SELVA LAKES CIR 522 (2) STUD TABLE
Stud Spacing for Exterior Load-Bearing Wafts
BLOGKIN6 REQUIRED
7x4 BLoucIN6 • eeTr�Er+ ovTRl6csErt3 Ceiling No.'2 SPF No. 2 YP No. 1 SYP.
HURRICANE CLIP Height
SHEATHING JOINT 2x4 OUTRI06ER
. H•2SOREc�uAL _ __ _ 2x4 2x6 2x4 2x (; 2x�-2x6
4 FROM GABLE -� • 40' O.G. 1 4D' O.G. —
E� ---9 R , 16"o.c. 24"o.c: 16"o.c. 24".o.c. 16"o.c. 24"o.c.
1A6' STRUCTURAL \ U-HANGER 2x4 BARGE 10 ft. 12"O.C. 24"o.c. 12"O.C. 24"O.C. 16"O.C. 24"O.C. '
_ ROOF SHEATHING 1 / RAFTER CONL
SHINGLE STRIP 11 it. NIA _16"O.C. N/A 16"O.C. N/A 24"ox. ,
I
12 R. N/A 16"o.c. N/A 16 ox. N/A 24"o.c.
I
FASCIA' _ -- " — " - " �
- I x- E 13 ft. NIA _12 o.c. N/A _16 O.C. N/A 16 ox.
i . 6101 O.0 \`TOP CHORD Or-
2x4 14 it. NIA 12"o.c. N/A` 12"o.c. NIA 16"o.c. .
I� GABLE END TRUSS
DROP j �•. Note, This table applies to structures with mean roof height's<25' and
CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less,
FROM TOP TO
` C SCAB ONT. TOP O i _ BOTTOM CHORD t - - Rowi Qo! tetK "o:C.
BOTTO • X-BRACING ROOF SHEATHI
BOTTOM NG
J
• !PROVIDE Structural Notes
CHORD
FROM G ADDITIONAL 2x4'.
TOP
AT VERTICAL IF CHORD1. All laps in t0 late shall be a minimum of 4' and nailed with 12 - 16d common nails.
~• 91 I2d NAILS NIGHER tHAN 41T, p p P. . -
TYPICAL At I TO FORMAN •L'
x-BRACING eA
G 2x4'sB SHAPE) •a. 2. All shearwalls shall be nailed at 3"or6" o.c. as noted on all edges and 12" o.c. intermediate DOUBLE cAeLF
TRUW
•�-•-VERT.RIEB IS 1 0FE N•.,,. Truss TO with 8d commonsU( O.N,). Block all Unsupported edges with 2x4 flatwise blocking.
j I NOT PRESEN to 8 0�wra -/14�'`O� •Shearwalls shall be 15/32".CDX or 7/16" OSB. eLOWNa � -
Tot NAIL,To TOP K�TR -jibvi -Lem
y BOTTOM CHORDS 3. All gable ends shall be balloon framed or framed and braced per attached detail., CE1JN° D1/PH1t/a''
--BOTTOM
END TRUSS b PC64
V
CONT. 2x4x8' •7 SYP ~�
••w4 - � - LATERAL BRACE-1 (2)2x4 TOP PLATE 4. Strap header 5tt1dS l0 dOUbiC plate with TPP6/4 at C8C11 end Of header Slld Hall Wltil elghl(8) - -• .
. 46' O.G, 10d common nails(U.O.N.). TYPICAL .,rNTtAio�t
2x4 STUDS SNEARY:/AL�
UNBRACED LENGTH OF X-BRACING MAY 16• oz. .- [ONTM t F
NECIOItoo
2x4 BLOCKING • / 5. l leader studs and header cripples sl►ould be nailed together a16" o.c. w/16d staggered. Clip -
: NOT EXCEED 10 FEET. IF LENGTH DOES 48• O,C„ BETWEEN) a Unit to shoelate with one I TPP6/4 clips d nail with eight 8 ' 10d common nails "
GABLE AND FIRST p ( p ang (
EXCEED 10 FEET,'ADDITIONAL SCAB TRUSS (U.O.N.).
IS REQUIRED: 6. All window and door components must withstand a 100 MPH wind load.
f _ 7. All hecto re SEMC r equal (U.O.N.).
A coi rs a 0 0
SEMCO TPP 4 e 32"00,C, Doug« P�4r�
"- ��,'�TI-O� I`�M (* ' ���... � 8• Foundation design is based on a minimum soil bearing capacity of 2000 psf. �•_ 2%4�, -
I I V _ �--
_ 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph.
-7/1(o 0S' SN•A>-N/NU - NAi4.�cD e G~o,1,
r- ON ALL SLIPPOrrs w/QOI GenA smed QS• N `
�- T P P �•1
TPP4 /
F,DE�eCrLA)SS NGcEs oVi�c /$Ifr c E - NAIL w/8 - IOd Corti1,
HUpmi CANE CLIMB- A5 Me TEA R-So IN IVL C
ArrA 1460 c./ Ait r
^ 1/i' C4IL.iNc. 13opsZ0 1K 4 SPF sruos ,
�.
