303 6th Streete
It
N 19`5444" E 99.18'
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W'04'41" W 100.11'
.nr � � s .r. wr+`++rn� w s rror s � � � .�. car r � ®ur r e �r w r�a.� .w r r r ®.an.Re +s r u:rsw r r �� .� � � a� � caw Telmer .ru � ■ ... � � wwif.w r ur �a r a �s r r
6 th STREET
ITE�LAN
SCALE;
H WOODS R SID NC303
AAN IC B ACH F ORIDA
N
WIND LOAD
15,034 50, FT,
WIND DESIGN PER FISC 2001, 1606;2
2,610 50, FT.
BASIC WIND SPEED:
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLASSIFICATION:
MEAN ROOF PEIGPT
ROOF "LE:,/30-45 DEGREES)
ED E STRIP
120 MPP
I
C ( ADJUSTMENT FACTOR = 129 )
ENCLOSED
18.0 FT,
23 DEGREES (5:12)
3.0 FT,
COMPONENT AND CLADDING WIND LOADS
1,511 50, FT,
ZONE EFFECTIVE WIND AREA (F)
ADJUSTED WIND LOAD(PSF)
1 10
19.2 -30,5
I 20
11.5 -25.1
I 50
15.4 4u'
I IO0
13.5 -21.1
2 10
19.2 -64b
2 20
115 -586
2 50
15.4 -Ml
2 100
13.5 -44,8
3 10
19.2 -641b
3 20
11.5 -58.6
3 a0
153 -50.1
3 100
13.5 -44.8
4 10
33.4 -36.2
4 20
31:9 -341
4 50
29.9 -32,8
4 100
28.4 -312
5 10
33.4 -44.8
5 20
31.'3 -41;8
5 �0
29.9 -31.8
5 100
28 -341
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN TI -15 WALL FRAMING
15 TPE RESPON5151LITT OF THE WINDOW 1 DOOR MANUFACTURER AND $PALL
MEET TPE COMPONENT AND CLADDING. DESIGN WIND PRE55URE5
SEE TABLE 1606.213,
0
NDEX ®F DFR41J INC -6:
T-! TITLE 5NEET, 51TE PLAN, DATA
A-1 FLOOR PLAN, ELEVATION
A-2 FRAMING PLANS, SECTION5
TITER VlOU5URFAC-E GALCULAT ON
LOT 51 ZE
15,034 50, FT,
RESIDENCE
2,610 50, FT.
PATIO, WALKS, DRIVEWAY
211$ 50. FT.
DRIVEWAY
1,511 50, FT,
SPED
120 $td. FT,
LOT COVERAGE
LOT COVERAGE 9,
5,568 $0. FT.
31010
BUILDING CODS 51jr"IME R�'
FLORIDA RESIDENTIAL CODE 2006 EDITION
EXI5TING BUILDING CODE 2006 EDITION
ALTERATION - LEVEL 2
cc-CUFANG11' CICUF GLA 5IFIGATION:
FLORIDA BUILDING CODE GROUP R3 - RESIDENTIAL
FCMF Q CONSTRICTION TYPE vl UNSPRINKLEDE PERM( oAChTUREAgE ADDMONALAND COND177Y.•
Foal and Iwy
rds appa., me-maaaon�p�lee Mw appllm b!
zoning, subdivhbn aad other local land
dnralop d. rovulesUnG, bat does ad Qoramule
approval fartlsi:alwa = of pemdts. OompNence
wdh Floes l t0dinp ~4iade and Y ~ appN=ft
lens, Sar and �f�edlrail
acpsra�itNrg id be vedW s�atare of the C'N of Atlantle
Beach
puftmL pier 0or Ywamao of a
bAding"
DATE:
a
IREVISIONS�
DATE OF
ISSUE
05-29-01
DRAWN BY:
HOP
SHEET NO.
WOODS
V
N
w
M
z
�
�
x
a
W
Z
x
DATE OF
ISSUE
05-29-01
DRAWN BY:
HOP
SHEET NO.
WOODS
i
v
11
FAINTED CMU TO
MAT04 EXISTING
ARTIAL EAF ELEVATION!
