440 Ocean Revisions A VA I
Y OF ATLANTIC BEACH
TOE 800 SEMINOLE ROAD
ATLANTIC--BRAC-14,FL 3-22-33
UL
6 2014 (904)247-5800
.Z,r' :
By
---IfR6quest Sheet
Date: Received by: Resubm itted:
Permit NIber: Clearance Sheet Number:
Original Plans Examiner: Project Name:
Project Address:
Contractor:wsco
-bontact Name:
Contact Phone Number: 241- 6-3 2 C� Contact Fax Number: (g,3
Revision/Plan Check/Permit Fee(s)Due: $
Description of Proposed Revision to Existing Permit:
Pending Hold:
r Structural: 3
Plumbing:
Mechanical:
Electrical:
Gv— 5-):N I VL Vz 1, YL.
Misc.: KDEO B3/fl
2003 VLC6�� fLCC'YL '—z-0,MCK
-0 CPS/'
Additional Increase in Building Value: $ -5 /< Additional Square Footage:
Clearance Sheet/Site Plan Revised: Environmental Health Approval:
By signing below,I(printnqine�_ affirm that the above revision is inclusive of the
pr
6z"
SignaTu e of Contra ctor/Agent(Contractor must sign ifincrease in valuation) Date
Office Use Only
Date: A�proved:_ 17� Rejected: Notified by:
UU
Plan Review Comments:
01, P F raw I fwo���Jed
4A'X
Pla'ns'Examiner Wte
Created 08/05/08J10
2XI2 JOISTS AT 16"D.C.
CANTILEVERED JOISTS. FRAMING NOTES AND LEGEND 8
WITH SAND BOARD TOP AND BOTTOM PLATE MATERIAL: 2 No 2 SYP,UNO. T————
(2) 61:2 STUD MATERIAL: 2'.N.�2 SPF,ONO.
HEADERS:
ALL HEADERS ARE(2)&6 No.2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO.FASTEN HEADER LUMBER TOGETHER USING(2)ROWS OF IN t0.148�X
T2)1.75'.II.25'2.0R (2)ZX61:2 (2)2X61.-2 (2)2X61:2 (2)2XG 1:2 (2)2XS 1:2 3.5')COMMON NAILS AT 12'ON CENTER,USE OSS SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN.SEE
r 11.2 -P LAM LVL
'P C BALLOON FRAMED
LAM LVL I WALL THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
2X12 BLOCK AT HEADER NOTATION IS:
MIDSPAN 12 1 j
OF JOISTS. 7 7
.01 (2)2X12
.I SALLO N FRAMED F---F NUMBER OF PLIES IN HEADER _9
__T 4 WALL NUMBER OF KING STUDS
(2)2X12 (2),2X6,2:1
L NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
(2)2XIO 1:2
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
Ty
WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
Gx/ TMPRIECAADLED ROD L CATIONS SHOWN ON THE FRAMING AS NOTED
BELOW.WALLS RED LPLAN'
TH QUIRING ADDITIONAL NAILING AND HO DDOWNS.IF ANY,
ARE NOTED ON E PLAN.
c/)
------- SH
sw-#/S# S E RWALLLOCATION
EE DETAILS FOR FASTENERS
0
F w
SHEETN.M8.R
DETAIL NUMBER z
SHEAR WALL DESIGNATION z w
If 0 U_
__j GLULAM BEAM 0
PORCH!
W
I INTERIOR BEARING WALL
L-
), I Ell
ILSTORY THREADED ROD
z
0
m z
T
2�STORY THREADED ROD
Li
INDI ATESGLAZING CLASSIFIED AS END ZONE.
U)
L ALLCOTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLA IFIEDASINTERIOR 0
ZONE.SEE'COMPONENTSND CLADDING DESIGN ED
PRESSURES,*ON COVER SHEET.
I PLATE HEMT 17-9-12 VER PLATE HEIGHTS WITH
ARCIHFIYTECTURAL PLANS AND
PLATE HEIGHT 19-" FIELD CONDITIONS.
