HomeMy WebLinkAbout54 Cedar Street PlansFLOOR FRAMING NOTES
-Provide first floor joists as noted on structural drawings.
-Provide 1%" or 1% " LSL or LVL, rim joists by same
manufacturer as joists.
-Follow all manufacturer's recommended details for
installation of joists.
-Provide blocking using same material as joists over all beams
except flush beams where there is a wall above, and under all
braced wall panels.
-Unless otherwise noted, floor sheathing shall be APA rated
sheathing and underlayment, tongue -&-grooved, 4" thick,
minimum 24" o.c. span rating. Glue and nail floor sheathing to
floor joists.
-Sills shall be (2) 2x6 pressure treated w/ 5/"0x12" long
galvanized steel hooked anchor bolts @ 4'-0" max. o.c. and
12" from corners or splices. Garage anchors @ 24" o.c.
(U.N.O.). Anchor bolts shall engage both plates and shall be
fastened w/ 3"x3"x a" plate washers.
-Provide posting at each end of all beams and at other
locations as shown on structural plans.
See structural drawings for post sizes and locations. (2-2x
min.)
-AlI posts shall be continuous down from their top point to
foundation or carrying (transfer) beams. Posts are typically
called out at their top most point. Provide same post size
below (U.N.O.). Provide solid blocking through floors beneath
all posts.
GARAGE SHEATHING
-The CDX plywood used on the garage door wall shall be
installed both on the interior and exterior sides of the wall. The
plywood on this wall shall be fastened to the sills, rim joist,
and the wall studs on both sides with 8d nails spaced and
staggered at no more than 4" apart around the edges, and no
more than 12" apart in the field of the sheet.
ATTACHED PORCHES
(post connections to foundation walls/ concrete tubes)
-Pier footings shall consist of "Bigfoot" bell footings or spread
footings cast at or below frost depth that support 10" or 12"
diameter "Sonotube" piers.
-Deck and porch posts shall be secured to the piers using
Simpson ABU post base.
-Deck posts and porch beam assemblies shall be reinforced
with Simpson BCS Series column caps (one per post to beam
connection), or the beam can be let into the posts and through
bolted to the post using two (2) 5/8"0 through bolts. Corner
posts shall be attached to the beam using Simpson ACE post
caps.
-Deck and Porch framing shall be attached to the structure w/
galvanized metal hangers and a pressure treated ledger board.
The ledger board shall be attached to the rim -joist or into solid
framing using 1/2"0 lag- bolts or ledger -lag screw, two (2)
rows spaced and staggered at 8" o.c..
EXTERIOR WALL ASSEMBLIES
-Exterior sheathing shall consist of a minimum of Y" APA rated
CDX plywood with 8d common nails at 4" spacing on the
edges and 12" spacing on the field.
-Plywood sheets shall be applied horizontally w/ vertical joints.
Joints shall be staggered a minimum of 32" between lifts (two
(2) stud bays).
-Plywood shall span across the bottom and top plates to
effectively tie the plates to the stud wall assembly.
-Horizontal blocking for nailing shall be provided within 48" of
all outside corners.
-Blocking and connections shall be provided at
panel edges perpendicular to roof framing
members and shall be located in the first two (2) bays
spaced at a maximum of 4 feet o.c..
-Plywood sheets shall be nailed to sills, plates, studs and rim
joists w/ 8d common nails; 4" at perimeters and 8" in the field.
-Simpson HDU5 hold downs shall be installed in the outside
corners consistent w/ the locations specified on the plans. The
hold down assemblies shall extend from the foundation
connection to the top floor top plate and roof assembly. This
continuous connection can be accomplished by nailing a full
height stud with two 16d common nails spaced 10" o.c. to the
opposite side of the triple corner stud assembly to which the
HDU5 hold downs shall be attached.
-Outside corners shall consist of built-up 2x6 solid corners
and all exterior walls shall be framed using 2x6 framing
(U.N.O.).
-Bottom plates of the wall assemblies shall be attached to the
floor framing members using 16d common nails spaced and
staggered 4" o.c..
-Window and door openings larger than 5 feet or closer than 3
feet from an outside corner shall have Simpson H4 hurricane
clips installed per (WALL OPENING DETAIL). The H4 clips
shall be installed at the top and bottom of the last (king) studs,
as well as to the top and bottom of the first (jack) studs. The
clips shall be installed to the interior sides of the king and jack
studs and any pocketed studs between windows. Jack studs
shall be connected to the headers using one (1) Simpson
LSTA strap per jack to header.
