�4ra¢iu-A L Pve I
D ment Review Required:
FaMningWo'ning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Not Applicable to Department
VL2 co» 3frvc 1,v,r1
Oh /0�Gt�s�
ON
Reviewed By ,
12-
Date
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 12.19.2017
Permit #: RES17-0245
Site Address: 2025 Beach Ave.
Review: 1
RE#:
Applicant: Building Dynamics, Inc.
CORRECTION COMMENTS:
1. From the 2014 FBC Existing Building 5th Edition, choose a method of construction
compliance/alteration level. Place this information on page SLO, under DESIGN CODE.
2 copies please.
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233-5445
Ofc (904) 247-5844
Fax (904) 247-5845
Site Address:
Existing permit
Phone:
813-4890
Email:
bdic struction att.net
Homeowner:
Jame & Ellen Wiss,
jamesrwiss aol.com
IMPORTANT POST PORTANT NOTE.
CONTRACTOR VERIFY
SIT OVER GROUT FILLED
STEMWALL `CELL. CONTACT EOR
I
SPC1F OTHER CONDITIONS EXIST.
DESIGNE IFLCATONS
NEW. 3.5"x7" PSL POST.
N TO FOUNDATION w
�
FASTEN /
DESIGN CODE. — 5 »
. � THREADED .
HTT5 USING /8
I SfMPSON DTT2Z FASTEN
hFu.
2014 FLORIDA BUILDING CODE.EXISTI
NG BUILDING
» Lou Pontt o and
w THREADED ROD ROD EPDXIED 8 MIN.
/ y2 , » As oc}ates, Inc.
» _
THE ORIGINAL- PLANS EPDXIED 4 MIN OR
} I NEW .2 3
DESIGN IS VOID ONE YEAR AFTER THE DATE' OF ,
DES _._.__ FASTEN EXISTING _
OR CODE COMPLIANCE
�- OPENING
UNLESS PLANS HAVE BEEN REVIEWED F Yx6 TITEN HD.
2 FLOOR JOISTS TO 426 Osceola Avenue
'NEW2 2x10. SYP 2
{ ) # lax. Beach, Florida 32250
.BEAM w LUS26
/
.. HEADER w , 1 -JACK. — : ' Ph. 242; 0)0$ Fax. 24I-)557
DESIGN LOADS. ACTUAL AND UNIFORM � HANGER /TYP.
O J
C7 — s — FL: CA,',g 844 SC: CA# 3579
AND 1 KING STUD
z N
_ .._ NEW (,2)2x8 SYP 2 ,
ROOF
FLOOR N _ --� -- = C) #
+I w` -
-� HEADER w/
1 -JACK
{cd=1.25) (Cd=1.00)ROOF LOADING
w AND 1'—KING STUD_
TOP CHORD LIVE LOAD 20 psf 40 psf Yyw 'y
Z W � O Q , r ----" � ,�`iata �i i„J� ,ftp!✓j
LOAD psf ARCH SHINGLES 10 sf STR
AP HEADER PER
I TOP CHORD DEAD L 7 ) P
P {
°_ . N I— J FA TEN EXISTING .�a`�+��`•''`.,..,,y,1i`�
- --- EXISTING FLOOR o S L
0 psf DETAIL 2 S2.0. = w ,. ,•• \CIrtV,r, ,•,i -o
BOTTOM CHORD LIVE LOAD 10 psf P / o IF SIMPSON DTT2Z FASTEN JOISTS ABOVE TO '�FLOOR JOISTS TO Al
IF
BOTTOM CHORD DEAD LOAD 5 psf 5 psf „ _. N II
P
w Y THREADED ROD_ - REMAIN AS IS. w J L BE w/ LUS26 M No.S ll -
S*
PDXIED`4 MIN OR ,�. HANGER TYP.. li
DEFLECTION CRITERIA.
E { )
Y2x6 TITEN HD. w r OF
r V i
LIVE LOAD L 240 TOTAL LOAD L 180
— -c
ROOF FRAMING. L / / NEW 4)2x4 SYP#2
J J �
Q
a
TOTAL LOAD L 240 � w POST.' FASTEN T .. _I�1 �.
