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9 10 Owen Avenue,
Jack5onville, ft 32250
CRC 0223G5
"Jack5onville'5 infill Builder!"
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RECEIVELD"'
Atv' 2 2 10/99
APPROVED city of AflAntic ROAQ11 Neck
CITY OF ATWITIC BEACH
BUILDING OFrIC8
FEB 23 1999 All f-nqmeennc3
cletailf> to be- found
on attached 5hcet b%j
Jeffrey K. hul5bercj,
P,E.
L
p4
DE5TCON, Inc,
9 10 Owen Avenue
Jack5onville, FL 32250
CRC 0223G5
"Jack5onville'5 Infill builded"
in
Ptan for:
JENNETTIf NEEDHAM
LOT 1 , BLOCK 184
WE5T ATLANTIC
BEACH
F
2'-r
CL
+
2114
Lu
LL (J)
5LAB A A�
2113 5q ft
All Encjincerm(�
dctaiI5 to 1�,e, found
I j on attached 5hect by
Jeffrey K. Hul5berj,
5 Is
Ailloadt,,-
or Bt S," DE5TCON, Inc
9 10 Owen Avenue
Jack5onville, I'L 32250
338
08 CRC 0223G5
3'5 45 'Jack5onvdIe'5 Infill BuLerl"
3030
--------------
Plan for:
Q DATH
& CEILING JENNETTE NEEDHAM
4'10 x 7'3 6 CEILING
t 2 LOT 1 , BLOCK 184
o
WE5T ATLANTIC
L,3 10 13EDKOOM
3'8� 17-4 2'10
�\r 1��\0- BEACH
9'5 x 12'4 1`3
LA 7. 2 BEDROOM GO
0 0
12'G x 12'4
C)
_2'4
uD 40G8
L— __ - U - .-- _ ___
V
<\
18400 4%8
4
.2
It? -1 28 2'G 2'3 11 1110�� r-4'5;=-
cu 2'
2
cm
L--i
5mfLF
IN5ULATE WALL 5ECTION PLANT 5HELF
D.Ln PORCH x 1( Pr Posr ON Si-. �'_W AW
114 ROUND
TRAN50M
CATHEDRAL ... .. .. .....I
\CEILING W1 10' .. ......
--- --------- ---------
------------ -----------
/PLATE MGT 4'8 1/2
71-41 COLUMN5
CONCRETE PATIO---
,."/FAMILY ----WITH 56 PLANT 0
5HE 0
114 POUND 171 x 13'1 LF
/TRANSOM
0
2 DINING 0
-3------- I I'G x 12'3 2 P4
OG
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CEILING TO
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4'
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--i-35 1/2 J, 0 LL
F PTION Cn (n
2868, y
2 1-
7
C) I
7 c1j cu
721 DIAM ORCLETOP PLANT 5HELF
20G& G8 GARAGE
Pal PI 0 1/2 L
15 Q 3-4 28, 3-6 12 2CYI I x 2 1'4
PLANT SHELF 0 U Q
CATHEDRAL c1j
u) CEILING W/6'PLATE 3-4 31 J
fm
MT52 MGT(THRU 5UITE). 1� 2068 MA-5TER 13ATII I
MA5TER DDRM 64 x 126
L
293 12' G'5
e
ILL- 7
1 15 1 IG 112 -1 j
2 2'10-- 2%
142 112 G-5 5-4 1/2 I'l 112
—7- �_2-3 21-7 112 All If n6jineerincj
51- detaiI5 to be found
Shearwalls nailed at 6'O.C.on 0009 WmJ 12'0 on attached 5heet by
on intermediate supports vvith 8d WrAW 1W b=r4l 3- Jeffrey K. Hul5ber-�,
LIVING ARfA
I G35 5q It hearwalls nailed at 3" o.c. on edges and 12*,).Q
UILLIL" 8
supports &W
M5TCON, Inc
9 10 Owen Avenue
Jack5onville, FL 32250
CRC 0223G5
"Jack5otmIW5 Infill Builder!"