-zx4's svP
TYPI CAL HGADE2 .
SEMC.o TPP4 @ 32"o.c: DEr^�� of TPP4 CLIP 1
STRAP IgICT - (1NLlKSS CNAIL w/.9 -10ct Ce M)
O T/f f!L w 15 Na PEC /N 1/a DRvW4t.L
• ,- SPEC I F!L [.o c.A T/oA15 .-
2v4 SPF Sruo� 'G� 16y0•C,
CMIN, 04 111.* a.)
-7/i 10 .6. SN�ATHIHG _
NAIL, A3 Af0rro
rNSTA I,1. LON 4r OIMLNS101�: _
�cRoss STv�s FOR- SrUC46 Fin►�fH
}
_ ,- ticvsr -
I
Norv. %MCHot 13oL SrOLco FI"Nif k
Be WITK,.v $" eF. FLOOR SYSTdM )
II-AP o& s►+It tr S141 NG= hf, Oer£r
NiCAp•1 sTUC S K
.T S L L. w V2..r 1. ,� ,t3 1 4 Pu►�� (S
2�q P � / o � vP
r3E N u J T
,, Q 32"O.c AND wlrH/N: C." OF'AL TIM csrrL^ RIM ac
• -t-VP4 TIP 1/1 K 10 A.a's C2 33 o.c -
� L� DR, FA-3 C'' Z� "o•C ✓� CORNEAS �tA/G OPEN/N(!i-t. VSA• -
.M c SEMGO TPP4 CLI p @ .32'40-C ,
NAIL. w/ 6-10 d Com - 4"S
LAg Sr2M BETwEEM FL..�S
.r
. ARIL VAPO 13AQAil��C �SIM>'SO►� CS1Co 1 't4 L.ON6� `-
8"GM✓ k R �
_• O✓EIt COMPAe-rC0 FALL X 32 o.c. . NAIL wSII 1091, !
GoM 6N UPPED ANp
I *4 VERT @ ALL COKNg" LOvVEt STut15
' T� n t1 1
. - S t, rl rl t" I - Mle Ar 4' O.C, . MIN. 6N NOGK - .
-TYPICALHF-ADER NG .
/N to Erb, �4N0 /2~ HOOK /NJ'0 S[rlc 2- 2x:4 6 SYP
w/ -1 N41 coNr. • 7�6 OSg.. ' s"EAT-NINCv-
1 l6„ '
_ TYP/CAL ht/,4�L SEC r/¢/►/ FLOOP- LEVEL Sf1ZAPPIN �
sc�Mco TPP 4 12.'Io.c. I&".10'Aa.
r_ w/z'Kz'• I/8~ WASMcit�• 1 ..A.r3 32�
` - A- Yt0 Cv a.c,
.2X4 Pr SILL �,c{,-lo/lo rvwAi
k
. Air'• sl•InrsoN MA s E 24"o.c,
_ o� SEAtco FA-3 a %AIo,c: CLIP, STUDS TOP AND
KjLFP .sjwr BOTTOM W/ TPP4's �. • _
- - ,►4 no•.ut E 48 e,�• Z,"R1 K 1/� wNSHF� ® 32" .O.C.
" SEMco TPP4 Q 32�O.C,
M _
GE
9 anus
Z A- — _` r, 2-�C4 Pr Slll o.J '54LLS6AL_ ANCHOR®O 32" O.C. ,
c t 'q VERT E A.)O
I,r All- colt/�E,[S /!z•' 4P 10/10 WWAA Oil a
4" CONCRETE SLAB :W/
_-� 6x6 10x10 "WWM OR
.,F18ERMESH REINF,
6AAM ;4v
If tt
to
Erin Ru
. • • - �/ T ,/dill _ •
�c _
,l - -� �. , /// �ti c We« cvntPgcrG�+ FI L4 '
dD --- 6 MIL VAPOR BARRIER OVER
! / - _ .:. • s ►�• �/i ^ cc ���� �, I TREATED do COMPACTED FILL.
/ - _
i c///= /i=//� / _ //� //=/// =Ul= /=///_/ ✓// (2)_.IYS's CONT.
8" 1'=4" t3"
1 2tt §.6 co NT. -
.I _ MSN. 2.5 LAP AT GOrCNI`V
ass caNr..
1•b- �- ( - S7oR-y -USC ',j..-M.'�•s. cwr. i
I 1 TH I CKE ED110 SAS
z" VS 3 • 5 �r FOA. 3ty��r� TyPIC/ll. 1)lTAlt.b FoR 1►IOtTM FSA. CIuISS(C �• ,
Z -STOAv CoN4�TlooJ •'� � � . � ,- : .
/ F00r�n/G- @ GA�QhcrE
�.
TYP CA _ r ati►¢�r of+
Jeffrey K. llttlsberg, P.E.
i N • .,3015 Hartley Road Suite O
• �, �. �. STo0.Y � w.. � .� • f Y S
i r d� ••.. ! �,�°.: Jacksonville FL 23357
I �� Scale: �1 r>>< Date: a I
o / H / FOO / G- .O 'rA /� ''.�. ►�5 ' S
fuiftll�.
evision No. Drawn B