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EXISTING PLYWOOD
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NEW HSS 6X6 08/05/14
ANEW HOIST BEAM 2X6 AT I'-O" �` ��\ I COLUMN
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EXISTING ROOF
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N i �\ STEEL7. PLATE SATDDLE
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EXISTING STEEL 11/2" 2 1/
BEAM 24/
NEW 2X10 JOIST- SISTER 7/16" PLYWOOD 7/16" PLYWOOD r' 111
NEW LVL FLOOR / I� I/4
TO EACH EXISTING 2X10 SHEATHING AT SHEATHING AT
JOIST WITH 10d X 2 1/2" INSIDE + INSIDE I BEAM RE: PLAN ARCHITECTS
85'-0"_
NAILS AT 4" IN3ROWS1-[—/i
AND GLUE WITH PL400
(NOTE NEW 2X10 1/2" --
San Francisco Office
SHORT FROM BEAMS Tel: 415.392.4433
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AND BEARING POINTS)
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EXISTING-RIDGE NEW HSS IOX6X1/2 IIIII
BEAM (VERIFY /AN Illll Truckee Office
ON ELEVATION IN �� WITH NG-ROOF JOIST Tel: 530.214.0899
FIELD) �� WITH NEW SIMPSON
NEW HSS IOX6X1/2 N NEW HSS to �E _I U210 HANGER I\`Il Vail Office
erI 1/2" = I'-O" T ' Tel: 970.949.0899
I NEW q 1/2" LVL LEDGER 1 1/2" = 1'-0"
/3/5 3/8 Z 3/%I WITH
WITH (2)-3/4" m THREADED-ROE www.PierceFrye.com
_ WELD TO TUBE STEEL AT I'-O" info@PierceFrye.com
GYP. SHEATHING I (SPACING BETWEEN-RODS = 3")
EXISTING 2X5 —
FLOOR JOIST � ; I 1/4
NEW ! 3/4" X 7 1/4" LVL- NAIL TO EACH AT I'-4" Ni GYPSUM SHEATHING
EXISTING 2X5 FLOOR JOIST WITH , CONT. FLOOR AND I/4
IOd X 2 1/2" NAILS AT 4" IN (3)`ROWS �I ROOF TYP. NEW HSS STEEL COLUMN
AND GLUE WITH PL-400 (NOTE: LVL Z 2X8 TOP PLATE
MEMBERS SHALL HANG FROM SIDE WITH 1/2" BOLTS RE: PLAN
OF 6X12) ' kr) AT 1'-0" AT WALL / -
^ OPENING
EXISTING PLYWOOD ',
FLOOR SHEATHING I g
e e e e I ME
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GYPSUM SHEATHING
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INSIDE INSIDE I
11 ROOF TYP. I L co
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EXISTING SIMPSON CONT. FLOOR AND 7 ' �/�
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