-9 gv
MBER OF
HI VERIFY OR PLACE STUD 13RCIJP UNDER BEAM IIFARIIIG.NO
E
STUDS EQUALS THAT OF BEAM PLY,MIN 2 STUDS.FASTEN BEAM TO
STUD GROUP WITH(2)MSTA24.FASTEN STUD GROUP TO FOOTING
W TH LTT20B.USE IN NAILS IN ALL HOLES.IF THREADED ROD IS
IT
WITHIN 12'OF BEARING.NO LTT20B IS REQUIRED.
PLACE rll POST UNDER BEAM BEARING,FASTEN BEAM TO POST
WITH T
(2)MSTA24.FAS EN POSTTO FOOTING WITH ABU6&USE IN
NAILS IN ALL HOLES.
0 --------
L (D f0 NO�2 SYP LEDGER
FASTEN TO EACH STUDITRUSS VERTICAL WITH(3)114'X`I�WOOD
SCREWS
z
FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4'X4'WOOD
SCREWS AT 1W D.C.
0
TUD OF PROPOSED WALL TO EXISTING FRAMIIG
L J FASTEN LAST 3
WITH lOdNALSAT3'0.C.
Lj
SHEATH PORCH BOTTOM CHORDS/CEIIING JOISTS WITH 1116'088
FASTENED WITH Sd COMMON NAILS AT V D.C.ON EDGE,12'0.C.IN
FIELD z
IIUlS,1,ALL HOLES FILLED WITH IN NAILS, D
(2)2X 2 ON 0
WALL. I U-
-A
All, __l
2�01
E ROOM;
V
Tl'Xl JOISTS AT IA.O.C.WITH BALLOON FRAMED
-------- AN......, TEN EACH END WALL-P.H.=17-9-12
WITH(3)IN TOE-NAILS. VERIFY WITH
DECKED WITH N4*P 001).8d ARCHITECTURALI
LYW
NAILS AT 6"O.C.ON EDGE.12' R)
D.C.IN FIELD. i
D 2)
(3)2X12.INSTALLAT
p-
EXISTING ROOF SLOPE.
Ic 81
D No.
(2)2X12.TOP OF
BEAM AT TOP OF
��LOP D BEAM. "mnE,
(2)2X8
A A
C;�_7
(2)2X8 6
6
11 1 .00 4*.....
1 .4,
I !i j 66�
I If 9 a
f�FIRST LEVEL FRAMING PLAN f-NSECOND LEVEL FRAMING PLAN
2 OF 4
2X8 RIDGE B
-- -------------- --
L ALL ROOF FRAMING FRAMED WITH; CONVENTIONAL FRAMING NOTES
L -J 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
ZXS ROOF RAFTERS AT 16'O.C.
7 c
X6 EILING JOISTS AT IV O.C. 2- ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS.
2X!O HIP RIDGE BEAM,UNO.
2X 0 COMMON RIDGE SEAMS. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
M SLEEPERS
2X4 OUTLOOKERS AT 24'O.C. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS,
---I_AI_,,I, SEE C.1,1111TIO.1 IRAMIN...S 5. FASTEN ROOF RAFTERS TO BEARING WALL$WITH A SIMPSON H2J5A WITH(5)8d"l-S INTO THE
I I FOR FASTENING SPECIFICA�� RAFTER AND(5)8d NAILS INTO THE TOP PLATE.
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH(5)6d NAILS INTO THE RAFTER
AND(5)8d NAILS INTO THE SLEEPER.
7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS.
B. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)BdXI-112'NAILS.
9. FASTEN RIDGENALLEY BEAM TO WALL WITH(1)MSTA24 WITH(11)10d NAILS IN VALLEY BEAM,
(11)INTO STUD BELOW.