BEDROOM
95 x 12'4
Plan for:
JENNETTE NEEDHAM
LOT 1 , BLOCK 184
WE5T ATLANTIC
BEACH
$ $
3i:
PORG.H
5'3 x 8'2
6/' ----------------- --- ---- ...... ----------------
---------------------------------
0 ------------------
------------- ---------
--- ------------------
FAMILY
171 x 13'1
...........
f-Lf-CTRJC
4:1%
--————————-
$3 $3
6E
4
F= ------
TV!q
$
Inv
It,
' 0
GARAGE
20'1 1 x 2 1'4
MA5TER, 13ATH arl CL
8'4 x 12'
AAb&
MA5TER 13DRM
293 x 12'
3z All E"neermt3
detaII5 to k�e found
on attached 5heet i7y
Jeffrey K. HU15berq,
rylc�to ��t
WS,TCON, Inc
9 10 Owen Avenue
I If 11 JacksonWic. FL 32250
I 7--L I I I I
11 If I I L 11 1 1-7--L-
T— T CFC 02;23GS5
"Jacksonville"5 Infill BL"Wer!"'
--L—r—L—T— I r I I —T 7 1
If
7—L
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JENNETTE NEEDHAM
LOT 1 , BLOCK 184
WEST ATLANTIC
DEACh
FF
1103
I I T——T-
fill
fmr'%NT
III Fill
I if 07
III
L r I I i—
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ELEVATION5
I I I I —L7 I I I I I I I
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off if 11
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it RIGHT 51DE
I T I I I I i I I I
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Adl Eni3incerinq
details to t7c found
on attached sl�� 1:�y
Jeffrey K. hulsl2er,3,
YA
BE5TCON, Inc
�)10 Owen Avenue
Jack5owlle. FL 32250
2 5
I —T- I Is I I I I
I I I I I I "Jacksonvitle's Infill Nilder!"
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"d--r III fit
Plan for.
JENNETTE NEEDHAM
LOT 1 , BLOCK 154
VVE5T ATLANTfC
BEACH
7- -Z
14,
REAR
I
ELEVATION5
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LEFT 51DE
T1 -IF
AJ1 En�ameennq
detmI5 to t?e fowd
on attar-he,4 5heet by
Jeffrey K. Hul5berfq,
F%E.
C\
5TRUCTURAL NOTE
Rim MNW
STILID TABLE
1/2w.W ANOM MXTS 6 37'9,C MANVFACTURER CONNECTOR NAIUNG PATTERN I. WOOD FRAMING SHALL COMLY WTH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
1Z*s 2'.IJI!WASHIM THE LATEST APPROVED ADDITION OF THE SBC CODE
ALTURNAM US9 111MInDU UM 00 L FM CUT LENGTH SAW-1.1 BE 44' __�_EILING No 2 SPF r4c. 2 SYP No. 1 SYP
$EMW FA5 AT 11417 L&T1 FOR Lfi' DEEP JO St
2 4 pt AIL CA Smax SIMPSON LTT20 10- 16d COM -2
Z_. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x6-- 2x4 x
so&W TP#*4 J2' U�C EPDXY ANEiIOR ONLY IdIt"P4 NAILS 11 �F I
1-1 A MINIMUM OF 4'-0" AND NAILED WTH 1-l- 16d COM
6 OF EDGE CONCRETE z
00 SIMPSON MTT28B 24- 16d COM NAILS OR 16- 3*',, .131" GUN NAILS. 8 ft, 16"oc. 24`oc. 16"C)C. 24*'oc. 1 6"0C. 24"oc.
0
CLEAN NAILS
VAN 3, ALL GA13LE ENDS SHALL BE BALLOON FRAMED OR
NAILS
BRACED PER DETAIL 9 ft. I 6"oc, 24"oc, 16"cic. 24"oc. 16"0C. 24"OC.
SEMCO MTS2713 24- 16d COM
TRUTW AIM DWACTrYsU. 4 SHEARWALtS SHALL BE NAILED AT 3" oc, OR 6" oc.
ALL 10 ft. 12"cic. 24"oc. I 2"Oc. 24"oc. 16"oc. 24"oc.