FLOOR ;I?RAMING. LIVE LOAD L 360. & /
:
FOUN ATION w DTT2Z
� � •fff �Vdi'� �+
w I L t
WIND. ,.LOADING.
w I �� __ » n►,
THREADED
z USING Y HREAD
ASCE ,7 .10 �
2
d
RODEPDXIED 6 MIN.
130 MPH
i LL — — Luis'A. Ponti o, PE
� BASIC WIND SPE ASCE 7 10
ED
{ )
AM
FL P£#53311
-=----------- FASTEN EXISTING TO BE
- - - - - - -
IMPORTANCE. FACTOR
1.00.
- - CONTRACTOR VERIFY NEW POST
- -
W/ HUS26-2 HANGER.
y N ROOF HEIGHT
- - - - - 25.0 FT _ REVISIONS
MEA SITS OVER MIN. DEEP _ DATE
------------------------ FOUNDATION. CONT CT
ROOF .PITCH.
--- EXISTING CONCRETE 0
_
EOR IF OTHER CONDITIONS EXI T.
--------------- --
__
BUILDING CATEGORY
--------------------- NEW , (3)2x4 SYP 2 POST BELOW
EXPOSURE 'CA
CATEGORY
SIMPSON DTT2Z FASTEN.
POSTABOVE. FASTEN TO
__ENCLOSEDENCLOSURE CLASSIFICATION
D ROD s FOUNDATION w HTT5 USING $
w Y2 THREADS /
'INTERNAL PRESSURE COEFFICIENT .18
t " MIN
EPDXIED 4 MIN OR THREADED ROD. EPDXIED 8 .
1
i TITEN HD. _-_�
CONTRACTOR TO VERIFY MIN. 2
Y2x6
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
TRIBUTARY
AREA (sf)
INTERIOR
EDGE STRIP (PSF):
ZONE(PSF)
'a' = 4'-6"
10
+30.2 —32.9
+30.2 —40.5
50
+27.1 -29.6
+27,1 —34.2
100
+25.7 —28.2
+25.7 —31.2
DEEP CONCRETEFOOTNG.STRAP HEADER PER
FIELD ALTERATION
DETAIL 2/S2.0. — --
EXISTING HEADER TO BE CONTRACTOR SHALL CONTACT LOU
PONT GO 9 ASSOCIATES PRIOR TO
�,: ,�._. REMOVED . CONTRACTOR MAKING. ANY STRUCTURAL FIELD
NEW (2)2x1 2 SYP#2 — MODIFICATIONS WHICH MAY VARY
'NO STRUCTURAL - ---- VERIFY NON -LOAD BEARING.
o HEADER w/1 -JACK FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
CHANGE TO THIS 1 c� Z_z = ---
AND 2—KING-STUDS. PROVIDE MIN. 3\)2x4 FIE LDALTERNATIONSMADEPRIORTO
Z ( BEING APPROVED BY LOU PONTIGO a
AREA U.O.N.. c0 — i
( ) Z SPF#2 POST BELOW ASSOCIATES MAY RESULT IN
W #' : ADDITIONAL ENGINEERING OR
w EXISTING FLOOR BEAM..
/ INSPECTION FEES:
wo
CONTRACTOR TO �1
ABLE WIND PRESSURE VALUES (ASD). THE
- - VERIFY MIN. 8 DEEP
• ,THE VALUES ABOVE ARE. ALLOW ( ) ' I
T FASTEN
I
ABOVE WIND -PRESSURES HAVE BEEN .RED
UCE BY 0.60 AS PERMITTED BY
SIMPSON DTT2Z CONCRETE FOOTINGU!
! AB » ,
N w Y THREADED ROD EA. END OF ,HEADER.
�i
THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTIO / 2
» I
PERMITTED
SHALL BE »'
EPDXIED 4 MIN OR
Y2x6 TITEN HD.
I
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
PERMISSIBLE. ._ N
� LINEAR INTERPOLATION IS PERMis FIRST_ LE\/EL FRAMING .,PLA
M LW i� l
SCALE: 1/4 =' 1'-0"
_, , AND MINUS SUCTION.,.
