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3 23 WOOD:
ID DESIGN SPECIFICATIONS:
Wood framing shall be In accordance with FSC chapter 23 except as noted In these plans.
k
DESX;iV CODE. The 2001 Florida Building Qde (F8C)
Residentoll Group R-_3 (One- l Two-Family Dwellings)
0 OCCWANCY. 32306JFASTENINGS.
CONSTAUCTIM. Type V1.Uiprotected
BASC WIND SPEED-120 niph The `Fa�tenlng Schedulel In Table 2306 J sholl be used U.N Di In these plons and as follows. The double top plate shall pre6vfde 0
I t
WIND IMPORTANCE FACTOR. 1.0 (Cotegai 11 Building)
4 ft lop and shall be face-nolled with 012d sWers.
WIND EXPOSURE.-C (Less than 1500 ft firi CCL or meon high t1de)
55 (Partiall Josed Building - Located In the WInd-Borne Debris RW 3.230ii3 ON CONCRETE: Z
INTERNAL PRESSURE COEFFICIENT: 10-x y Enc Ion)
0
MAXWJM DESGN WIND PRESSURES (psa
-bolt)continuous from the foundation to the double topplate.
This system uses a threaded rod (thru a
it
opening Size (sti) Edge zones W-0from xii corners) Interior Zone
Typloolonchor bolts are ordy required at the following location&-
+47 and (-)50
0-20 +47 and (-)59
Slowed c 6'oc.at the exterior wall sill plate where the thrul-bolt spacing Is greater thm 6'oc. W
+45 and (-)56 +45 and (-)48
21-50
12 At the exterior wallsillplates where the thru-bolt Is more than 12'from the ad of the plate.
4
+42 end (-)48 +42 and (-)45
Anotil bolts are not required at Interior bearing wall stilplates.
>100
The nulat the double top plate shall be receive a final tightening after the roof system Is Installed.
Ail
DESGN LIVE LOADS.
�A
I?wf: ,w psf 323 .6 SUBFLOORS.-
Attics with Sibrager 30 psf
11 Wher btil ring Is Indicated In these plons use p&wood glued with a construction adhesive and fastened Per- Table J.
10 psf
Attics without Slori
Floors/Sibli 40 psf 323��VERTICAL FRAMING.
2.0 MATERIAL SPECIFICATIONS: Use 2x*'sluds at 16"oc.for all exterior walls and Interior bearing and shear walls U.N.O.to these plans.
41i
;Pf-4, stud grade for all Interior walls end SFP *2 for a//exterior walls U.N.O.In these plans.
use
-IN-PLACE CONCRETE.shall have a ampressIve str
CAST
&vth of 2500 psl at 28 days. Use SYPI *2 top plates and PT SYP 02 sill plates.
CONCRETE MASONRY UNITS.shall be hollow unit masonry In accordance with ASTM C 90 and shollhove a m/n/mup
In genl the thru-bolts serve as the continuous load path from the double top Plate to the faWation.
ype M or S mortor (ASTM C 270).
net area compressive stri of'1900 pst when using T
Where
compiressive
i ft) accordance with ACI 530, the 1900 psi b1Dck In combination with Type M or S mortar provides a design
PNVENTIONAL SrWPING'ls shown In these Plans.uSft
"T Sl�pson SP2 w/ 010d nails each end for wallstud to top plate connections 0 32"O.C.
strol (rm)of 15W pst. 0
a 32' C.
qj ��l
win CS20 strapping wl (7)10dxl.T nails each end for second story wall stud connections
lize of
d The grout shall be In accordance with ASTM C 476 and shall hove a maximum course aggregate s
GROUT.
% days en Shopson SPI wl (6)10d nails to shild and (4)/Od nails to s111 plate 0 l6l and anchor bolts at 320 OiC.
at an l 116sil and /me a mthimum specified compressive strength of 2000 psl at
�j
woordtince with ASTM C A019.
J:LJO
_A22JEXTERIOR WALL & INTERIOR SHEARWALL SHEATHING
RENFORCING STEE&shall be ASTM A66,Grade 40
GENERA4_
STRUCTURAL STEEL.shall be ASTM A36. IE
UsdiT edge nalling In the lower top plate on all exterior walls.
