5th Street West 88 40F
".47,
�v. r,
zx
12
77- 7-6
IVE TEfR a''D
F1 U
I X 2� HARC�IE SFpD, 2" X 4' (",ORNER OLD. %J
L
5VIj�O- FRONT ONL"
fill
LIJ
Y
<
-A >
LJ
"col
4'' FIBER�AESH GONC-,R-ETE SLAE3
OVER & MIL VAPOR BARRIER
OVER <-,LEAN TERMITE TREATED
7-R Yll
x
/X—
DIRT FILL
Y,
15 0� 1� NO Li
E� /X I FOOTI NO PN/
I I I=ul I
(2) #4 ROD5 CONT
N/ a" MAS,ONAR--r STE�l NALL
(ALT.) 5'' X 16" THI-<ENEL�� EE�>GE '
Ll
N1 (2) #5 ROD5 CON'T
FOR A MONOLITIH(� 5LA5
Ll
ly
X I'.I
/ ) #4 Ror--;
X -4 T R i N�
L
X/
5-4"
-JLJ
z
7�41r-�,E:N SL-A,15 b"i x 12
7yj
APPROVF-D
t z
)�WY -Of ATLANTIC BEACH
-0- gUll-DING OFFICE
1:2
- Nov 191996 qy
30-0,
If)
<
IN
0 L/I N
4- X �5 L
6
E;;Z1 7 1! A L.
FF j�
1 NO
01
z
x
-toning
9,
0-AR AOE 5�-7 2
ENTR"r
L-ANA� N/A
ac
7-07ALL L)N�:)EP, R007 :�)Cl
K
50'-0'
A x
F--A 7 0
A/C,
His A/c, 4
Sw -j��j ILI
-FkL L
ILI
t.f 1 1 21&" D L)
Y- ILI
........ ...... fo ti
<
ON-, Y PHONE:
/�z
1-4- ROD ��RPE-
FAN \/AL)L7
PHONE
LA5CO
2(903 3110"B/F 5'0 B/F
ILL
L-A500
0
I ROP 4 5HELF
— — — — — — — — — — —
ilrL
"1[
ROD
0(
IL
j ill
-, .- - I - ---
5'0"E3/f= I-- ==-I — ; ----
VINYL
E�OTH
��,17CHEN E.--LE'VA7!ONS
5
/A N �"T"'5 6
17-
CARPET
CL'O- .
ff),
H.L) H.JU -2'&
D I N 1 N(::-:)
IM ILI
2
T-
AUL T
5 E 2
Z
CARPE7
All 24" ��ARFF-mr :32" (1
tint-W-C -51�
N�L L -J L -j
RF-P=j SP
4 0,.,RE3 1 �j
ly-
<-L
17-7 A- -
V)
2'X4'
Sr_U7
10
JC-� L & 0" -11�1011
Vk
5 A F; A 5 E
L0^
PREKRE F-mCFZ
C) STPLAP HEADER TO CRIPPLES WITH
OARAOE E�1009
OPE:NE:R
SEIVICO RTPGA836 STRAPS ON
EACH END.
-3 F`11�
(2) 2XIO AGRO55 FOR BEAM
F
T-&
a' 6APAeE vooR MOTC AU.- UAD a44'""I(r
(2) )�Xlc) ,j4.2-
-3 -4
5H5050
ffovv� 51
2-0" 4'-0" 15,
C�
F
0)
J
-T >
SIMPSON PA51 EMB. ST P Z
NAIL WITH 21-16d C M
z
F A N
shearwalls nailed at 6"o.c.on edges and Q)
orts with ad
12"o.c.on intermediate supp
common nails. 7
f-O
LLf
F
-�7
T p
M
svj(3: shearwalls nailed at 3"o.c,on edges and
12"O.C.on intermediate supports with ad
common nails.
zi
NOTE: FROM TOP OF E3LOCK TO TOP OF
NOTE-
FOOTIN6, SHALL NOT EXlf�EED 4'8>".