2 10. 2X6 N0.2 SYP COLLAR TIES TO BE APPLIED.FASTEN EACH END WITH(6)16d NAILS.80TTOM OF
o w
11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING VATH (4) 16d NAILS AT EACH
COLLAR TIES TO BE NO LOWER THAN 113 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 0
INTERSECTION OF SLEEPER AND EXISTING FRAMING,
LOW ROOF RAFTER w
�z
RIDGE 6 0
3f
ui Z
------------ CEILING JOIST
z co
Z3 - 0 ()
------------ HIGH ROOF RAFTER ui Z5 i--
z
KNEE WALL
L--J C13 z
----------- ------- ------ ------ -- -- (2)2x4 SYP COLUMN FOR RI GENALLEYBEAM SUPPORT,FASTENED 0
8d NAILS AT 12 0
TOGETHERWITH 11)ROW OF D.C.FASTEN RAFTER TO
COLUMN WITH 18 CA STRAP WITH t9)Sd NAILS IN RAFTER.(9)8d"LS IN
COLUMN FASTEN COLUMN TO TOP PLATE OR HEADER VATH 18 GA STRAP 0
WITH(9) NAILS IN COLUMN,(9)Ild NAILS IN TOP PLATEIHEADER.
-------------------- -------
z
2" z
3-f 3-f-4--
LL
ELEVATION VIEW
(2)2X6 TOP PLATE jE
f 3--f�-4'
P114 X 4 X I'-T X T-0'
L-SHAPED BRACE.
(3)SOS254W SCREWS,
To'
5TAG
ERED IN EACH TOP N
PLATE.00 NOT FASTEN
�2 if
INTO END OF PLATE.
-A2 .12
11 k
(2)2X6 TOP PLATE
WALL SH HING.SEE
SECTIONESAT
PLAN VIEW
9
IV
r7irl T
fT%C0RNER BRACE DETAIL
MIS
f��ECOND -EVEL FRAMING PLAN
4
EDGE OF ALL THREAD WASHER S H WITH(10)8d AT 24'D.C.IN
—7116-OSB ROOF DECK FASTENED TO 7YIV OSB ROOF DECK FASTENED TO MUST BE WITHIN 3'OF THE HEADER HEADER,MINIMUM(2)PER HEADER
FRAMING WITH Bd RING SHANKS AT 6"O,C. FRA MING WITH Sd RING SHANKS AT 6"D.C. KING STUD TYP BOTH SIDES OF
5-'_—7116-OSB ROOF DECK FASTENED TO ON EDGE AND 12*D.C.IN FIELD. ON EDGE AND 12"O.C.IN FIELD.
FRA INGWITH8d RING SHANKSAT6'O.C. OPENING.
NO.2 SYP HEADER,TYP.SEE PLANS
M N B I r
ON EDGE AND 12'O.C.IN FIELD. —SEE CONVE TIONAL FRAMING NOTES FOR FOR SIZE,PLIES,AND NUMBER OF
RAFTER TO TOP PLATE FASTENING. SEE CONVENTIONAL FRAMING NOTES FOR KINGS AND CRIPPLES.
THUS TO TOP PLATE WITH SOWC15M OR (2)b4 NO.2 GYP TOP PLATE FASTENED RAFTER TO TOP PLATE FASTENING.
D.C. (2)2x4 NO.2 SYP TOP PLATE FASTENED NO.2 SYP HEADER,TYP.SEE
H2.5AFOR USSESUPT06WLBS. WITH(2)ROWS lOdAT16
UPLIFT.USER(2)SOWCI5600 OR(2)H2.5A STAGGERED.MINIMUM 24'LAP WITH(12) WITH(2)ROWS 10d AT 16�D.C. PLANS FOR SIZE.PLIES.AND
NAILS EACH FOR UPLIFTS CRIPPLES TO HEADER WITH MSTA18
WITH(10) IL)d IN LAP. STAGGERED.MINIMUM 24'LAP WITH(12) NUMBER OF KINGS AND CRIPPLES.
HAN 1
8d
LESS T U 200 UBS.ALTERNATE:FOR )IF ALL THREAD CONNECTORS,SEE 10d IN LAP. WITH(6)10d IN HEADER,(8)lUd IN
TRUSSES NOER745#UPUFTUSE
ALL-THRFAD NOTES ON THIS SHEET FOR I CRIPPLE
INSTALLATION SPECIFICATIONS,SPACING FASTEN TOP AND BOTTOM OF STUDS TO
SIMPSON H8. TOP AND BOTTOM PLATES WITH SIMPSON
AND EMBEDMENT j
SPH AT 32'0.C� I NO STU.S I CRIPPLES:(6)1 6d 9
BETWEEN ADJACENT KING STUDS
FASTEN 7ilW 0330 6d 4()-O�C.ON
FASTEN 706'OS8 W/Od @ 6'O.C.ON
AND CRIPPLES. KING STUDS CRIPPLES:(6)16d
EDG ES,12"O.C.IN FIELD. EDGES�12'O.C.IN FIELD. BETWEEN ADJACENT KING STUDS
AND CRIPPLES.
