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•1 ,� STUD TABLE
Stud Spacing for Exterior Load-Be ring Wall
13LOGKIN6 REGUIRFD No. 2`SPF No. 2 YP No. 1 SYP.
2x4 BLOCKING • MrPEEN OV'rRI66ER5 Ceiling
SHEATHING JOINTNURRICAr1E CLIP Height
4' FROM 6ABLf? 2x4 OUTRIGGER N-23 OR EQUAL 2 X 4 2 X 6 2 X 4 .2 X E 2 X 4 2 X 6
i • 40' O.G.
END �• 4e• o.G. "o c _24"o c 16"o c 24"o c _
�9 ft.. —1616"o.c. 24"o.c.
1/16' STRUCTURAL° \ .: U-MANGER / 2x4 BARGE 10 ft. 12"O.C. 24"O.C. 12"O.C. 24"O.C. 16"O.C. 24"O.C.
ROOF SHEATHING \� / RAFTER CONT. _ _
11 ft. N/A 16"o.C. N/A : 10"O.C. NIA 24"o.c.
SHINGLE•STRIP 12 ft. N/A 16"o.c. NIA 16"O.C. N/A 24"o.c.
FASCIA 13 ft. N/A 12"o.c. N/A 16"o.c. N/A 16"o.c.
NarT=t-MZNiS E TOP CMORD of 14 it. N/A 12"o.c. N/A 12"o.c. NIA 16"o.c: ,
`GABLE END TRUSS
L DRot' �• Note' This table appliesto structures with mean roof heights<25' and
CONT. 2x4 SCAB constructed In a wind zone of 100 mph or less.
2x4 SCAB FROM TOP TO aT4�w Raws d c conk. t o : Bohol-1 cMo1� � � 4BOTTOM x-BRACINGStructural NotesCHORD • !PROVIDE .. .FROM G ADDITIONAL 2x4'AT VERtICAL IF. TOP CHORD
91124 NAILS AT o NER tNAN 4a, I. All laps in top plate shall be a minimum of 4' and nailed with 12 -.'16d common nails.
x eRae SHAM) = 2. All shearwalls shall be nailed at "or 6" o.c. as noted on all edges and 12" o.c. intermediate DOu� CARE iox .N.,14 Tt�ss T'o with 8d commons U.O.N Block all unsupported edges with 2x4 flatwise blocking: TRl1S5aoTrow '``�7 el 8 o G ATR `"/��d caK •Shearwalls shall be 15/32" CDX or 7/16" OSB. OLOMHO Of ,
BotTorti cMORD OF: 3. All able ends shall be balloon framed or framed and braced per attached detail.
COU"O DVPHW1OY To! NAIL.TD T0P P�ATIt
- GABLE END TRUSS P 7G O.G.
' CONT.2><�fxa' 4 6YP (?) 2x4 TOP PLATE 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eigh((8) - `
LATERAL BRACE lOd common nails(U.O.N.). TYPI-CAL jrA/7l k 01L
• 4a' OCG. 2x4 STUDS • ) SHEARVJ_�L /
UN6RACED LENGTH OF X-BRAC!NG MAY 16' OZ. - co�uNcc�-foti+ �toof
2x4 BLOCKING • / 5. I leader studs and header cripples should be nailed together at 6" o.c. w/l6d staggered. Clip
NOT EXCEED 10 FEET- IF LENGTH DOES 48' OjC.BETUJEENJ unit to shoe late with one.(l)TPP6/4 clips nail with eight 8 IOd common nails
(, GABLE AND FIRST p ( ) P 8 ( ) -
EXCEED 10 FEET,ADDITIONAL SCAB TRUSS
- IS REQUIRED: 1. - (U.O.N.).
6. All window and door components must withstand a 100 MPH wind load.
7. All connectors are SEMCO or equal (U.O.N.). SEIWCO
Foundation a lon 1s ase >Iumnun sol ea p c 200 f r 4 32o•G �oue�IL PL4r6 r..
8. d t' design ' based on a n minimum i I b rind.ca a capacity of 0 ps . A.- x 4's Y P
T rb .
PLATFORM FR,�i�il�iC-� GAE3LE END _ �
9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. =
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SE�nc.o TPP4 Cg 52"o,c, DErAI� of TPP4 CLIA
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NOTE SrOLc,o FI"NIsH
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Sf, w l STUB s I-AP &t r oxxv Slae w< Ai /lerf� FLOOQ SYS,TLM. .
2Y4 P.T. Si L:L w/ �t"r I O"A,6 a%14 P,_..i E (Sye)
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31 ..c
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4 stA6 STaAgEIwEEAI FLUS
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GRADE 4L, Nio Ar 4' o.c. . MIN, (o"HOOK
`("--YPICFl �� HE S�R �IPING �+ -
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TYP/C. 44. WA &L SECT/UN FLOOD- LEVEL SIKAPPING
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P for _ oK. 5EMco FA•3 a 2A'o,c, CLIP. STUDS TOP AND
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- � TREATED � COMPACTED FILL
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lop •.• Scale: AS JrFsonville FL 2 Date: 2 13
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