-AL
#4 VERTIC -2x4 OR 2x& ,STUDS
REBAK AT ALL NOTE-
JIL Li
CORNERS #4 VERTICAL -----2'x2'xI/5' WASHER - ALTERNATIVE
-2*x2,xI/a, WASHER REP-AR ATALL .—P.T. 2x4 OR 2xro
x ALT, USE (D' SIMPSON #4 BARe 4al
2'x2'xI/5' WASHER CORNERS
-F.T. BOTTOM PLATE MAS 2 24' O.C. OR (1) 5" X 1/2" ANCHOR BOLTS Or- VERTICAL
NOTE: 'I-, W1 # 4 DOWEL
-R (4) z/11-P.T. BOTTOM PLATE SEIVICII FA-3 2 4' 11.C, --�65EF ORAPH ON PAC-7E
-OR
I rm ovE -,-FOR ANCHOR BOLT 5PACIN6 ]&A F , SPACINO.) INTO 5LA5
COUPSE5 OF SEE CHART 48' O.G. OF,
BLOCK An anz 0* FOR TRUSS SPANS OF so, FOR ANCHOR BOLT SIZE-4-i ILI o4 #4 REBAR VERTICAL A DRILLED IN
(gx(2-10/10 NAP, OR SYNTHETIC FI li;45" O.C. W MINIMUM
REOUIREb (1) #4 IPTH CONTINUOU5 4 SPACINO SrzE CHART 0
ROD �,IU5T BF 2w, N OR MORE ONLY 410 fm(:OR TRUSS SPANS OF 50 BEND AT BOTTOM INSERT 1/2' D I A,
6 X 10/10 A.H.F. . BAR 6" W/ 12' LONG
AROUND PERIMETER EMBEI.
0 2'(5" HIPTH CONTINUOU5 NLY INTO FOOTINCS 5CaLTS 481 c.c.
Or- TOP
T
BLOCK
.4's DEC.$. (MINd
5' CMU BTEMWALL
a' CMU 5TEMWALL
COMPACTED FILL
Li I've/ W1 ALL CELLS L
11 1 ---I I F11 I F11 I I_ 04 RE5AR VERTICAL CONCRETE FILLED
W1 ALL cELLS
CONCRETE FILLED LL.
4V Or- W1 MINIMUM
(ROF-VED) BEND 0 TOP 4 AND RopmED
-4
IE�11 I 1=--1 I IE-1 I I:-: E30TTOM
7-7 1= I= 11
r I COMPACTED FILL
1=1 I 1=1 I FE1 I I
�-ff=.rM
y-
�o 0 ib o4w, 0
(2) #4 REE3AK FOR ONE STORY -1
(5) #4 REDAR FOR THO STORY
U 1-
(2) *4 REBAR
AROUND FERIMETER
(2) #4 REDAR LEDC-E- BEND OUTSIDE o o 40010
AROUND PERIMETER OPT. 5RICK 12' REINFORC ING 5AR LL
W (1) *4 REBAR 25' AT COSNER
j BENID OUT51DE AROUND PERIMETER ONESTORY )
REINFORcING 5AR NoTet FOR A
*00<0
td
25' AT CORNER TWO STORY THO STORY UE -------
(5) *4 REDAR
( ONE STORY
41 �U ;Mr."UM
NOTF--
Zj FOR TNO STORY U57E 20'
(5) #4 RnSAR TWO STORY
X
FOOTING; DETAIL FCR
ONE STORY
-A
t'-010NOLITHIC C0N6TF,1UCT10N &TEt*-'1 WALL at
TWO STORY
FOCITINC-:; �DET;41L FOf;?, C::;AFPAC-:�E DETAIL
6TEt*-1 - WAL L CON5TF:�IJCTION (2)2x-& TOP PLATE (2)2x6 TOP PLATE LL
'NOTE: IF 5TEMNALL 15 LESS THAN THREE' BLO(�,K5 GARA4E DOOR 15ARASE [DOOR
FOOT[NO MUST E3E A TNO STORY 51 ZE HEADER HEADER
To ADD PEAD HF-101-117
§L---STRAP FOR UPLIFT FOR UPLIFT
>—< CONCRETE FOOTINO
8' CONCRETE 5LOCK
2'x4' P.T. PLATE
2x4 STUDS im I&' O.C.