-Window and door openings larger than 5 feet shall be framed
using two (2) jack studs and three (3) king studs (U.N.O.).
Window and door openings located 3 feet from an outside
corner of the structure shall all be framed using two (2) jack
studs and two (2) king studs (U.N.O.).
-The double top plates shall be lap -spliced w/ end -joints a
minimum of 6 feet apart and contain forteen(14)16d common
nails per each side of the splice. The top plates shall overlap at
corners of the structure and all intersections of interior or
exterior load-bearing walls.
ROOF FRAMING NOTES
-See structural drawings for rafter sizes. All rafters shall be
SPF #1 / #2 or better (U.N.O.).
-See structural drawings for ledger size on top of sheathing for
support and connection of rafters at overlay framing.
-Rafters shall be toe nailed to wall plates and face nailed to
ceiling joists at supports and shall also be anchored for uplift
w/ Simpson H1 rafter tie at each rafter (U.N.O.) on structural
drawings.
-Fasten rafters to non-structural ridge w/ four (4)16 d toe nails
or three (3)16d face nails each rafter. Fasten rafters to
structural ridge with sloped -seat rafter hanger or Simpson LRU
hanger or Simpson L90 framing anchor each side (U.N.O.) on
structural drawings.
-Fasten rafters at ridge for uplift using either Option A or
Option B, as follows:
Option A: Apply Simpson LSTA strap across the top of the
ridge.
Option B: Install 2x6 ridge lock block across the rafters
immediately below the ridge and fasten them to the rafters w/ a
minimum of six (6)10d nails.
-Roof sheathing shall be APA rated sheathing, exp. 1, %" thick,
'3/16 or better span rating (U.N.0).
-See structural plans for all exterior wall, window & door
header sizes w/Y11 plywood spacers (U.N.O.).
-All headers in interior 2x4 bearing walls shall be (2) 2x61s w/
%" plywood spacers (U.N.O.). Exterior wall headers (up to 6'
span) shall be (3) 2x8 (U.N.O.).
-Provide posting at each end of all beams and at other
locations as shown on plans. See structural drawings for post
sizes and locations. (2-2x min.).
-AlI posts shall be continuous down from their top point to
foundation or carrying (transfer) beams.
Posts are typically called out at their topmost point. Provide
same post size below (U.N.O.). Provide solid blocking through
floors beneath all posts.
-The roof shingle system applied to the sheathing must meet
the wind velocity specification for the required wind velocity
zone for the location of the structure (i.e. 110 MPH zone).
-The rafters shall be connected to the framing below using
Simpson H1 rafter clips per space (U.N.O.) between the rafters
that are attached to the structural ridge or ledger board shall be
attached to the structural ridge or ledger board using
adjustable rafter hangers .
-Sizes given for nails are common wire sizes. Box and
pneumatic low carbon nails of equivalent diameter and equal
or greater length to the specified common nails may be
substituted. All mechanical connectors shall be installed
following all manufacturers specifications for proper
installation and nailing requirements.
-G.C. shall coordinate all dimensions, openings, and
elevations w/ architectural drawings and manufacturer's
specifications.
-Excavate to lines and grades required to properly install the
foundations on inorganic, undisturbed soil or controlled
structural backfill as required by the engineer. No footing shall
be placed upon frozen ground or in water.
-Backfill below footings and slabs shall be made w/ approved
granular materials placed in 6" layers. Layers shall be
compacted to 95% density at optimum moisture content, as
defined by ASTM D1557, Method D.
-Exterior footings shall be placed on approved soil at a
minimum depth of 4 feet, or as modified by the structural
engineer, below the lowest adjacent ground exposed to
freezing. Any adjustments of footing elevations due to field
conditions must have the approval of the engineer.
-Soil bearing capacity: footings must be placed on soil w/ a
minimum bearing capacity of 3000 pounds per square foot.
-Backfilling against walls or piers may only be done after walls
or piers are braced to prevent movement. For wood framed
residential construction, no backfilling of walls may take place
until the first floor deck has been framed and sheathed, unless
written approval is given by the engineer.
