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SIMPSON SIDS 1/4x6 SCREWS I 0.148"x3" NAILS
<br />AT 4" OC, STAGGER 1 /12" I AT 4" OC
<br />I (N) FLOOR TOPPING, TYP,
<br />REF ARCH
<br />(E) FLOOR SHEATHING I ! RNE) FLOOR F PLANS SHEATHING,
<br />(E) FLOOR DECKING
<br />(N) FLOOR JOIST, REF
<br />PLANS W/ SIMPSON
<br />LUS HANGER
<br />(N) 2x8 LEDGER W/ SIMPSON
<br />SOWS 0.22x5 SCREWS AT 6" OC
<br />STAGGERED TO BEAD
<br />(N) FLOOR BEAM, —'
<br />REF PLANS
<br />DEFLECTION TOP
<br />TRACK IS REQUIRED
<br />NON -BEARING METAL
<br />STUD WALL, TYP,
<br />REF ARCH
<br />INFILL FLOOR EDGE o JOIST PEP
<br />SIMPSON SOS 114x6 SCREWS
<br />AT 4" OC, STAGGER 1 /12'
<br />NEW SHAFT
<br />(N) FLOOR BEAM
<br />REF PLANS
<br />DEFLECTION TOP
<br />TRACK IS REQUIRED
<br />NON -BEARING METAL
<br />STUD WALL, REF ARCH
<br />WHERE OCCURS, TYB
<br />NEW FLOOR BEAM AT SHAFT
<br />lit = I i Oii
<br />SIMPSON SIDS 1/4x6 SCREWS
<br />AT 4" OC, STAGGERED 1 /12"
<br />NEW SHAFT�
<br />NON -BEARING METAL
<br />STUD WALL, REF ARCH,
<br />WHERE OCCURS, TYP
<br />NEW FLOOR BEAM AT SHAFT
<br />11 � ej 9m�94
<br />0.148"x3" NAILS
<br />AT 4' OC
<br />(N) FLOOR TOPPING,
<br />REF ARCM
<br />(N) FLOOR SHEATHING,
<br />REF PLANS
<br />(N) FLOOR MOIST,
<br />REF PLANS
<br />SIMPSON LUS HANGER
<br />(N) 2x8 LEDGER WiTH (2)
<br />SIMPSON SIDWS 0.224
<br />SCREWS AT 16" OC TO BEAM
<br />DEFLF
<br />TRACKI�
<br />INFILL WALL EDGE ADJACENT TO SHAFT
<br />.00R TOPPING, REF ARCH
<br />FLOOR SHEATHING
<br />FLOOR DECKING
<br />FLOOR BEAM
<br />®AM HANGER,
<br />HF PLANS
<br />(N) FLOOR TOPPING,
<br />REF ARCH
<br />FLOOR SHEATHING,
<br />REF PLAN
<br />(E) FLOOR DECKING
<br />APSON SIDS 1/4x6 SCREWS
<br />4" OC, STAGGER 1 112"
<br />.OVIDE SHIM PLATE
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />NON -BEARING METAL
<br />STUD WALL, TYP,
<br />REF ARCH
<br />SIMPSON SIDS 1/4x6 SCREWS
<br />AT 4" OC STAGGERED 1 /12"
<br />0.148"x3" NAILS AT 4" OC
<br />(N) FLOOR SHEATHING,
<br />REF PLANS
<br />(N) BRIDGE JOIST, —'
<br />REF PLANS
<br />SIMPSON HU28 SKEWED
<br />HANGER EA JOiST
<br />(N) 2x8 LEDGER W/ SIMPSON
<br />SOWS 0.22x5 SCREWS AT 6" OC
<br />STAGGERED TO BEAM
<br />3RID E JOISTS TO FL
<br />AB Ac
<br />GUARD RAIL,
<br />BY OTHERS
<br />0.148"x3" NAILS AT 4" OC
<br />(N) FLOOR BEAM,
<br />REF PLAN
<br />BRIDGE BEAM
<br />(N) FLOOR TOPPING,
<br />REF ARCH
<br />FLOOR SHEATHING,
<br />REF PLAN
<br />(N) FLO(
<br />I
<br />DEFLE
<br />TRACK IS
<br />it] 11-011
<br />SIMPSON SOS 1/4x6 SCREWS
<br />AT 4" OC, STAGGER 1 /12"
<br />(E) FLOOR SHEATHING —1
<br />(N) FLOOR TOPPING,
<br />REF ARCH
<br />(E) FLOOR SHEATHING
<br />(E) FLOOR DECKING
<br />cv
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />'— FLOOR JOIST,
<br />REF PLAN
<br />SIMPSON LUS
<br />HANGER
<br />6HAUINU, MiN
<br />BASE PL 3/4x1
<br />SIDE PL 1/4x4 1/2x0' 7"
<br />EA SIDE OF BLKG WITH
<br />(2) 3/4" DIA THRU-BOLTS
<br />SIDE PL 3/8x1/2x1'-2" EA
<br />SIDE OF BEAM WITH (4)
<br />3/4" DIA THRU-BOLTS
<br />(N)
<br />0.148"x3" NAILS
<br />AT 4" OC
<br />(N) FLOOR BEAM,
<br />REF PLAN FLOOR DECKING,
<br />REF PLANS
<br />NEW SHAFT