CONTINUOUS 2x4 OCA5 (3)2 FULL LENGTH (3) 2x& FULL LENGTH u) I-
PROM TOP TO E30TTOM L)
CHOFID To SERVE AS (3) 2 xro (2) xrp UNDER (2)7xib UNDER
NAILER FOR X-5RACING 'E DOOR -u--c3AR4onE DOOR
a &' ON CENTER .(3) 2xro FULL LEW:sTH EADER HEADER
op
BOTTOM CHORD OF (2)2x(a UNDER GARA(SE (3)2xb - NOTCH (5) 2x6
GABLE END TRJSS DOOR HEADER
INSIDE 5TUD FOR PD-5 IACPC.5�5.NAILED ON GARAGE
DOUBLE TOP PLATE 12LTHICKENED SLA.E3 AcRoss FOR 12' RETURN's CEIL[Wi 'IF NOTED'
NAILED PER FLOOR PLAN
USE EXTRA 5TUD5
eARA(SE DOOR OPENIN&
124 RAILS VO�G' TO FLOOR FOR 5UCKS
1/21 PLYWOOD EACH
(3)12ci NAILS L SIDE NAILED AT
3' Or-ALL EDGES
40
BOTTOM CHORD OF I I
COM�ION TRUSSES_- ANCHOR MUST HOLD A AW-HOR MU5T HOLD A
o 241 or- PROVIDE CLI P.T. 2x6 PLATE
_--MINIMUM OF 5-roo# FOR P.T.2x5 PLATE --�-MINIMUM OF 5-100# FOR
HITH A MINIMUM 10'FLATE HEISHT IO'PLATE HEIcHT
OF 400 L55 ANCHOR MUST HOLD A OR 4600# FOR 8V OR 4600# FOR 5'
OF- SHEAR MINIMUM Or 5*700# FOR PLATE HEICHT PLATE HrzI&HT
2 X 4 BLOCKIN& I&PLATE HEI&HT 4' C-ONCFETE SLAB "-4' (--ONCRETE SLAB
0 45' 0/-'. 5ETKEEN OR 4600# FOR J51
PLATE HEI&HT
(SAULE END TRU56
KAIL-5 AND FiFc5T COMMON A—
CONTINUOUS 2x4x6' TRIJ55- (2) 04 IN MOCK r-ELL5 (2) #4 IN BLOCK CELLS
*2 SYP LATERAL 22' AT ALL CORNERS AT ALL C-ORNERS
BRACE 0 45" O�C� ff N I TNG
At C<)NCR5TF- FOOTI G.ONC-FaHTE FOOTINC*
p P
THICKEN 5LABACRO55 THr-KEN SL-Ao ACROSS
150MFTF,,1C, OF LATEFAL ANCHOR MUST HOLD MINI L j pj EV&E OF OPENINO ED&E OF OPENIN&
5RAGE TO G;,45LE END 5-700# FOR 10' PLATF- HEI&HT -A
OR 4600# FOR e0PLATE HFI&HT
T
-IF,'USS FL,4TF0f;PM FRAMINGr
c:;AFPIAG�E ID00f;P, ELEVATION C-IAFIAG�`E EDOOFP, ELEV,4T-I-ON
DETAIL at
N/A RETURN OF 12 OR LESS
[:)OOFP�, 01 E N I NC:-; FIBEROLA55 ROOF SHINOLE5-,, FIBERO-LA55 ROOF SHIN5LE5
**22" MIN ONL'�r, IF BEINC,, USEP
FOR A SHEAR NALL" 1116" O.S.B. ROOF 5HEETINO -1/[&" 0.513. ROOF SHEETIN6
BLOCKINO REWIREP OVER 15 LE35. FELT OVER 15 LE35. FELT
2X4 E31-OcKING a E317-THEEN OUTRIOOER5 PRE-ENOINEERED 7RUS5ES FIRE-ENOINEEREP TRU55E5
SHEATHINC-s JOINT 2x4 CUTR(CaGER HURRICANE C,LIP a 241, �Hr._ATHING AT 61 O.C. 0 2411 ac.
4' FROM OA13LE a 24" O.r-.-\, H-2-5 OF, EQU,AL NAIL ALL ROOF 8 NAIL WITH 8d COM 5EE CLIP DETAIL FOR MORE IN
END a 45" O.C. SEE CLIP DETAIL FOR MORE INFO. ON ALL SUpPORTS. ANK Fa.
-"ANGE OR 8d RING SH
-11fro' $TRUCTURAL u zz 2x4 5ARGE 2 X 4 DOUBLE TOP PLATE __j 2 X 4 DOUBLE TOP PLATE <
ROOF SHEATHING RAFTER CON-r. 8D NAILS (1 IN EACH PC. OF SIDING) X (b FACIA E3P. W METAL EVE DRIP
I X & FAr,1A E31:?. I^V METAL EVE DRIP j- Lu
5ULATION JU 3:
2 X 4 5UB-FACIA
SHINGLE 5TRIIP 2 X 4 5UE3-FACIA Z-30 Arric, INSULATION
5/8' PINE SIDING \\- P '\�� R-30 ATTIC IN
-FASCIA (1) TFP4 OR (1) FE35-24 CLIP AS NOTED 5/e5" 5HEETKOCK USE (1) TPIP-4 OR (1) FE35:7,4 CLIP A5 NOTED 5/&'� 5HEETROCK