(2)b6 NO.2 GYP TOP PLATE FASTENED
2�4 SPF STUDS AT Il'O.C.SEE STUD PLACE 112"ANCHOR BOLTS PER
WITH(2)ROW lOdATIWO�C. TAG
S THE TYPICAL WALL SECTION.
STAGGERED.MINIMUM 24"LAP WITH(12) LE ON FRAMING PLAN FOR STUD SIZES.
IDdIN P. ALL CRIPPLES AND K NGS TO BOTTOM
2.4 NO.2 SYP PT BOTTOM PLATE.APPLY 2.4 SIFF STUDS AT IT O,C,
FASTEN 711W OSB W/6d @ W O.C.ON 10 ANCHOR BOLTS AT EACH SIDE OF PLATE BELOW WITH SPH WITH(10)8d.
EDGES,12-D.C.IN FIELD.
LA
BOTTOM PLATE SPLICES. 114110,23 P PTI101TOM PLATE,FASTEN
TING BELOW,SEE FOUNDATION
Z,6 SPF STUDS AT IWO.C. FI= TOBEAM BYLOWWITH 16d NAILSATWO.C.
F
314"PLYWOOD FLOOR DECKING FASTENED PLACE SPH BEFORE NML114GI PLAN. i
DGE.lr O.C.IN FIELD.
T TRUSSES WITH 8d NAILS AT G'D.C.ON D.C.WITH(26)10d NAILS.SUPPORT BEAM 2X FLOOR SYSTEM.FASTEN BOTTOM
ED SIT SEE FOUNDATION PLAN FOR FOOTING
P
SECOND FLOOR TO BEAM:MSTA24 AT 32*
S IC'F'�"T'ONG,
jF4
AS SHOWN ON FRAMING PLANS. 0
I PLATE TO BAND BOARD WIT 15-
NOTES
— CS-16,9'ON BAND BOARD.G�ON
1.IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO BOTTOM PLATE.FILL ALL HOLES WITH L)
-12 JOISTS AT I--C- WALL SECTION ON LVIL BEAM ADDITIO L CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP JDd NAILS.
PLATE. (U-1)
1/2' 1'.0' Z
TYPICAL WALL SECTION Ill
z >
(2)2,6 NO.2 SYP TOP PLATE FASTENED TYPICAL HEADER FRAMING DETAIL HEADER FRAMING DETAIL 0 0 _J U.
WITH(2)ROWS 10d AT 16'O.C. 5 112-IT In 'f
STAGGERED.MINIMUM 24'LAP WITH(12) 1/2—1.0' V)
10d IN LAP LLI
ALL THREAD CONNECTORS.SEE z
ALL-THREAD NOTES FOR INSTALLATION w
SPECIFICATIONS,SPACING AND ui
EMBEDMENT. z
NO.2 GYP DOUBLE TOP PLATE 8EAWLVL.SEE PLAN FOR SIZE AND >_
FASTEN 711 6-OSS WI 8d @ 6-D.C.ON BOTH WALL HEIGHTS(TYP� PLIES, ca z
EDGES,12-D.C.IN FIELD.
6X6 PT NO2 SYP POST BELOW BEAMS. GX6 PT NO.2 GYP POST BELOW BEAM.
FASTEN BEAMS TO POST WITH LCE4, FASTEN BEAM TO POST WITH AGE,ALL
EXISTING TOP PLATE AND WALL ALL HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS.
FRAMING.
0
20 SPF STUDS AT 16"O.C. rn
INSTALL SLOCIING BETWEEN
FIRST TWO STUDS 01 HIGHER
EXISTING HEADER
PLATE.FASTEN OSB TO
2XONO.2 YP PT BOTTOM PLATE.APPLY a
S LOCKINGS Wl ad COMMON NAILS BEAM/LVL.SEE PLAN FOR SIZE AND BEANVLVL.SEE PLAN FOR SIZE AND PLIES.
