328 10th Street detached garage 2010 REVISIONS BY
MAP OF BOUNDARY 15URVEY
DESCRIPTION:
ro OUIL-0 N HOW
LOT I I AND 13, EXCEPT THE WEST 15 FEET OF LOT 13, BLOCK 12, PLAT NO I
SUBDIVISION "A " ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF AS RECOP)ED
IN PLAT BOOK 5, PAGE 59, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA,
................. ........ ... ..........
..............
TENTH STRE T
61 AW PA AS 40' JVAO
Ox
9UME0
... .,- .,-*:,- " '. '.::' - - ,
5'0 (PI 5.0 Mi
F.1.P. ()Wf I I F.I rP.1/2*
TOTAL LOT i
No M '49*E 84 92 10
4
A
u_tLP_tt4_
SCALE: 1 - 30 '
477
I SMY Mi 15
# 0 L78 U
A/co
0115
8LIXXK 12 14.) AIC LOT 9
/El aLOCKK 12 1
13 E 'A N OSTT,U D S WOW _A_0T a0qrK^45ft go 5-
HEADERSPAN A
HEADER BEAM WINDOWIDOOR 2x4 JACK 2x4 FULL
5444
T C_ov -m
MAX. OPENING STUDS HTSTUDS
Now
wo.M_
SLOW 1z 2-2x8#2 SYP 3'-091 1 2
2-2xl 0#2 SYP w/V Ply Flitch 4'-0" 1 2
2-2xl 0#2 SYP w/ Y2" Ply Flitch 6-0" 1 2
6 N.F (TYPICAL) 2-2x12 #2 SYP wl 3/2" Ply Flitch 61-0" 2 2
5'0 R TOTAL L
LiLr, 110 (11) 2-2xl 2 #2 SYP w/ 1/2" Ply Flitch 71-010 2 2
r
F.1.P.1/2' F 1.P a
AV 40 to I I I
GENERAL STRUCTURAL NOTES
LOT 14 LOT 12 TIE ROD ANCHORING SYSTEM
&O=X J2 OLOWK 12
1.Codes: Florida Building Code 200
1,. Threaded Rod:
and American Institute of Timber Construction.
Y2" diameter A307 continuous threaded rod epoxied into the concrete
foundation and placed vertically tt�rough the double #2 SYP top plate
2. Live Loads:
where it is secured via a 3"x 3" x 1/8" steel washer and nut.
- A 2. Exterior Walls: Roof:
Rod shall be installed at each corner post and at not more than 6-feet on Second Fb
50
center thereafter. The rod should be embedded not less than 8" into min. Stair:
3,000 psi concrete with Simpson AT two-part acrylic epoxy or equal.
3. Wind Loads:
A 2-1/2" edge distance should be maintained. The nut shall be tightened
to +/- 25 pound-feet of torque. For two story walls, a coupler should be See Wind Load Notes
used to join two pieces of rod together to create a continuous path from
4. Materials:
top plate to foundation.
Wood Member for BeAs & Posts #2 SYP
3. Interior Walls:
for Studs #2 SPF or better
Spacing may remain 6'-0" o.c. but reduce uplift capacity 490 lbs from 535
lbs unless',stiffening sheating. Wind Load Notes,
4. Tie Rod Spacing:
Roof truss uplift: 0 lbs - 1,000 lbs -------- Rod @ 4'-0" o.c. Interior Codes: Florida Building Code 2001 la
:Rod @ 6'-0" o.c. Exterior
tZ
Stateof Florida
1,001 lbs-2,016 lbs -----Add 1 Rod adjacent toTruss Basic Wind Speed: 120 mph (Wind Some Debris Zone)
V 2,017 lbs & greater----See drawings 4
&/ - -7
Wind-Borne DebriS Region
Wind Importance Factor: 1 1.0 Building Category: 11 0 :3 ic
C 0
Wind Exposure
IMPACT RESISTANT C2=NQ(FBC 2007 Table 11609.11.2):
tow
wood stilichmill;pariel with a minimum thickrim of 7116 inch and maximum
Enclosure: Enclosed Building Vii-
span of 3 feet shall be permdted for opening protection in one-and two-story
0
building. Panel shall be precut so that they shall be attached i to the kaming
120 surrounding ft opening contamig the product with the glazed opening. Internal Pressure Coefficient GCpi 18 or 18
40 1114
TO- 130 Panels shall be pm&ftd as required for the anchorage method and
all required hardware shall be provided.Attachment shall be designed to resist
Wind Pressure to Components Claddings
the cOmPOnerft and Cladding loads determined in accordance with ft provisions of
hardware
Wind-borne Debris Region ASCE 7 with permanent corrosion resistarrt attachment DRAWN
provided and anchor permeriendy insumed on the building is permitted br
End Zone =6'
b4ildings wdh a mean rod height of 45 kiet or less where wind speed do not
exceed 140 mph. CHECKED
ASCE
Zone Effective wind area(sf) Wind loads(osf)
TABLE 1609.1.2
-",E=wucn,
i moo 3i WIND-13ORNE DEBRIS PROTECTION FASTENING DATE
SCHEDULE FOR WOOD STRUCTRAL PANELS Positive Suction + 4 . 10
Basic Wind Speed +33.4 -36.2
Interior 10 SCALE
FASTENER FASTENER SPACING(inch)
]-see"PAL W" No-
we a TYPE PANEL SPAN 20 +31.9 -347
mesa
2ft 2 to 4 ft 4 to 6 ft 6 to 8 ft 50 +29.9 -32.8 'JOB k
4 A=van 0 M&"ft -=a JwAwrwwm hm 08 Wood screw
100
rJ +28.4 -31.2 Vy
AWq AS�W V*" w/20 embed ie 116
500 +24.9 -27.7 SHEd
-.0.0-rw M mum evad
#10 wow saw End Zone 10 �+33-4 44.7
w/7 embed is is 12 9
+31 9
20 -41.8
Lag screw 50 . +29.9 37.8
50
C
3. Wd MD&M SO�IWIQU-;OCAft w/ 2'embed 16 16 16 16
I -�w V 100 100 +28.4 -34.7
&S= 'm am Aga C=
7
500 7.7
CODEC
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rkr-QUMR�M AND CO
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REVISIONS
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