38A-041 S-1FRAMING PLANS
Ween Residence
18 Laurel Street
Northampton, MA
01060
S-1
MARK O.
GELOTTE
ARCHITECT
70 ELM STREET
HATFIELD, MA
01038
413 247 9624
Architect Date
Proj No:1606 George Lake
Date:1/31/17
Revision Date Comments
ROOF FRAMING PLAN
Scale: 1/4" = 1'-0"3
GENERAL NOTES
1. Do not scale from these drawings.
Refer to dimensions shown. Any
questions or descrepancies regarding
dimensions should be clarified by the
Architect.
2. Exterior wall framing shall be 2x6
16" oc. except where noted otherwise
.
3. Interior wall framing shall be 2x4,
16' oc, except where noted other-
wise.
4. LVL Beams shall be 1.9.0E
minimum 1 3/4" thickness by Trus
Joist or approved equivalent.
5. Framing Lumber shall be SPF #2
grade or better, Northern Species.
Pressure Treated framing shall be
Southern Pine, Grade #1 per SPIB,
meeting AWPA regulations and
specifications. All framing lumber
shall be protected from the weather
until installed.
6. Pre-engineered I joists shall be by
Trus Joist, sizes as noted on
plans.
7. Reinforce I-joists and rim joists as
noted on plans at areas of bearing
walls and post loads from above.
Use solid LVL blocking or vertical 2x8
"squash blocks".
8. Pre-engineered 4X4 and 4x6 posts
shall be PSL 1.8 E. Weyerhauser or
equivalent.
9. Structural Fasteners: Structural
screws shall be by GRK. Provide
RSS Series screws or an approved
equivalent. Connections for ledgers
shall use fasteners of nominal 3/8"
diameter and lengths specified. Other
connections shall use 5/16" diameter
screws of lengths specified. All
fasteners shall be coated and rated
as approved for use with pressure
treated lumber, corrosion resistance.
10. Steel connectors, plates, ties: All
shall be rated as approved for use in
contact with pressure treated lumber.
Coatings shall be hot dipped
galvanized or Simpson "Zmax"
coating or approved equivalent.
Follow manufacturers installation
instructions for fastener size and
quantity.
FIRST FLOOR FRAMING
Scale: 1/4" = 1'-0"1
SECOND FLOOR FRAMING
Scale: 1/4" = 1'-0"2
ALTERNATE 1ST FL FRAMING
Scale: 1/4" = 1'-0"4 9.5" wood I-joists 16" oc.Weyerhaeusesr TJI 2302@ 9.5" & 1@ 14"LVL Beam supports roof load2x12 ripped ledger bolted to house
use 5" ledgerlok screws, 3 per bay2x10 @ 16"
clg joists
2x10 @ 16"
clg joists
2x10 @ 16"
clg joists
2x12 ripped ledger bolted to house
use 5" ledgerlok screws, 2 per bay
2x6 @ 16"
clg joists
2x8 rafters @ 16' oc.
2x8 rafters @ 16' oc.
2x8 rafters @ 16' oc.
2x8 rafters @ 16' oc.
2x8 rafters @ 16' oc.
2x8 rafters @ 16' oc.
2x4 rafter ties
2x12 rafters @ 16' oc.
2x12 rafters @ 16' oc.
2x8's overframe
existing roof
2x8's overframe
existing roof
Existing
skylight
2x8 exposed
rafters 24" oc
2x6 collar tie
4x8 beam or
equivalent4x8 beam
Existing ceiling and roof
PT 2x10 joists 16" oc.PT 2x10 joists 16" oc.PT 2x10 joists 16" oc.12" wood I-joists 16" oc.Weyerhaeuser TJI 3602x12 pt stringers
12" LVL ledger bolted to house use
3/8"x 6" ledgerlok screws, 3 per bay
2x10's @
16" oc
2@ 2x10 PT 2@ 2x10 PT
2x10 PT ledger bolted to house use
3/8"x 3" ledgerlok screws, 3 per bay
LUS 210
Typical
hanger
LUS 210
Typical
hanger
LUS 210
4x4 posts continuous
to porch roof, typical
4x4 posts continuous
through structure to roof
4x4 post anchors
typical
Joists hangered
to ledger typical
2 @ 2x10 PT beam
Header 2@ 9.25 LVL over
door, supports LVL Beam
above. Provide 2 jack studs
at each end, block to
foundation
Support LVL beam in existing wall
w 4x6 LSL engineered post, 2 king studs, block
w solid wood to foundation.Window header2@ 2x6Window header2@ 2x6Window header2@ 2x6Window header 2@ 2x10 Window header 2@ 2x10Detail 3-A4
12" wood I-joists 16" oc.Weyerhaeuser TJI 36012" wood I-joists 16" oc.Weyerhaeuser TJI 360IUS 2.37/11.88
hanger
IUS 2.37/11.88
hanger
Add 12" LVL headerAdd 12" LVL headerBulkhead opening9.5" wood I-joists 16" oc.Weyerhaeusesr TJI 2309.5" wood I-joists 16" oc.Weyerhaeusesr TJI 230IUS 2.37/9.5
hanger
2x10 @ 16" oc.
2x10 @ 16" oc.
2x10 @ 16" oc.
2x10 @ 16" oc.
2x10 @ 16" oc.
Double stacked 2x6 sill plate2@ 9.5" LVL girderflush framedLally column at center
30 x 30 x12 spread footing
Lally col at end on
buttress footing
LUS 210 hanger
Additional 9.25 LVL over bulkhead
Add 9.25" LVL header