...PRESSURE ,. � .,_ .,.w_m,, •:.
PLUS
�I
NEW (3)2x4 SYP 2
WALL FRAMING IS THE
WINDOWS DOORS FASTENING TO THE A
DESIGN OF POST. STRAP. POST TO
RESPONSIBILITY
BELOW w/2-CS16.
,FASTEN. EACH EXISTING IP ROOFOFTHEWINDOW DOOR MANUF. SUPPLIER &SHALLMEET
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
r ' '
RAFTER w/ TOE
SCREWS TO BEAM W
II
3
TRU SOK SCR
USING 2 6/,, S L WS. E
4
T
FASTEN BEAM 0 7
CE
O� SEI\. V I ----POST w 2-CS16.SCOPE/
i
e
N AND METHODS:
MEAS I �
ENGINEER SHALL NOT HAVE
CONTROL
OR BE RESPONSIBLE
SIBLE
THE STRUCTURAL. —
ODS TECHNIQUES, PROCEDURES, OR
FOR CONSTRUCTION MEANS, METH Q
W
SEQUENCES;
FOR THE ACTS. OR OMISSIONS 0F THE CONTRACTOR OR ANY EXISTING ROOF J 4
ANY OF ABOVE
;
OTHER PERSONS PERFORMING THE WORK' OR FOR THE FAILURE
FORA RAFTERS V
J
THEM TO CONSTRUCT THE .WORK IN ACCORDANCE WITH THE CONTRACT TO REMAIN AS IS. —:
,
DOCUMENTS.
f
I
J
Q
r
! Ln
al LIMITS OF STRUCTURAL ENGINEERING RESPONSIBILITIES:
W
c J
L
I
ENGINEER ARE
w
0
SPECIFICALLY DESIGNED
BY THE STRUCTURAL
,
TEMS SPECIE— o r
TH E I�.
FLOOR AND Z = CV
i
ROOF F NO STRUCTURAL
LIMITED TO HEADERS AND BEAMS DIRECTLY SUPPORTING cV cn
UJ v J L FASTEN EXISTING GIRDER ,
I
G THIS
f-
CEILING FRAMING SHOWN ON PLAN. ITEMS NOT ,DESIGNED
INCLUDE CHANGE TO rCD
o , - — r� ROOF RAFTER TO BEAM
'EA N
J
AND ROOF ,
AREA U.0
. WOOD
FLOOR c� L
WATER/WEATHERPROOFING, PRE—ENGINEERED ( ) � __�.. _
WATER WEATH ,
w ' w HU526 2 HANGER.
-1
S FLOOR FRAMTRUSS—TO—TRUSSNG NOT SPECIFICALLYIN
INDICATED,
r`
�
QTRUSSE
w
J
NOT SPECIFICALLY INDICATED
L
ARCHITECTURAL EMBELLISHMENTS
I . CONNECTIONS ARCHI _J w w —
CONNECTIONS, , CO , __I � , r I
AND
ANY
PROJECTIONS, ETC r2 cn
NICE RETURNS I :
ROWS CORNICE COR , )
(EYEBROWS, ,
-H L
OTHER ARCHITECTURAL
MECHANICAL OR
ELECTRICAL SYSTEM.
w ,
_
:
r� oo r
(n
, W L J .
Z\
I_LI , r x
Z
I :FASTEN EXISTING
t
, s
_ ROOF RAFTERS TO
FASTEN EXISTING
J- BE
AM w LUS28
ROOF `RAFTERS TO
Lz
HANGER (TYP.). DESIGN CRITERIA
BEAM w/: LUS28
HANGER (TYP.). � A EXISTING ROOF GENERAL NOTES,
!RAFTERS ABOVE
FIRST AND
i TO REMAIN AS IS.
SECOND LEVEL
NEW (3)2x4 SYP#2 POST. ,r X
STRAP POST TO BELOW
FRAMING PLAN
w/ 2—CS16. PROVIDE I
FASTEN BEAM TO
SOLID BLOCKING WITHIN
#A ; I POST w/ 2 CS16.