STEEL PIPE AND STRUCTURAL TUBINGM)all be ASTM A500 (Grade B)
SW�j indicates YEDGE NAILING Is also required of the bottom and side edges of the Sheathing.
WELDED WIRE FABRIC (WWFA-shallbe ASTJW A165.
OSB ori`T�illl Sheathing
A RO -sh ode 36.
ANCHOR BOLTS AND THREADED 0S. 711 be In accordance with ASTM A 307 or ASTM F 1554 Gr
ri with 7j6*OS8 ShOUNhIng fastened
Where stucco.brick veneer.or hard1plank lop siding,or Interior shear wall Indicated.unde
WASHERS:shallbe In accordance with ASTJI F 436 Grade 36.
at 64 oc.edges,and Woc. Intermediate.
wl Zd nails. Urdws noted as above.space nails
NUT.S.-shollbe In accordance with ASTM A 563 Grade A Hex.
L Sheathing:
4! 1 HARDIP�#E
ANCHORING ADHESIVE:shall be one of the 11ollowli products (DUAL CARTRIDGE INSTALLATION ONLY).
I use Y16"'Hardiponelsheathing fastened wi 6d nails.
Wheilllile Hard1ponelshown
W I
j
Simpson Strong-tle Co..Product.Epoxy-Tle SET
U/i noted as above.space nails 69oc.edges,and 66oc. Intermediate.
-tle Co.,Product.Mrylk-Tie AT
Slnpsw Strong
Who SW-j is noted fasten wl No.Ili go.I V2'lang galvi.roofing nails and provide hortzontolibbickIng at 48'mox
-MAX or std/n/i stl
All metal connectors which are exposed to exterior shall be galvanized,Z
METAL CONNECTORS.
.3. HEAXRSIJACK STUDS
.3.0 CONST&CTION SPECIFICATIONS.
A
The header and jack shlId tables In 2308J shall not be used. Refer to these plow for header and jwk stud requiri
3J5 l ASSEMBUES: 32308.4 POST AND BEAM FRAMING
floor
Assemblies shaffbe In accordance wIth FBC chapter 15.
it - I I �ii l�
Attach headers to posts wl (2)SIAPM CSW flat stropps w/ (7)10dxl.50 nails to header and ff)1001-T nulls tO Pwt.
Attach headers to wallwl Sinpm HUl hanger wl (14l 2-y4'Tlten screws to bond bow and 00))Od nails to hiWader.
Ancho
A Ll JJ8 FOOTINGS AND FOUNDATIONS: r posts to Ilibuntiallon wl Slfipm ABU post base wl (1) threaded rod set 7,into footill and (12)161 nallis to ast
Z
or use:ft)Simpson HTT16 wl (1) threaded rod set?w Into footing (18)1W nails to Past.
coopw occa once 1804
2
lot
Footings and fiourdlatlons shall be In acwrtlance with FSC chapter 18. Soil tion shall be In rd w
X
.32.30§ RWF AND MUNG FRAMING: Q3
JJ9 ONCRETE.-
be in accoronce with
Concrete and Steel Reinforcement shall be In accordance with FBC chapter 19. Concrete cover shall
All conv�nllonol framing "I be SYP 02. Refer to truss shop drawings for truss details. Provide Ix6 purith bracing qibove
Tabfe 1908.6.
the bottom chord of roof trusses at the spacing Indicated in the shop drawings. Fasten wl 0 6d nails at each trus4b.
_j
Providasoild bimking at roof sheathIng JbInts in the first two rafter or truss spaces from gable ends.
J!
J.PJ MASONRY: 32309-3 ROOF SHEATHING
Mosoni construction shall be In accordamp with FBC chopter 21 and In accordance with the Spectfroli for use
7j6*0S8 or Y2'square-edge COX p&wood sheathing fastened wl 81 nails 6oc edges.12'oc.Intermediate.
-hour
-99. ACI 3-5 D limits the grout 1117 height to 5 ft and requires a I initial Mt time
Masonry Structures ACI 530J
beAvew lifts. '4 GABLE ENDWALLS: _j
.3
framing in attk or continue bloo wall to underside of roof sheathing at off gable ends.