-Provide foundation drainage, waterproofing/ damp -proofing,
and foundation wall insulation as indicated on the architectural
drawings and shall be no less than requirements of the state
building code.
-Provide metal or PVC sleeves in the foundation walls for
sewer, gas, electric, and water lines, as required.
-Any site conditions requiring a deviation from these plans
shall be brought to the attention of the engineer immediately.
CONCRETE
-Footings shall be poured on undisturbed soil and shall be
formed and have a 2x4 key way.
-Slab on grade shall be poured over a 10 mil polyethylene
vapor barrier. Precaution shall be taken to prevent puncturing
the vapor barrier during pouring operations.
-Install 4" PVC perforated drain pipe in crushed stone at
interior perimeter of all foundation walls. Drain to sump or to
daylight.
-AlI concrete work shall be preformed in conformance w/ the
latest edition of ACI -318, "Building Code Requirements For
Reinforced Concrete".
-Concrete shall achieve a minimum 28 day design strength as
follows: footings, walls, interior slab -on -grade, and other
concrete not otherwise specified - 3000 PSI. Exlerior slabs
exposed to weather - 4000 PSI.
-Reinforcing steel: typical - ASTM A615, Grade 60. Field bent
- ASTM A615 Grade 40. All steel reinforcing bars shall be free
of mill scale and rust. Al reinforcing bars below base flood
elevation shall be epoxy coated or galvanized.
-AlI wire mesh for slabs shall be ASTM A185 fabric set at the
mid -depth of the slab. All reinforcing wire mesh below base
flood elevation shall be epoxy coated or galvanized.
-Concrete cover provided for reinforcing bars shall be as
follows:
Minimum
cover, inches.
(a) Concrete cast against and
permanently exposed to earth ..................................... 3
(b) Concrete exposed to earth or weather:
No.6 through No. 18 bars .............................. 2
No.5 bar, W31 or
D31 wire, and smaller..................................1
(c) Concrete not exposed to weather
or in contact with ground:
Slabs, walls, joists:
No. 14 and No. 18 bars................................1'/2
No. 11 bar and smaller ................................. 4
Beams, columns:
Primary reinforcement, ties,
stirrups, sprials............................................11112
Structural Steel
-Structural steel work shall conform'to the American Institute
of Steel Construction: "Specification for Structural Steel for
Buildings", latest edition. Steel beams shall conform to ASTM
A992, w/ a minimum yield strength 'of 50 KSI.
- The Contractor shall measure, verify and coordinate all
dimensions in the field.
-Plate, angles, channels, and misc. fabricated hardware shall
conform to ASTM A36, w/ a minimum yield strength of 36 KSI,
rectangular steel tubing shall conform to ASTM A500, Grade B,
with a minimum yield strength of 46 KSI.
-All steel to steel field connections shall be made by high
strength bolting with ASTM A325 bolts or welding with E70 -XX
electrodes (U.N.O.).
-Welding to conform w/ AWS D1.1, fusing only certified
welders and fabricators.
-Provide bearing plates for beams seated on concrete, wood or
masonry.
-Steel shall be shop -painted w/ a modified alkyd primer
(U.N.O.).
-All structural steel exposed to the weather shall be galvanized
(U.N.O.).
-Structural steel shop drawings shall be prepared and
submitted to the engineer for approval prior to fabrication.
These drawings shall show complete and accurate member
layout, sizes, grade, dimensions, connections, openings,
accessories and all other information necessary for complete
and accurate fabrication and assembly of the members.
Provide templates or locations drawings for installation of
anchor bolts.
-No cutting of or openings through steel will be permitted
without the written approval of the engineer.
WALL OPENING FRAMING SCHEDULE - U.O.N.
HEADER SPAN
LOADBEARING WALL
MINIMUM HEADER SIZE
NON-LOADBEARMG WALL
MINIMUM HEADER SIZE
OPENING LOCATK)N
NO.OF qNG STUDS
NO.OF JACK SRAS
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APPLICANT FROM THE RESPONSIBILITY OF 'As BUILT"
COMPLIANCE.
DATE: - k-4. -!
BUILDING oFFICIAL
FILE COPY
A CERTIFIED AS BUILT IS REQUIRED
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CONTINUOUS SILL
GASKET & SEALANT
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REV.1
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07-20-1
ORIGINAL
MDT
04-06-1
Revision
Author
Date
NEW