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STRUCTURAL SPECIFICATIONS.
305.3.7 TOP PLATE SPLICES
l00 DESIGN CODES
QQ The minimum lap shall be four (4)ft. Use a minimum of 6-16d common nails each side of Joint.
oo WITH
SUPPLEMENTED PP ME E
I BUILDING CODE !BBC1 AND SU
LE
LL> LL> DESIGNED /N ACCORDANCE WITH THE /997 STANDARD BU LD
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THE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCT/ON SSTD /0-97, THE /995 SBC WOOD 305.4 EXTERIOR WALL SHEATHING
FRAME CONSTRUCTION MANUAL AND THE /993 SPAN TABLES FOR JOISTS AND RAFTERS.
Where stucco,brick veneer,or hardiplank siding shown,underlay with 76'OSB sheathing fastened w/ 8d nails 6'o.c edges,
s fastened w/ 6d nails 6'o.c. edges,l2'o c. Intermedlote. _
Intermediate. Where Hord)pone/shown use /6 Nardipanel sheathing
- l2'o.c. incem o
4.3 DESIGN WIND SPEED — IIO mph _
/0
' SW-4 Indicates 4'edge nailing. SW-3 Indicates 3'edge nailing. Provide double full-length studs fin addition to the header studs Z n
If any)at walls ends and at all wall openings. 0
303 FOOTINGS AND FOUNDATIONS m
305.7 HOLDDOWN CONNECTORS W
Into double W
H 5 w/ (l41 SDS
x3 screws
P D /a
I �� called for In the 'floor plans or We down plans'. Use Simpson �
n/ where
"""' 303.1 MATERIALS Use ho/ddowns only
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studs or Semco SGP3 w/ (24)16d nails Into double studs. For either ho/ddown use (l)5/s'threaded rod 5'into founda/on. Threaded
CAST-IN-PLACE CONCRETE:shall have a compressive strength of 2500 ps1 of 28 days.
CONCRETE MASONRY UNITS:shall be hollow unit masonry in accordance with ASTM C 90 and shall have a minimum rods for ho/ddowns shall be set in epoxy holes % larger than rod diameters (mechanical anchors are not permitted on exterior walls).
net area compressive strength of 1900 psi when using Type M or S mortor (ASTM C 270).
ate size of aced at an 8'to /!'slump and have a minimum 307 ROOF SYSTEMS
aggregate P/
T shall have a maximum course gg eg �e
GROUT:
days when tested In accordance with ASTM C 1019,or shall
specified compressive strength of 2000 psi at 28
be in accordance with ASTM C 476. 307.1 ROOF TRUSS or RAFTER FRAMING SYSTEMS USE 5114p50-1 AS
REINFORCING STEEL:shall be ASTM A6/5,Grade 40 (Min/mum cover shall be 3'). Refer to truss shop drawings for truss details. for hurricane
T A 307 or ASTM
F 1554 Grade 36.
RODS:shall be In accordance with ASTM
THREADED N HRE r1 s.
T AND ftrbea
NN oo ANCHOR BOLTS mems of the truss or rafter ng
connection requirements ,
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WASHERS.shall be
In accordance
NUTS:shall be in accordance with ASTM A 563 Grade A Hex. 307.3 BRACING
EPDXY BONDING COMPOUND:shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY):
Provide solid blocking at sheathing fo
,� HIlf1,Inc.,Product:HSE 2421 Provide in the first two rafter or truss spaces from gable ends. Roof sheathing
shall be attached to blocking with panel-end nailing requirements. CCC
- Product.
Adhesive
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t Simpson S ro
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1( U.S.Anchor
Corp .Productl
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METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized,Z-MAX or stainless steel. 307.4 ROOF SHEATHING
I
303.2.3 SILL PLATE TO FOUNDATION ANCHORAGE 716
'OSB'OSB sheathing fastened w/ 8d nails 6'o.c edges,l2'o.c. Intermediate.
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bol 1 co uous `\\
This system uses a threaded rod fthruY
required I Typical l0 anchor bolts are not at the sill plate. 308 OPEN STRUCTURES
The nut at the double top plate shall be receive a final tightening after the roof system Is installed.
308.4 COLUMN CONNECTIONS
304 FLOOR SYSTEMS
Attach headers to columns w/ Simpson or Semco CC and to end columns w/ Simpson or Semco ECC or ECCL/R.
Anchor columns to foundation w/ Simpson ABU44 or ABU66 or Semco ABP44 or ABP66.
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304.1 CONCRETE FLOORS U
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'W>W _ _ hall have 6x6 No.l0 WWF or synthetic fiber reinforcement.
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• 305 WOOD—FRAMED WALL SYSTEMS i N
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305.2 EXTERIOR WALL FRAMING AND INTERIOR BEARING WALLS a v a
Wove
Stud spacing shall be 16'o c.maximum.
Stud size shall be 2x4 (nominol)U.N.O.
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OP oo Stud grade shall be SPF •2 or better. Double top plate grade shall be SYP •2 or better.
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305.2.3 HEADERS
* connectors as shown In the 'TYPICAL WALL OPEN/NG'detall.
U.N.O.header sizes shall be (2)2x/0 s 2 SYP. Use uplift connec o lV
to U
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305.3 CONNECTORS FOR EXTERIOR WALL FRAMING
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_ double to /ate to the foundation. �
In general the thru bolts serve as the continuous load path from d p plate Q �
- Simpson SP4 or Semco TPP4's for wall stud to sill plate and double top plate connections
0:) 00
w> are only required at wall opeings o
r where detailed in these plans W W
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Simpson CS20 or Semco RS250 strapping for second story wall stud connections are only
required at wall opelnings or where detailed in these plans
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2-2x4 TOP PLATE NUT AND 3x3x'/4' SIMPSON SP4 OR SEMCO TPP4 0 32'O.C. S-3
WASHER (TYP.)% REO'D AT OPE/NGS OVER 36' PF"CT N0.
SIMPSON SP4 OR SEMCO TPP6
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Q Q NUT AND 3x3xI/4' GARAGE DOOR HEADER
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SEE PLANS FOR SIZE
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(lJ SIMPSON CS20 OR SEMCO RS250 EA.SIDE
W/ (9)8d NAILS EA.END 0 0
REO'D AT OPENINGS OVER 36' Z a
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(2)SIMPSON CS OR O M R
20 2 SEMCO S250 f2J EA SIDE FOR OPENINGS OVER 0 E 60' -
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2-2x6 HEADER STUDS (2)REO'D FOR OPENINGS OVER 60'
_---(2)2x4 FULL LENGTH (KING)STUDS (TYP.)
3-2x6 FULL LENGTH STUDS COUPLER
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TO THESE STUDS
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POSITION WHERE LOWER zz
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TO UPPER STUDS
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WALL ELEVATION
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CONT.2x4x8'LATERAL BRACE 2x4 BLOCKING B 46'O.C. (2)2x4 TOP PLATE
48'O.C.(SEE DETAIL BELOW) I6d NAILS 0 8'O.C.
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