FLOOR SYSTEM. DO NOT' SCALE DIMENSIONS FROM
TH SE DRAWINGS. IF A DIMENSION IS
UNLEAR RESER TO THE
ARCHITECTURAL DRAWINGS OR -
/ I % CONTACT THE E.O.R.
PLAN NAME
IMPORTANT 'NOTE.
NO STRUCTURAL _ �` ;., RENDVATION
l DESIGN/DRAW N/CHECKED
TION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUC CHANGE TO THIS
f
`CONTRACTOR VERIFY FLOOR AND AREA U.O.N.. CS. / JB / LAP
ROOF ORIENTATION IN AFFECTED
DATE
I AREAS MATCH ORIENTATION SHOWN
12:08.17
ON THESE PLANS. CONTACT EOR SCALE
IF ANY DiSCREP
ENCIES EXIST. AS NOTED
r LPA No.
UIL-17-01204
I
i
j CONTROL No.
i
SHEET
SECOND LEVEL FRAMING PLAN
_ S1.0
SCALE. 1/4" 1'-0" SHEET 1 OF 2
r
N
2x4 MEMBERS:
(3)ROWS OF 5
° ()
1 ROW OF 1 O
4
;, O.C. TRUSSLOK
°
NAILS @ ENGINEERED WOC
° FASTENERS @ 2z
2x6 MEMBERS AS SHOWN
°
O ROW OF-1Od
2
NAILS @ 4" O.C.
V3—
STAGGERED BEAM:.
I
3—PLY LVL
2x4
OR 2x6 POST
— 3
3 ROWS OF 6 L
4
FASTEN MASTER TF
j (4) ROWS 12d z ENGINEERED WOOD
AT 12 O.C. N FASTENERS @ 12"
�-
.� ..., EA. SIDE.
(3) ROWS 12d 4—PLY1
AT 12" O.C. 2 PLY 3 PLY BEAM:
EA. SIDE. BEAM. BEAM.
2 & 3 PLY BEAMS 4 PLY LVL
(NOT L VL S
)
1
BUILT-UP MEMBER FASTENING
G
52.0
I
I.
I ,
3
" »
7.25 LVL EACH 'SIDE X 7
/s S
OF PLATE. LONG CE
I
i
Y2"O THF
I
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
1 SIMPSON H2.5T.
A B A g lax. beach; Florida 32250
Ph. 242-0908 Fax. 241-9557
FL: CA # 8344 SC: CA# 3579
IJ Ui
i
�tuntameur
r�t«i n��eri
.�% YI V
rs,
D
'
. 63311
C
qtr
s
ISTT 0 0
LuisA. Ponti3 o, PE
FL PE'
# 533 11
HEADER DOWN
CONNECTION
CONNECTION
CALL OUT
UPLIFT CONNECTOR
LSTA18 @ 32" O.C.
A
H2.5T @
32" O.C. TOP & BOT
B
SEE PLA
DTT2Z w 1/2" THREADED ROD EPDXIED 6" MIN.
C
(2)CS16
STRAPS
D
DTT2Z w/ 1/2"
THREADED ROD EPDXIED 6" MIN.
HEADER UP CONNECTION
CONNECTION
CALL OUT
UPLIFT CONNECTOR
A
LSTA18 @ 32" O.C.
B
SEE PLAN
C
(2)CS16 STRAPS
D
DTT2Z w 1/2" THREADED ROD EPDXIED 6" MIN.
REVISIONS DATE
i
FIELD ALTERATION
CONTRA C FOR SHALL CONTACT LOU
PON GO & ASSOCIATES PRIOR T
TIELD
TI I O
2 HEADER TIE DAWN MAKINGANYSTVIHICH AY VAR.
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
NATEWHE' FIELD ALTERNATIONS MADE PRIOR TO
S2.0 THIS DETAIL ONLY APPLIES WHEN NOT D ON PLAN
BEING A�PROVED.BY LOU PONTIGO &
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
PLATE 15
RED IN BEAM
U;
W'' tt''
I
3OLTS. LA z