5 SON =HDBA 3- 7/8" BOLTS (AS NOTED) ON ALL EDGES AND 12w' oc. INTERMEDIATE
imp
-8. F _.s.Wd cow- Vy
Net.w W a cow-M w/ 8d COM NAILS (U.0,N.) BLOCK ALL UNSUPPORTED Z_
e tout EDGES NTH 2x4 VLATWISE BLOCKING SHEARWALLS I I ft, N/A I 6oc- I 6"oc. N/A 24oc.
NAIL w/ It - 1001 CON 0
r-w IN EACH END LMT14 SHALL BE 15/32" CDX OR 7/16" 0513. (U.O.N.) 0
a Sim 1:014011111014 1 TOP AND BDTTOH S"20,, S t -Tie HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 4,
C%I6 AT 12 ft N/A 16"oc N/A 24"OC.
(�)�I �MDOOUTHIC�FOOTINO�vw/ ISFI�ICKVIEINi 5/8"xS" WEDGE 5 STRAP HEADER 57LIDS TO DOUBLE TOP PLATE wl
MT5278 ANCHOR TPP4/6 AT EACH END OF HEADER AND NAIL W/ 8- 10d
5/8�' THREADED ROD WITH MIN 5" EMBEDMENT N/A 16"oc N/A 16"oc.
COM NALS OR 10- -131"x 2 112" GUN NAILS. 13 ft. N/A 12"oc A
3/4".8" WEDGE
I/z'!:9,AlCkon IMM a 3r MTT288 5/8" THREADED ROD WITH MIN. 7" EMBEDMENT
/z r 4 Ifir 41040" ANCHOR 6- HEADER STUDS AND HEADER CRIPPLES SHOULD BE N/A N/A N/A 16"oc.
P&Nftwir.wz lay""ma OR ------ NAILED TOGETHER AT 6 1. 14 ft. 12"oc.
vj"FA-3 AT 74 C oc. w/ I d GUN NAILS ( 131x
Z t 4 FT IRLL ON SUNAL .......... 112-47- WEDGE
nwo f"4 0 W LTT20 ANCHOR 1/2" THREADED ROD WI TH MIN. 5" EMBEDMENT 3") '�,TAGGERED CLIP UNIT TO SHOE PLATE WITH
6.11.1*01;w"Op
I- TPP4/6 CLIP AND NAIL WTH 8- 10d COM NAIL5 J
LL
NUT wl 2" x 2" , 1/8" WASHER HD8A N/A 3/4" THREADED ROD WITH MIN. 8" EMBEDMENT
/MONO" NOTE: THIS TABLE APPLIE'; TC1 STRUCTURES WITH
WEDGE ANCHORS SHALL BE "RAWL-STUD" OR "KWIK-BOLT" CIR APPROVED EC1UAL 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED TO MEAN R 0
-BEAM- w/ 112" THPFAI'ED WITHSTAND THE DESIGN LOADS BASEL) ON A 100 MPH WIND HEIGHT LESS THIAN 25' AND CONSTRUCTED IN WIND
"41. a Nil, AKR BUWX$ "EPQA(-TIE'* OR HILD "HIT" OR, APPROVED EQUAL ZO!"IE
R YO ROD THRU CENTER EPDXY SY5TEM SHALL BE SIMPSON
rffARD AW C0iXPAOYTD FU ZONL o� Uj
SIMPSON PA !�l EMB STPAF 8. ALL COHNECTORS ARF SEMI-O C)R E0L1AL (IJ O-I`�-) 100 MFH OR LIESS
00'.CEW.
L41C 2;5*Lv*Cowan
SLAB TI,-ICKENED EDL__JE ]ED ON MiNIMLIM SiOIL SPF ST�ID _R4DE MAY BE USED ON 8' OR
z 11101"C0011014 USE GAPAGE 9 0�'NIDATION DE51(.,N 15 BAJ .
IT.dow ___�PERMACAST COLUMN 6FAPflG (7APA-IT'I C)F 2,000 o5f LESS
'_TFM'A/ALL _)rj NOMINAL PLATE HEIGHTS )N SINGLE STORY AREAS OR
10. WINC) LOADS �APBA5U if 1 7
__�E C I
IQC-_�PK THE SECOND FL(O0R ON TWO STORY AREAS.