<br />NON -BEARING METAL
<br />STUD WALL, TYP, SIDE PL 1/4x6 EA SIDE OF
<br />REF ARCH BEAM WiTH (2) 3/4" DIA
<br />THRU-BOLTS
<br />(N) FLOOR TOPPING,
<br />I 0.146"x3" NAILS REF ARCM
<br />f I AT 4" OC FLOOR SHEATHING,
<br />REF PLAN
<br />(E) FLOOR DECKING
<br />(N) FLOOR BEAM, j {
<br />REF PLANS I I
<br />DEFLECTION TOP I I
<br />TRACK iS REQUIRED I I
<br />I I 3/4 OF TYP JOIST
<br />I SPACING, MIN
<br />NON -BEARING METAL
<br />STUD WALL, TYP,
<br />REF ARCH
<br />° INFILL FLOOR EDGE JOIST PARALLEL
<br />(N) FLOOR JOIST,
<br />REF PLAN
<br />(N) 2x8 LEDGER WITH (2)
<br />SIMPSON SDWS 0.22x5
<br />SCREWS AT 16" OC TO BEAM
<br />(N) FLOOR E
<br />REF F
<br />FLOOR BEAM TO FLOOR BEAM
<br />0 lit = 1 i0oIP
<br />(N) STRAP, WHERE
<br />OCCURS, REF PLANS
<br />(N) FLOOR SHEATHING —1
<br />(N) BRIDGE BEAM, —'
<br />REF PLANS
<br />SIMPSON MGU5.62-SDS
<br />SKEWED HANGER
<br />BRIDGE BEAM -TO FLOOR BEAM
<br />{AI\ �i1�fCi !"Cl9
<br />FLOOR SHT'G,
<br />REF PLANS
<br />\Ptil P::LOOR BEAM,
<br />REF PLANS
<br />(N) MECH UNIT, REF PLAN —�
<br />CURB PER MANUF
<br />(N) 4x6 BLOCKING W/ SIMPSON
<br />LUS HANGER EA END
<br />ROOF EDGE NAILING
<br />ROOF SHEATHING
<br />(E) ROOF JOIST, REF PLAN
<br />w
<br />NEW ROOF BEAM AND JOIST AT MECH UNIT
<br />(N) MECH UNIT, REF PLAN
<br />CURB PER MANUF
<br />SIDE PL TO
<br />BASE PL
<br />ROOF EDGE NAILING
<br />ROOF SHEATHING
<br />IDE PL TO
<br />IDE PL
<br />- — —
<br />(E) ROOF JOIST,
<br />REF PLAN
<br />SE
<br />BLKG,
<br />/ S6,05
<br />)NN
<br />(N) FLOOR TOPPING,
<br />REF ARCH
<br />(E) FLOOR SHEATHING
<br />NEW ROOF BEAM AND JOIST AT MECH UNIT
<br />(N) ROOF JOISTS, REF PLAN
<br />SIMPSON HUCQ412-SDS HANGER
<br />(N) ROOF BEAM, REF PLAN
<br />(N) ROOF JOISTS, FIEF PLAN
<br />SIMPSON LUS HANGER
<br />(N) ROOF BEAM, REF PLAN
<br />(E) ROOF SHT'G
<br />�— (E) ROOF JOIST, TYP
<br />(N) 1-3/4" x 11-7/8"x[(E) BM LENGTH - V-0"] LVL EA SIDE OF
<br />(E) BEAM W/ 0,220 DIA x 5" SIMPSON SOWS SCREWS AT
<br />12" OC TOP AND BOTTOM, STAGGERED OFFSET
<br />SCREWS EACH SIDE OF BEAM A MINIMUM OF 4"
<br />(E) ROOF BEAM
<br />EXISTING ROOF BEAM REINFORCEMENT
<br />(E) FLOOR DECKING (N) SKYLIGHT BY OTHERS
<br />ROOF CURB
<br />(E) ROOF SHEATHING
<br />(N) ROOF JOIST,
<br />REF PLAN
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />NEW ROOF BEAM AT SKYLIGHT
<br />ROOF EDGE NAILING
<br />(N) ROOF BEAM REF PLAN
<br />,a
<br />ICH
<br />17700 SW Upper Beanes Ferry Rd,
<br />Suite 9115
<br />Portland, Oregon 97224
<br />Office: (503) 624-7005
<br />Portland, OR. I Bend, OR. I Denver, CO.
<br />Froelich-engineers.ccrn I FE9, 19-T172
<br />CONSULTANT
<br />TITLE
<br />#/: DATE DESCRI
<br />6 5/20/2020 PERMIT F
<br />C 5/20/2020 PLAN RE
<br />'TION
<br />;EVIEW 1
<br />/ISIONS
<br />REVISIONS
<br />Author Checker
<br />DRAWN BY CHECK BY
<br />100% ISSUE SET/BID SET
<br />STATUS
<br />04/17/2020
<br />DATE
<br />328801
<br />PROJECT NUMBER
<br />© 2020 OTAK, INC.
<br />If this drawing is not 24"x 36", it has been
<br />reduced/enlarged. Scale accordingly,
<br />11 0 +i P�p�ll
<br />1 iP ® 11-011
<br />
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