Provide'Platform
J22 SrEEb
Sted Construction sholl be In accordance with FBC chapter 22.
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11111it 110
BLWKING REOUIRED
&rTNEEN ouTRIGGERS
SIMPSON H3 OR SEWO flCPLR
1 14 j
SIMPSW A34 OR SEAKO
EA.OUTRWER
FAP18S W/ (4)8d EA.SIDE
OUTRIGGER
� p
'ER CON
/Z 2x4 BARGE RAF T
2x4 BUCM 0 SHEATING 0
END
"NTS 4'-O'FROM GABLE
SHINGLE STRIP z
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2 i
13,
ly
FACfA
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TOP CHORD OF GA84E END TRUSS
DROP
2x4 BRACE
v W-VO.C.
CONT.2X41 SCAB FROM TOP TO BOT.
CHORD a EA.X-BRACING (PROVIDE
AT'VERT.IF HIGHER
ADDITIONAL ZX4'
THAN 4trTO FORV AN VSHAPE) N ,
CONT.2X4 SCAB
TO BOT.
'M FROlf TOP
CHOW a 8'--O`FfiOM
GABIE
2X4 SCAB IF
(3)16d NAhS
(TYP.) VERT.WEB IS
CONTINUOUS 4tC4 SCAB
NOT PRESENT 4b BOTTOM
FROM TOP T
CHORD TO SkfRYE AS
-BRACING
NAILER FOR
d
8'-OW.
BOT.CHORD OF GAW END TRUSS
.3,
1 BOTRrOM a" OF
SIMPSON LTP4 OR SENCO FAP18F a 41rOZ. GA8kE END TRUSS
CONT.2K4X8LATERAL BRACE Jw NAILS 47 LrO.C.
ZK4
4ErOZ.1 WND BEAM
BLXKING 0
IN FIRST TRUSS SPACE
a 41ro.C.(SEE DEYAIL BELOW
(3)16d NAILS
(TYPJ
BOTTOU CHORD OF
J
2 BLWKING
X4
a 48*O.C.IN FIRST
PLATFORM FRAMING DETAIL TRUSS SPACE
CONTINUMIS 2X4X8'
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02 SYP LATERAL
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M A P SHOWING SURVEY OF
THE SOUTH HALF OF LOTS 6 AND 7, DANIEL AND HACKETT REPLAT OF BLOCK 16, ATLANTIC BEACH AS
RECORDED IN PLAT BOOK 9, PAGE 35 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
2,
MAR 1 6 2004
SEVENTH STREET
40' RIGHT OF WAY (PAVED)
FOUND 1/2- IRON
PIPl* NO CAP
(55.66') (55.66')
cn u cn
c p 0 0
0 61 6
ry c!I N OR<6 OF LOT 6 NORTH 1\2 OF LOT 7 0. 1 LOT 8
>
Lij (110.24' FIELD)
<
ii < 111 .132
DFOUND 1/2- IRON FOUND 1/2" [RON
PIPE, LB 3672 SPRINKLER �WL, LO �Q/�
90�91, VALVE w,
0 27.3' Q�
m 0
CONCRETE 4
4 DRIVE
A
71 cp 2 STORY Ln
0) 0
i\ FRAME & SIUCCO Z 01
2
< _n b RESIDENCE #679 cl C)
1 3' ri
Lj 0 STUCCO WA FLO04=15.2 z 0
FINISH
A
GA�)Li
VALVE
60.8
28 7' '11� 90
- ' ();TELL 1 ��91 /0.2
4* 410 oSPRINKLER
FOUNO 1/2" IRON APC P ADD S
PIPE, LB C!:�Aul L� VALVE
3672 4' CHAI UNK F= NO 1 1
FOUND 1/2" IRON N NCE
PIPC NO 00 PIP9. NO CAR
111 -32
(109.49' FIELD)
LOT 5
NOTES:
-THIS IS A BOUNDARY SURVEY.
-ANGLES AS PER FIELD SURVEY.
-NORTH PROTRACTED FROM PLAT.
-NO BUILDING RESTRICTION LINES AS PER PLAT. Q 1,0 20 0
SCALE: 1 20'
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD THIS SURVEY WAS MADE FOR THE BENEFIT OF
ZONE 'Y' (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN) AS MELVUN M. WITHERSPOON & DIANA WITHERSPOON.
WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE
RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D,
REVISED APRIL 17, 1989 FORTHE CITY OF ATLANTIC BEACH,
DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE DON �GHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED to
SURVEYOR AND MAPPER." FLORID�� pi OR and MAPPER No. LS 3295
I"vM4,�k1r, & MAPPING BUSINESS No, LB 3672
CHECKED BY: -54� BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY: CSK MARCH 12, 2004
FILE: 2004-0313 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
XREF: 2003-669
4
7 '7------7--
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01
9 4/�_
alj$A y
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MOM
Rg G'l=
44, 44
............ . . ....
M A P S H 0 W I N G S U R V E Y 0 F
Tg SOUTH HALF OF LOTS 6 AND 7, DANIEL AND HACKETT REPLAT OF BLOCK 16, ATLANTIC BEACH AS
R ORDED IN PLAT BOOK 9, PAGE 35 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
SEVENTH STREET
40' RIGHT OF WAY (PAVED)
x 14.75 X
4 '7 -7 4 14.38 X
13.75
13.42 14.20 EDGE OF PAVEMENT x 14"59
X' FOUND 1/2- IRON SET 1/2- [RON FOUND 1/2- IRON
PIPE, NO CAP 14.0 PIPE LB 3672 Q CAP
�__� - , - - - - "14.6
13.9 (55.66- 1�- PALM (55.66')
13.26 T
12" PALM J" PALM
14- PALM
Ln L0
11' PALM 12 PALM
00
15' PALM*
Ld 15" P&M* Ld
< 0 D �z
THE NORTH 1/2 OF LOT 7 THE NORTH 1/2 OF LOT 6 _j 13-
z
12" P&M,7414' PAW
PALM (110.32 FIELD)
I I' PALfV* >
13.25 N 12' PALM 0.39 CONCRErE... SEr 1/2- IRON
D x SET 1/2- IRO PIPE
PIPE.. LB 3672 N�7 , LB 3672
0 13" PALV
LL_ x 0*03'18" 11* P&M'r 13.3 14.0
m13.3 11" PALM
0 0
3&
or 2'PALM
z m
DID
z
w THE SOUTH 1/2 OF LOT 7 THE SOUTH 1/2 OF LOT 6
w 0 14'PALM
0 15- PALM
09
U3 CL 0 12" PALM w m
0 0
0
w tn *13' PALM LO r-t
13" PALM 12 A"
14' PALM
12' PALM
LLI 14" PALM 14-PALM*
'A 12- PALM 97.
SN __j 06.
SEr 1/2- IRON (54.79') (54.7W) ��>-
PIPE. LH 3872 FOUND 1/2' IRON 13.6 FOUND ll,�2;PIIRMON 14.0
x 1 .4 PIPE. NO CAP PIPE, NO
13.28 X 13.13
M 109.58
(109.52- FIELD)
NOTES:
1. THIS IS A BOUNDARY SURVEY.
2. ANGLES AS PER FIELD SURVEY.
3. NORTH PROTRACTED FROM PLAT.
4. NO BUILDING RESTRICTION LINES AS PER PLAT. 40
5. BENCH MARK IS A MAG NAIL AND DISK (LB3672) SCA.LE_ 1 20'
IN THE WESTSIDE WOOD POWER POLE NEAR EIGHT
STREET AND SHERRY ROAD.
ELEVAION = 9.87, N.G.V.D. 1929.
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD THIS SURVEY WAS MADE IN COMPLIANCE WITH
ZONE -X- (AREA OUTSIDE THE 500 'YEAR FLOOD PLAIN) AS THE MINIMUM TECHNICAL STANDARDS SET FORTH
WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE IN CHAPTER 61 G17-6 OF THE FLORIDA
RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D. ADMINISTRATIVE CODE.
REVISED APRIL 17, 1989 FORTHE CITY OF ATLANTIC BEACH,
DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M.
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYOR and WPPER No. LS 3295
FLORIDA ILIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: 150c- BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY: PHC DECEMBER 1. 2002
FILE: 2002-12995 1711 SOUTH 5th STREET, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
12-
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