_,TEM\,/ALL F[IjTTtj�j
BRICK VENEER WITH s'AM V4E
AN?WALL TIES At 16*150. VERT.AND AT NAILING SCHEDULE ftmwvt&m
42 at HORTZONIAL AuMATEKMMG2
WITH CALV. PLASWING AND WEEP HOLES. 112" THREADED COOPLINt_� CONNEM TYPICA NALM ALTEWTI K#AM I
2-4 Ft SILL*/UMCO TPP4 AT 32'OC.
COLUMN BASE Loch 2D.t2d*An
V2* 10"AB,AT 32*OC, Is 41(4.
2 2-- 1/8'WA514ER f- =121v"r 011111511111111111111UWArDIA
Its.U:
4.CONC. SLAB 25000 .1 -FOUNDATION sw.*_mrrg belL TIM disid or
FISERNM OR 6-6-10/10 WW Affl=vw
In ft Ism%Ih ad onn"A t*%WWft(LI31's2Vf
112" 10" C.ALV ANCHOR BOLT rGA(a Fe RMIs ve
*qft**ram 41131'A 2 Ur wak rN or uwjt r,ft IF
7 vrw7tww 1111111*41"TIA Op IIII riabirdiadforinkV tw*tIMMAC 0-1
ijff.,
CLEAN jr*A oa Wpw rd r&L III j.0 Is
TREATED, COMPACTED FILL
jn t"
is aween
ni; S'CMU WEMWALL�/ Ilk VERTICAL 44 BENr INTE FOOTING AND WH_4__ "torp"disirk __Hisift
AT 1.
OC-AND ALL CORNERS. NOTE 4-4d 1111111now 4-at3l'oll4tasialmho
12'400K AT SW 940 4'HOOK LZLY__�%_ THICKENED ED(--jE
w1ork. �1) ..................... _ M -
AT FOOTING. 4 T unal TM 16 1
IRP4/ OP AW
BOTTOM 44 VEPT -TYFII--AL-
20'- 10'CONC, OPEN*45 V
70 U-111d Col. aw-0,w Mills
7. MOIN use
--- FW TWO-STORY --- (7) tpP4/6 TOP A
F007ING ar/2#5*s CONt. 1 #5 FEINT, 16-118d j1* inh).--. v-4
tv OOTTOU 3wZ6%w(r---- I �i� I
USE 12".1o,M. 416 AT 32'at tmpo HOU &*13-1ffbqft#w3 q
3 Iva CONT. NOM. (ryprAL) Am Ord r-1rUrx-Tvrx-hy--
INPICAL IrRAINNNO PLACEMENT OF SIMPSON PA51 EM8. STRAP
NOTE$
ANCHOR BOLTS
MAT BE LOCATED
AT EIT�Eg 5tM
or 1`&4 SrLos &vwMn__
PLATE WU3T BE
r�INT efy*rrN 0
BOLT "0.,Wc
2�4 PT SILL. W/5EMCO TPP6 AT 12"IM g A
1 - 10"A-9.AT 32'OC. AK-OR BOLTS ,, , - 'i
12 VU51 9 Nilwih PRE-EN&NFE,PEC) TPIJSIES AT 24" OC
TI 0.
2' � 2"4 1/8'WASHER or 1.#41, // IE" 17TRLJ�_ _jFAL ROOF SHEATHiN(.
4.CONC. SLAB 25001 w/
FIBERLIESN OR &S-10/10 WWM 1/2' POOr SHINCLES OVER 15# FELT
Af-CHOP SOL'S 2�4 (')L)TPIGGEP 4 48"oc.
Lt L L AT 32' 0
FA-3 AT co
�<A�L) -D BETWEEN OUTRIOG-ERS, 41 PPI,-,%NE CLIP H-25 OR EOUAL >%4
7116- C)56 -,HEATHIN- tIAILEp AT 6" 0(:. ON ALL BLOC� INC, RFOIJIP[
A
TYPICAL HEADER STWPING SUIPPORTS w/ �3d COM OP P0 RING SHANK.