6CALE:
(ALL EX15TING WINDMS NOT SPOUN)
PAINTED C'111U TO
MIATCPI EXISTING
"PIGI-I WIND" ASF PALT S�iINGLES
ON 301 FELT ON "Vill 5TRUG71URAL
5HEATPIW-z NAILED TO
WOOD lRAM11ING A5 REQUIRED
NEW IMPACT RE-516TANT VINYL
DOU5LE HUNG WINDOW, TYR
No, 1 PREMIUM Fl. CEDAR
5,L4It\,`G-1ES ON TYVEK POU$E
WRAP ON 1/2" 5TRUCTURAL
I=A\['=L 5PEATDING ON xOp
STUDS is le" OL, TYPICAL
HLOOR
— — — — — — — — — —
AREA OF WORK
PI A\1
� i
REVISIONS'
DATE OF
ISSUE
05-21 41
DRAWN BY:
HGp
SHEE T1 NO.
umr15
A-1
<
DATE OF
ISSUE
05-21 41
DRAWN BY:
HGp
SHEE T1 NO.
umr15
A-1
�A
"H!GH WIND" ASPHALT SHINGLES
ON 30" FELT ON 112" STRUCTURAL
SHEATHING ON T4G Ix& NAILED TO
WOOD FRAMING AS REQUIRED
OC 5 (MATCH PX15TiNG)
\--METAL DRIP ON P,T. Ix2 ON P,T,
2x3 FASCIA
ALL FRAMING TO BE No. 1 CYPRESS
TO BE PAINTED. ALL FA5TENINGS
-$ TO BE %`0 H.D. GALV, LAG SCREWS w/
HOLES PLUGGED
No. I CYPRE55 44 POSTS, TYP, FOR 4
FULL CAP FABRICATED FROM
No, I CYPRESS
a
No, I PREMIUM CEDAR
SHINGLES ON TYVEK HOUSE
WRAP ON 11/2" STRUCTURAL
PANEL SHEATHING, TYR.
E I - 51MP60N EPB44T ON l EMBEDDED 4" Q
INTO CONC w/ 51MP50N SET EPDXY 4 6-16d
FIN. l OOR ` _ TO POST, TYP. EA. POST ! r
USED BRICK TO
MATCH EXISTING I u_
>
8"x$"xIl CMU WALL w/ " 5 BARS CONT,
IN TOP COARSE, FILL CELLS w/ CONC.
" 5 BAR VERTICAL BELOW OUTSIDE `
CORNER POST
o
- SCALE: !Y'llil'-O"
EXISTING , , NEW
SNORE EXISTING FRAMING ABOVE,
CUT BACK STUDS AS NECESSARY,
PLACE NEW BEAM
SHORE STRUCTURE ABOVE -
AND CUT PACK EXISTING
STUDS TO PLACE NEW BEA, 1
NEW LVL BEAM, SEE PLAN
EXISTING 2x8 0 16" O.C.
SNORE EXISTING JOISTS ABOVE, –
CUT BACK J015T5 AS NECE55ARY
PLACE NEW BEAM, INSTAL. NEW
SIMPSON LU528 w/ 6-10d TO BEAM
4 4-100 TO JOIST, TYP,
WOOD FLOORING ON 15" FELT ON ---
%74G, PLYWOOD GLUED AND NAILED
ON NEW JOISTS, SEE FRAMING PLAN
EX'STING FOUNDATION
WALL AND FOOTING
TO REMAIN
N��k6
NEW 2x6 * 24"
z
x
La
a
0
W
z
NEW FOOTING 12" THICK w/
2-"5 BARS EA WAY
No. I PREMIUM P.T. CEDAR
SHINGLES ON TYVEK HOUSE
WRAP ON 5XISTING SHEATHING
4"x4" FLASHING
—NEW 2x8 LEDGER
"HIGH WIND" ASPHALT SHINGLES
ON 30" FELT ON '/21' STRUCTURAL
SHEATHING NAILED TO
WOOD FRAMING AS REQUIRED
NOTCH TOP EDGE OF RAFTERS
.0 ACCEPT TSG 1x6 CYFRE55
DECKING
METAL DRIP ON P,T, Ix2 ON P.T.
1x3 FASCIA
NEW IMPACT RESISTANT
DOUBLE HUNG WINDOW
No. I PREMIUM P.T. CEDAR
SHINGLES ON TYVEK HOUSE
NEW WRAP ON 1/2" STRUCTURAL
PANEL SHEATHING ON WOOD
j $TUD$ a 16" CC„ T'ICAf
NEW 2x8 a 16" O.C,
P
A=2j SCALE:
8" CMU BOND BEAM w/ 1-05 BAR CONT.
8" CMU w/ 1-05 BAR VERT 2 32" O.C.
IN FILLED CELL
NEW 12" x24" FOOTING w/ 2-05 E5ARS CONT
NEW J, EXISTING
EXISTING STEPS -
END OF EXISTING WALL
NEW STEPS
END OF EXTENDER WALL
m,
NEW BRICK STEPS -
TO MACH EXISTING
STEPS
SLAB PIN - 112"0 x ':6" REBAR –�
SET 4" INTO EXISTING SLAB
W/ SIMPSON SET EPDXY,
2 PER FOOTING''
VERTICAL THRE=ADED ROD HOLD DOWN SYSTEM.