2x4 X-5RA( STUD WALLS (10-5D NAIL5) 5EMGO OR EQUAL �3/p VENTEI:�, FL',rNOOD OR VINYL 50t`FIT (10-50 NAILS) SEMGO OR EQUAL VENTED PLYNOOD OR VINYL SOFFIT
19 alo, O,C. 1E TOP CHORD OF 511
_�GAE3LE END T'RU55 INTERIOR NAILING 12' O.C.. EXTEERIOR kiALL INSULATION I X 2 PT EXTERIOR 1,qALL INSULATION
2/ IDIROP 3 1/2' IX2FT
MAX F-OR 5TUCco OR LAP SIPINO USE
CONT� 2x4 5C4B FOR STUCCO OR LAP 51MIN65 USE 1/16" APA APPROVED 0.513. FOR 5HEAR' 51DINS A55PECEP
2x4 SC . 0 FROM TOP TO) -1/16" APA APPROVED O.s.13. FOR SHEAR SIC�INO AS 5PECEP OR 4' X VVERTICAL 510INC, FOR SHEAR
CONT. TOP E30TTOM CPOIRD VOLEX-E STLOVIN& AT EA
OR 4' X &' VERTICAL SIDIN5 FOR SHEAR VOU5LE STUEVIN& AT EA PENDINO VsIHAT 15 5PECED ON ELEVATIONS
ig x-i3FAaNc�t
150TTOM PENPINO VAHAT IS SPECED ON ELEVATIONS ENV OF A SHEAR KALL E�V OF A SHEAR HALL
(PROVIDE #5 ROP RUN IN FT&. P THE TURNED
PROM GAE 7 - ADDITIONAL Zx4's #5 ROD RUN IN FTO. I' THE TURNED �(1) M=L5 OR (1) Ht:?5A HoLDONN a UP THRU BLOCK AND INTO 5LAf3 P
AT VERTICAL IF (AS NOTEP)MTT2e, OR Hm5A HOLDONN a UP THRU BLOCK AND INTO SLAB I' EACH END OF SHEAR KALL5 FIDERMESH
3) 12d NAILS
HIGHER THAN 48', EACH END OF SHEAR KALLS FIDERME5H. (1) TPP4 OR (1) FE3522 CLIP AS NOTED
TO FORM AN "L' OR 4" CONCRETE 5LAE3 LLI
T-1 (SEMGO OR EaUAL)
TYPICAL A SHAPE) (1) TPF4 CLIP A5 NOTED OR —4" CONCRETE SLAE3 ---- >
X-13RACIN6 (SEMCO OR EQUAL) KKM FOR ANCHOR E30LT 5FACIN67 R BERRIER n z
2x4 SCAB IF', I
FOR ANCHOR f3OLT5 SIZINc, SEE NOTES # 2 MIL VAPO
VERT. WE5 IF MIL VAPOR BERRIER
7
AND5PACINO SEE NOTES #2 ALT. USE (1) SIMPS11N
NOT PRESENT MAS @ 24' O.C. OR (1)
&11 MA50NARY STEM NALL N/
---i?� . SEMCO FA-3 2 24' 0,C.
E30TTOM CHOIRID OF FILLED CELL5 (2) #4 REBAR AROUND
GAE3LE END -rRUSS 4' X 5"VERTICAL (2) #4 RODS PERIMETER BEND 6OMPACTEP, TERMI.TE TREATED
IL
coNT. 2 x4xV 02 5YP CON'T. THRU FOOTIN& cul COMPACTED, TERMITE TREATED OLJT51PE: BAR 25" CLEAN FILL DIRT Lu
(2) 2x4 TOP F4LATE AT CORNER
LATERZAL BRACE-/ 51DINO IN5TALLATION CLEAN FILL DIRT m LL
s 45' C.C. all X 1611 CONCRETE �j
UNBRACED LENOTH OF X-B'RACIN& MAY ---2x4 STUD6 a DETAIL IL
NOT EXCEED 10 Fr::E:T. IF 2x4 E3LOCKING 1w 16, O.C, 1"�OOTINI57,
LENO-14T DOES EXCEEP 10 FEET, 495' O.c. 5ETWEEN
ADDITIONAL 56AE315 Rr-OUIRIED- G45LE AND FIRe
NOTEA Z
FOR STUCCO APPLICATIONS 1/160 O.S.5. 447T BIR RUN FOR STUCCO APPLICATIONS 17/160 O*SJ5. "jST BR
CLIP a 48' OC. HORIZONTAL. IF STUCCO APPLICATION 15 HORIZONTAL. IF STLACCO APPLICATION 15
CLIP MUST FROVIVE 1�i
MIN& USE FOR SHEAR THE KALLS M)ST MIN& USE FOR 5FEAR THE KALL5 MJ5T
A MIN1tvIUM 400 LOS. 2
OF 5HEAR. BE BLOCKED AT THE O.SM. JOINT. BE 5LOCKJX) AT THE O�SB. JOINT.
IF ITS NOT A SHEARY4ALL, CLIP MAY BE USW. IF ITS NOT A SHCARKALL CLIP MAY M USED.
2
rl.=W-
rT 4
4 4,
�/1)2
FULL LENr
4' UNDEP-
R" -E DOOR
21 ER
- NOTCH
INSIDE 5TUD FOR
tT
-'4
F� LA1Tf=0fP,-,t*1 PF,,At�IING; C--:;A5LE ENID- 7YF. NALL t�ETAIL e2.-,. OF7. MONO NALL DE7AIL