319 AHERN ST #323,313 REVISION OFFICE COPY
"ALL INFORMATION
Revision Request/Correction to Comments HIGHLIGHTED IN
GRAY IS REQUIRED.
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-De t oab.us PERMIT
7-"7 4/ 40 2—7 27
Date:
Revision to Issued Permit OR El Corrections to Comments
'3Z�'
7i '31
Project Address: 319 AA eew 34
C �V_,__
pn&;Ck b;t1—AN 6
Contractor/Contact Name: Ing1f)
a/ /tv
90- ?3 V- 94F4 I? Email: IrfulligANCOW71" Lor
Contact Phone:
Description of Proposed Revision/Corrections:
affirm the revisict n/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional'square footage to original submittal?
E]Nct El Yes (additional s.f.to be added:
Will proposed revision/corrections add additional increase in building value to original submittal?
E]Nci El*Yes (additional increase in building value: (contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(office Use Only)
K-Approved El Denied Not Applica I ble to Department Permit CeeDue$
I x
6? Co
nts 6
Revision/Plan Review Comme
Department Review Required:
Building �Viewed By
Planning&Zoning
Tree Administrator
Public Works e-1
Public Utilities Date
Public Safety Updated 10/17118
Fire Services
REVISION OFFICE COPY
BP#12631-7- (Oc�7/ 0 73, Cc?7 // Od 75-1 0;? 76j 0 ?,Re
-Lz�� d
DATE 196117
SIGNED rn=
IOF
2 4 STUDS 2—SPF #2 STUDS
012" 0,C.
L3RD FIOR
2X4 STUDS
0 12' O.C.
3—SPF #2 TUDS
2ND OOR
m
FULL
ANCHOR, SEE
PLAN FO SIZE
AND L ATION
----4—SPF #2 STUDS
(2)2X4 STUDS
12" O.C.
4L
Ui
OOTIN
HDU8 w/140 --
READ 2 R� D 8 w To
, .1 U / "
A FTHREADED ROD]
2x8 SYP#2 DECK JOISTS NOTCH BEAM 4"
@ 16" O.C. FASTEN EA. MAX. FOR STEP
END w/ LUS28 HANGER DOWN
HGUS410 2
HANGER S2.1
UPSIDE 2-A35
HTT5 SEE DETAIL DOWN
4/S8.0 (TYPICAL) S6.0 HGUS41 0
x x x HANGER
UPSIDE
r 2)P 2 VL DOWN�fl
Jill WALL
lilt ABOVE
HU416 HANGER
EA. END OF ON
'Cr
BEAM It C;i
lilt 7!
Jill Jill
lilt
5! 00
0 (3
L-2(n
Jill-j
Cq
lilt
C14 0"
J CL
ill >- 1 11 —2
24" FLOOR -j
a.
TRUSS 0 24"
O.C. MAX
lilt H13US41
lilt Jill '111/-HANGERI
Jill L
Jill (T)- �
PLY 24" LVL
C
co :
WOU
REVISED
OFFICE COPY
C.,
TIAL TH I RD FLOOR TRUSS
PLACEMENT PLAN
SCALE:3A6"=1'-0*
p Lou Pontigo and PROJECT AHERN TOWNHOUSES 2
BUILDER
Associates , Inc
W
uj
S 0 ,
4r
Lu
S
cc
: z
z* ". . --
OF j
'k
0 N P�
7
I (3)2x4 2-CS16 �I i
III/-SPF#2 r-EA END 54
POS T. OF Sw III (3)2x4
Sw 3/6 ,-SPF#2
---- ------ ---- [ED POST.
------- ----- m
SW 3/6 (4)2x4 FOR RAISED HEADERS, STRAP THE TOP
(4)2x4 2-CS16 SPF#2 UPLIFT STRAP
SPF#2 EA END F- PLATE TO HEADER WITH LSTA12 0 32" O.C.
POST. OF SW III POST. IN LIEU OF THE H2.5A STRAPS ROOF
FRAMII
N
SECOND STORY
TOP PLATE ELEV.
c
SOWC15600 0 EA. STUD
SIMPSON H3
TOP & BOT. OF
HEADER TO JACK qTUrj CRIPPLE STUD
MSTA24 STRAP EACH 0 32" O.C.
lie Oil SIDE OF HEADER
STUD TO LOWER F
SOWC15600 a E
2-SDWC15600 EACH END KING STUD TO BOT. PLATE-TO SEA
OF WALL SEGMENT INSTALLED� FRAMING, 3-SDWC156 0 SDWC15600 0 32" 0
M ON WOE FACE OF STUD INSTALLED ON WOE FA E
WAL+ OF ST 0
2ND FLOOR ELEV.
(2)2x6
SPF#2
POST.
WOOD BEAM
7—(3)2xT8i/7i un,
LAJ A' CONVENTIONAL STRAPPING DETAIL OVER BEAM
PARTIAL TH I RD FLOOR WALL K
FRAMING PLAN
SCALE:3/16"-1'-0"