/2"m THREADED ROD CONT. FROM FOOTING TO ABOVE
TOP PLATE, ALL THREADED RODS SHALL BE
ANCHORED WITH'/2"Ox to" THREADED ROD EMBEDED
311/2" IN CONCRETE w/ SIMPSON "SET" EPDXY OR
ATTACHED TO EAST -IN-PLACE 11/2"04" ANCHOR
BOLTS, AT ALL ROD PENETRATIONS, PROVIDE A HOLE
IN PLATE 114° LARGER THAN ROD. RODS MAY BE
SPLICED w/ SIMPSON CNW CON" ECTORS. RODS SHALL
TERMINATE ABOVE TOP PLATE AT 3"x3"x1/$" WASHER
AND NUT TIGHTENED TO APPROX 25 LB/FT OF
TORQUE. ALLOW "IIIA, OF 3 THREADS ABOVE WASHER,
ALL VERTICAL RODS SHALL HAVE NUT AND WASHER
AT SILL PLATE. SPECIAL ,ATTENTION SHALL BE PAID
TO PRESSURE TREATMENT OF 51L_ PLATES AND
ISOLATION OF METALS AT SILL.
\ i
\
N UJ FO I 4''r,1N ► 4N
SCALE: 114"=I' -O"
I - SIMPSON LU526 ,,/ 4-'Od
TO LEDGER AND 4-106 TO JOIST
TYPICAL
11,14E PL -1 GLUED AND NAILED
PSI; M1=111 O.,Q Is"11QTL`. .af I.—Il ^I-
NEW
r
NEW 2x6 LEDGER PONT
/
------------------
/
NE 'L00fR FIRA �ING PLAN
SCALE: I/4" : I' -O"
FAMILY mkom
/
/
------------
I`!al�lDr TI1ON FLAN_
SCALE; 1/4" z I -0,.
SLAB PIN : 'J2"m x Iro'' RC
SET 4" INTO EX15TING SL.
w/ SIMPSON SET EPDXY,
3 PER FOOTING
11■�
ill wwr�rwrrI
eas
11■I®
a -e
is wrw��www•wrr�wrwwTr+
i
..�..�aw
NEW J, EXISTING
EXISTING STEPS -
END OF EXISTING WALL
NEW STEPS
END OF EXTENDER WALL
m,
NEW BRICK STEPS -
TO MACH EXISTING
STEPS
SLAB PIN - 112"0 x ':6" REBAR –�
SET 4" INTO EXISTING SLAB
W/ SIMPSON SET EPDXY,
2 PER FOOTING''
VERTICAL THRE=ADED ROD HOLD DOWN SYSTEM.
/2"m THREADED ROD CONT. FROM FOOTING TO ABOVE
TOP PLATE, ALL THREADED RODS SHALL BE
ANCHORED WITH'/2"Ox to" THREADED ROD EMBEDED
311/2" IN CONCRETE w/ SIMPSON "SET" EPDXY OR
ATTACHED TO EAST -IN-PLACE 11/2"04" ANCHOR
BOLTS, AT ALL ROD PENETRATIONS, PROVIDE A HOLE
IN PLATE 114° LARGER THAN ROD. RODS MAY BE
SPLICED w/ SIMPSON CNW CON" ECTORS. RODS SHALL
TERMINATE ABOVE TOP PLATE AT 3"x3"x1/$" WASHER
AND NUT TIGHTENED TO APPROX 25 LB/FT OF
TORQUE. ALLOW "IIIA, OF 3 THREADS ABOVE WASHER,
ALL VERTICAL RODS SHALL HAVE NUT AND WASHER
AT SILL PLATE. SPECIAL ,ATTENTION SHALL BE PAID
TO PRESSURE TREATMENT OF 51L_ PLATES AND
ISOLATION OF METALS AT SILL.
\ i
\
N UJ FO I 4''r,1N ► 4N
SCALE: 114"=I' -O"
I - SIMPSON LU526 ,,/ 4-'Od
TO LEDGER AND 4-106 TO JOIST
TYPICAL
11,14E PL -1 GLUED AND NAILED
PSI; M1=111 O.,Q Is"11QTL`. .af I.—Il ^I-
NEW
r
NEW 2x6 LEDGER PONT
/
------------------
/
NE 'L00fR FIRA �ING PLAN
SCALE: I/4" : I' -O"
FAMILY mkom
/
/
------------
I`!al�lDr TI1ON FLAN_
SCALE; 1/4" z I -0,.
SLAB PIN : 'J2"m x Iro'' RC
SET 4" INTO EX15TING SL.
w/ SIMPSON SET EPDXY,
3 PER FOOTING