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STUD TABLE
Stud Spacing for Exterior Load-Bearing Walls
BLOCKINC? REQUIRED
2X4 BLOCKING o BETVEEN OJTRI(56ERS Ceiling No. 2 SPF No. 2 SYP No. 1 SYP
SWEATHIN63 JOINT
4' FROM 0ABLE 2x4 OUTRIGGER HURRICANE CLIP Height
a 45" O.C. H-2.5 OR EQUAL
END o 4b* o.c. 2 x 4 2xfi I 2x4 E2 x 6 2 x 4
`1 —i A 7R __2x6
_6�_o.—c. _�4�oc. 6�oc. 24"o.c.
1116- STRUCTURAL U-WANGERi 9 ft. 16"o.c.
ROOF SWEATHING ,,2x4 BARGE
N1%1 � -11*1-11 11.11' RAFTER CoNT. 10 ft. 12"o.c. 24"o.c. 12"o.c. 24"o.c. 16"o.c. _i��O_.C.
X U- Mr—SHINGLE STRIP 11 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c.
__h*4�FASCIA 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c.
2x4 x-BRA(:E 13 ft. N/A 12"o.c. —__j 6-�OC- /A —
0 810, O.0 TOP CWORD OF _1 N/A 12"o.c. __N ___ 16"o.c.
�_�GABLE END TFZJ55 14 ft. I N/A - 1 12"o.c. N/A N/A 16"o.c.
X-0. DROP 3 In'
Pj5F Note: This table applies to structures with mean roof height's<25' and
2x4 SCAB OVERHAN6 CONT. 2x4 SCAB constructed in a wind zone of 100 mph or les
CONT. TOP ..0 FROM TOP TO S.
BOTTOM 50TTON CHORD
CHORD 0 X-BRACING Twwd 12ows COAA� Q "a.c.
FROM GAe L E ---(PROVIDE Strucftiral Notes ROOF SHEATHING
ADDITIONAL 2x4'6
AT VERTICAL IF
'3) 12cl NAILS WIGWER THAN 413',
TYPICAL AT 1. All laps ill top plate shall be a minin1LII11 of 4' and nailed with 12 - l6d TOP CHORD
X-BRACIN6_3 TO FORM AN -L' common nails.
2x4 SCAB IF SHAPE)
VERT. WEB Is 2. All slicarwalls shall be nailed at Yor 6" o.c. as noted on all edges and 12" o.c. intermediate DOUBLE GABLE
0
TOA Tquss. TO
NOT PREStN1 06UI!>LE PLA-rr- -11C.,4 C01A witli 8d commons (U.O.N.). Block all unsupported edges with 2x4 flatwise blocking. TRUSS
P_ lar Sliearwalls shall be 15/32" CDX or 7/16" OSB.
OF TRUSS
BOTTOM CHORD
50TTOM CWORD OF BLOCKING
GABLE END TRUSS 3. All gable ends shall be balloon framed or framed and braced per attached detail' CEILING DIAAPHRAGM 'T`615- NAILTO TOP R.ATR. ./1(00( CWVN
CONT. 2x4x8' 02 SYP
LATERAL BRACEJ (2) 2x4 TOP PLATE + Strap header Studs to double plate ivith TPP6/4 at eacli end of licader and nail %vitli eiglit(8) -
UNBRACED LENGTH OF X-BRACING MAY a 48' O.C. —2x4 STUDS 0 1 Od common nails (U.O.N.).
2x4 BLOCKING a 161, O.C. 7-yp I CAL Z-W 7YP,10 k
NOT EXCEED 10 FEET. IF LENGTH DOES 48' Or- BETUEEN_/ 5. I-leader studs and licader cripples should be nailed togetlier at 6" o.c. w/16d sta gered. Clip
GABLE A�b FIRST 9
EXCEED 10 FEET, ADDITIONAL SCAB TRUSS unit to slioc plate with one (1) TPP6/,l clips and nail with eight (8) - I Od common nails
IS REQUIRED. (U.O.N.).
6. All window and door components niust witlistand a 100 MPLI wind load.
7. All connectors are SEMCO or equal (U.O.N.).
PLATFORM FRAMINGT GA5LE END 8. Foundation design is based on a 111ininiurn soil bearing capacity of 2000 psf SEMCO TPP4 Q320 0C, DCIUBI_i�. PI-4ris
2.X411 syp
9. Design wind loads arc based oil SBCCI Section 1605 witli a wind speed of 100 I11pll.
-X A/
I(a 0513 !6HEArHjjqG, - VAjLCL0 LO 4�, V,e,
ojy ALL. 5VPPOFr5 W/9 of cam orL ea es.
TPP + ax+ _rau�61ffle_ (1-) 2.4 0. C,
0 NAIL 10d com,
0
HURRICANE CLIPS- A5 NOT9514 IN 5%JA. 10 1
1/2." Cf_=ILIW(y SOARO
TYP AL C;?�)-Zx4'S 6VP '2.K + SPF STuos
srrw IAJ& - UN'-j5SS SEM(_0 TPP4 E -_�Z 0 C, OETAIL oF TPP4 CLIP
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SEMCO TPP4-0--s-z"O.C. 2nC2.,/- V6*' @ 32" O.C.
cm U 2-)e,4 Pr LILL 04 51LLSEAL_ 1/2%7" WEDGE
I VEIZ7, le 48 O,C_ AW)
ANCHORS 0 32" O.C.
Ar AL(_ C_Cj1LNF1Z_S _/12" (ok G.-10/10 VJWA& 01Z F15EL�"q
7-
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TYP CA I- F 007-/A/&- GAQ_AG-1_5' 4 2 -STOOLY C_oNQsT'I0A)
I L
-ey K. Hulsberg, P.E.
Jeffi
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a. -5TOOy
3015 Hartley Road, Suite $0
Jacksonville, FL 23357
M OA/0 1- 7-14 FOO-rIA16- 0,1�-rA /I- Scale: AS AkrEp C,ate: a/t31%.
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15'-0' ll'-4' 5'-8-
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15'-4' 1996
68'-0' F-
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CONTROL DATE
FOUNDATION FLAN
j":. 11/22/e(o
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CARPET
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L _A_ CONTROL IDATE
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M5. 15ATH LJ I I- — I— — —
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5w 11/2 2 IcM, >
-LEVATION ELEVATION S\r4 S\rj 7
(2) 28,50 5" a
7'-2- 5'-B' V
4'-0' 4'-Q�_
22'-0' 15'-4' AREA T,45ULATION:
FIRST FLOOR: 1039 SmF. ZI
60'-0'
SECOND FLR-: 553 S.F.
1/4 1 0 LIVIW-I-TOTAL: 15,32 S.F.
FIfR,5T FLOOR FLAN
40 jr GARAGE- 440 S.F.
LOGGIA: 30 5r-.
0
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RIGWT SIDE ELEVATION 114' P-0'
LEFT SIDE ELEVATION 1/4' P-0'
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11/2 2/9(o
0 FAN ONLY
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CONTROL IDATE.
11/2 2 1"Bro