SIMP�,k)N A35 0
CLEM. TREATED.COMPACTED FLL
CID
a"CMU 511161VOLL w/ I#*VERTICAL
-_ANE TRUS' 2��4 BARGE RAFTER CONT.
AT 4a'0C.AND ALL OWNERS, HURPI( Ar4CHOR Al EACH
Ir HOOK AT SLAB AND 6*HOOK
AT FOOTING.' �,EE _�CHLDULIF -i,F LTRiP
H1I;11
20'- to"CONC. TRUSS I x4 BLCI�_'KIN,_" 4 5HFATHI�F_, j,)INT
(2) 2x - SYP DC)UBLE TOP P!-ATE *1 4 P-P'--!M GABLE END ASCIA
FoonNC CONT.
#TOP r#O-SfORY -3-160 COM 0 EA SLM(_,C, rPP4/6 Al �Z' 0�7
USE 3#5,s comr.
BLOCK �r(P CORNISE DETAIL AS 2,4 CONT TOP TO 10P CHORD OF GABLE END TRUSS
3-12d Cam (TeP PER BUILDER'S SPECS BoTTfJM C.!ROP 3 1/2"
2x_ SPF #2 STUDS AT 16" OC. CHORL) 8' FROM GABLE
'-2x4 BLOCKING 9 24"oc (SEE c5,TLID TABLE FOR SIZE$ �JDNT. 2x4 SCAB FROM TOP TO
(PI C AL DOTTOM CHORD 0 X-BPACING
3- 12d NAILS I AT
'PROVIDE ADDITIONAL 2x4's 0 a
SHEARWALL AND SCACING AT VARIOUS HFICHTS) X-13PACING
�,LpTfCAL IF HIGHER THAN 48",
7/16- 0513 SHEATHING NAILED AS NorED 2x4 SCAB IF VERT WEB IS TO FORM AN 1" SHAPE.)
CLW COMA FILL TYPICAL INTERIOR SHEARWALL To T NOT
ACTED RUSS CONNECTION 4' CONC SLAB 2500ps wl PRESENT -TOE NAIL TRUSS TO DOUBLE
21,_ PT SILL wl SEMCO TPP4/6 AT 32" OC
UJ FIDERMESH OR 64-10/10 WWM PLATE W/ 16d COM 0 8"OC.
TYPICAL THICKENED EDGE FOOTI CONT 2x4x8' #2 Syp
NO
112' x 10" A-8. AT 32" OC. V)
LATERAL _E3OTT0M CHORD OF GABLE
-,
2 4 STUDS 0 16"cc w/ 2" x 2" A 1/8" WASHEP
2 sir BRACE 0 END TRUS5
48"oc
Z. AND BOTTOM
4 STUDS 0 16"0.9- ;i
He.2 w 6L W UMC0 TRIP 6 32*
8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING 0 48"OC. 2,(4TOP' PLATE
CUP STU"TOP AND BOTIOU I ANCHORS
BETWEEN GABLE AND FIRST n. C
W/SEUCO TPP4 a 32'*,c. 32-o c. AT 48" OC, AND ALL CORNERS, w/ 2x4 X-BRACE 0
TRUSS,
I1r A 7"WOCE NXWRS k CONCRETE SLM 12" HOOK AT SLAB AND 6" HOOK 4 STUDS 0 16"oc.
616. 0.10 WOU OR
I ;a
0 32'O'g. neIRMESH REM
6 AT FOOTING,
4,MWOM SLAB MIL VAPOP 9MRIER r7VER
OR IIRFAIED &COWAMO FILL
OM. SHEET
IlIr 20" 10" CONC.
FOOTING w/ 2#5's CONT.
0 MIL 91 W"IM IM (2) is's Corn, --- 2- STORY FOOTING --- ALL MEMBERS SHALL BE SYP
Q.J�AIP
20" x 10" CONC
USE 1,-Ir WIDTH Is's CONT.
14m, MR 1-way V*nmoh, FOOTING vii/ 3#5'3 CONT.
USE V-V*Vrr4 wl I J!ys CW.
TYPIC& GA.BLE
N/A
N/A
AL
I')M
L T i ELSE
END X-GRACING
-.Ty�i�wdw sEARINo Sum roow
0
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