1 r2*ANCHOR BOLTS AT EACH SIDE OF @ 3-O.C. PLIES.
BOTTOM PLATE SPLICES.
FILL OPENINGS WITH ZX4 NO.2
SPF STUDS AT 16'O.C.FASTEN TOP VIEW TOP VIEW
TO HEADERIFRAMING ABOVE (2)SPH WITH(8)
J AND BOTTOM PLATE BELOW 10d COMMON NAILS.
WITH(4)10d TOE-NAILS. lip I
4_�
EXISTING IOUNDA
T'ON
Wo
_STO
WHERE DOORWINDOWS EXIST,
SEE TYPICAL WALL SECTION FOR BEAM/LVL SEE PLAN FOR SIZE AND
EXISTING FOUNDATION
PLIES.
BE THE REST OF THE FRAMING
BUCK.FASTEN EACH
I 10d TOE-NAILS. SPECIFICATIONS.
END WITH(4
BEAM/LVL,SEE PLAN FOR SIZE AND BEAM?L.VL.SEE PLAN FOR SIZE AND PLIES.
TYPICAL TWO-STORY SECTION 2X4 PT NO.2 SYP BOTTOM PLATE.
PLIES.
FASTEN TO EXISTING SLAB WITH
112-I-T 1/4'TAPCONS AT W O.C.
SX6 PT NO.2 GYP POST BELOW BEAM. X6PT.O.2.YlP.STBELQW.EAM_
FASTEN BEAMS TO POST WITH LCE4,
ALL HOLES FILLED WITH 10d NAILS. FASTEN BEAMS TO POST WITH AC6,ALL
HOLES FILLED WITH 10d NAILS. uj
ELEVATION VIEW
i7=.hf F' z
ELEVATION VIEW
W FRAMED WALL.
WALL FILL IN DETAIL PLATE HEIGHT CHANGE f-o%CORNER ELEVATION
CCE)IJ2'-V-0' If2` l'-0' _�E ELEVATION
PERGOLA BEAML SEE ARCHITECTURAL PLANS FOR BEAM
SIZE.FASTEN TO KORBEL WITH H2.&A WITH ALL HOLES
FILLED WITH 10d NAILS. U-
HORIZONTAL BRACE.FASTEN TO VERTICAL BRACE
POST WITH(2)ll4'X5-LAG SCREWS.
4X4 BRACE PQ$T.,FASTEN TO DOUBLE STUD GROUP IN
EXISTING WALL W TH(2)114'XO'LAO SCREWS AT 6 C
VERTICALLY.NOTCH POST AROUND UEDGERATTGP�
FASTEN NOTCHED POST WITH(2)ll4'X5'LAG SCREWS
THROUGH LEDGER AND INTO BAND BOARD. Z�O'RAFTER
SC IAAX,�
EE PLAN
4XG DIAGONAL BRACE,CUT FOR ARC.LEAVE MINIMUM SPA IN' "6' G.G.EAT..NG.SEE WALL
3.5'THICKNESS FOR STRENGTH.FASTEN TO VERTICAL SECTIONS.
AND HORIZONTAL BRACE POST WITH Irr SOLT.COPE
BRACE MEMBERS AS NEEDED TO HIDE SOLT.MINIMUM m
2"OF WOOD TO REMAIN AS SHOWN. ROOF TRUSSES OR
CONVENTIONAL FRAMING VIP
b RAFTER.GEE CONVENTIONAL FASTEN BRACE TOWALL WITH 16d
FRAMING PLAN FOR SIZE AND SPACING. NAILS.
2X OUTLOOKERS AT 24"O.C.FASTEN TO
BEL DETAIL RAFTERAND WALL WITH(3)10d L 2 4 N..2 SYP BLOCKING AT 12'D.C.
(2)2X4 NO.2A PLATE.SEE WALL ZTEN TO BOTTOM CHORD OF
TOE-NA I.S. FA
0
SECTIONS. TRUSSES WITH(3)10d NAILS.
WALL BRACING DETAIL
3,'4'-V-0'
In
4 OF 4