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(N) MECH UNIT, RI
<br />CURB PER
<br />(E) ROOF SHEATHII
<br />(E) SUB-PURLIN, T)
<br />PARALLEL SUB-PURLIN
<br />AT SIM CONDITIC
<br />NEW ROOF BEAMAT MECH UNIT
<br />(N) SKYLIGHT BY OTHERS
<br />ROOFCURB
<br />(E) ROOF SHEATHING
<br />(E) SUB-PURLIN
<br />(N) SIMPSON LUS HANGER
<br />NEW ROOF BEAM AT SKYLIGHT
<br />(N) SKYLIGHT BY OTHERS
<br />ROOF CURB
<br />(E) ROOF SHEATHING
<br />(E) ROOF JOIST
<br />NEW ROOF BEAM AT SKYLIGHT
<br />?j it � � Ignll
<br />(E) ROC
<br />SIMPSON HC
<br />HINGE CONI
<br />(N) ROO
<br />RI
<br />N LUS
<br />2S, TYP
<br />—.0, REF PLAN
<br />ROOF EDGE. NAILING
<br />(N) ROOF BEAM, REF PLAN
<br />re.12 rrsnnF= �uw�n-r1�11a1r�
<br />iMN, TRIM
<br />EW BEAM
<br />(E) ROOF SHT'G
<br />(E) ROOF SUB-
<br />PURLIN, TYP
<br />(N) 1-3/4" x 11-7/6"x [(E) BM LENGTH e V-0"] LVL
<br />EA SIDE OF (E) BEAM W/ 0.220" DIA x 5"
<br />SIMPSON SIDWS SCREWS AT 12" OC TOP AND
<br />BOTTOM, STAGGERED. OFFSET SCREWS
<br />EACH SIDE OF BEAM A MINIMUM OF 4"
<br />(E) ROOF PURLIN
<br />TO REMAIN
<br />EXISTING PURLIN EINF ENT
<br />111 i f-olW
<br />(E) ROOF PURLIN
<br />l,/�,�I. TO REMAIN a TYP
<br />1 1/2" TYP
<br />(N) C-CHANNEL, REF PLAN W/
<br />(2) 1/4" ILIA x 2-1/2" SIMPSON
<br />SIDS SCREWS AT 9" OC TO
<br />GIRDER, STAGGERED
<br />36 EXISTING GIRDER REINFORCEMENT
<br />TOP PLATE 3/3"x3 3/4"x16" W1
<br />FACE PL 3/8" x 16" WIDE W/ (3) 3/4" DIA (4) 1/4" DIA x 2 1/2" SIMPSON
<br />THRU-BOLTS TO FACE OF GIRDER SDS SCREWS AT 4" GAGE
<br />ROOF EDGE NAILING
<br />(E) PURLIN BEYOND
<br />PL 1/4x AS SHWN EA
<br />SIDW/Et2 3/4 'DIA THPtJ-
<br />EBOLTS 2, 1 ROOF SHEATHING
<br />(N) PURLIN, REF PLAN —�
<br />BEARING PL 1/2" x 6" x 0'-10"
<br />NEW PURLIN TO EXISTING G'I
<br />111 = 11-011
<br />(N) MECH UNIT, REF PLAN
<br />CURB PER MANUF
<br />ROOF EDGE NAILING
<br />ROOF SHEATHING
<br />(E) SUB-PURLIN
<br />(N) SIMPSON LUS HANGERS
<br />°— (E) ROOF GIRDER W/
<br />CHANNEL REINFORCEMENT,
<br />REF DETAIL 36/S6.04
<br />NOTCH PURLIN FOR
<br />CHANNEL REINFORCEMENT
<br />ROOF SHEATHING
<br />(N) ROOF JOISTS, REF PLAN
<br />SIMPSON LUS HANGERS
<br />(N) PURLIN, REF PLAN
<br />NON -BEARING METAL STUD
<br />WALL, TYP, REF ARCH
<br />FLOOR EDGE NAILING
<br />NEW SHAFT
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />DEFLECTION TOP
<br />TRACK IS REQUIRED
<br />111 m 1I-Off
<br />NON -BEARING METAL STUD
<br />WALL, TYP, REF ARCH
<br />FLOOR EDGE NAILING
<br />NEW SHAFT
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />NEW ROOF BEAM
<br />111 = 1 141
<br />(N) SKYLIGHT BY OTHERS
<br />ROOF CURB
<br />(E) ROOF SHEATHING
<br />1G.
<br />FLOOR EDGE NAILING
<br />HIND,
<br />ADD 4x LEVELING PLATE W/
<br />SIMPSON SDWS 0.22" x 6"
<br />SCREWS AT 6" OC TO BEAM
<br />(E) CONC WALL
<br />)R TOPPING,
<br />A,RCH
<br />)R SHEATHING,
<br />FLANS
<br />WEB STIFFENER,
<br />IF REQUIRED
<br />GLANS
<br />HANGER
<br />IJLI bL LU 1 IF:J 11 1'0P
<br />TRACK IS REQUIRED
<br />rrr��,.carryfi�tiiaeraa�>t>•r
<br />JOIST, TYP
<br />HANGER, OR USE
<br />ON MIU HANGER
<br />SEAM, REF PLAN
<br />�— ROOF EDGE NAILING
<br />(N) ROOF BEAM, REF PLAN
<br />(N) SIMPSON MIU HANGER
<br />(E) ROOF JOIST
<br />) FLOOR JOIST TO (E) WALL
<br />11 f-011
<br />FLOOR EDGE NAILING
<br />SIMPSON MSTA24 STRAP
<br />AT 48" OC ALIGN W/ BLKG
<br />(N) FLOOR JOIST,
<br />REF PLANS
<br />(N) 2x4 BLKG
<br />AT 48" OC
<br />} FLOOR BEAM
<br />111 0 1 #-Off
<br />FLOOR SHTG EDGE
<br />NAILING, REF PLAN
<br />(E) 3x4 NAILER
<br />EPDXY BOLT 3 1/2" INTO
<br />(E) WALL WITH SIMPSON
<br />SET-3G EPDXY
<br />(E) CONC SHEAR WALL
<br />3/4 OF TYP
<br />JOIST SPACING MIN
<br />SIMPSON LTT20B ANCHOR
<br />TIE AT 4'-0" OC W/ 1/2" DIA
<br />THREADED ROLE EPDXY TO
<br />(E) WALL (4" EMBED)
<br />FLOOR TOPPING, REF ARCH
<br />FLOOR SHTG, REF PLANS
<br />WEB STIFFENER (IF READ)
<br />(N) FLOOR JOIST, REF PLAN
<br />SIMPSON MIU HANGER
<br />(E) FLOOR BEAM
<br />(N) FLOOR BEAM,
<br />REF PLANS
<br />) FTC 11�iALL RIB � 9 FL LEVEL
<br />lit q 1 1-011
<br />(E) 3x NAILER
<br />EPDXY BOLT 3 1/2" INTO
<br />(E) CONC WALL WITH
<br />SIMPSON SET-3G EPDXY
<br />FLOOR TOPPING,
<br />REF ARCH
<br />FLOOR SHTG
<br />(E) FLOOR JOIST
<br />P'-ON LTT20B TO EA
<br />fF JOIST TOP CHORD
<br />DWN WITH 5/6" DIA
<br />)R BOLT TO WALL
<br />,E) NAILER
<br />8" T&G PLYWOOD
<br />RING
<br />(E) 26" FLOOR
<br />JOISTS
<br />0 ""° SON LTT20B EA SIDE OF (E)
<br />URLIN WITH 5/6" DIA
<br />iOR BOLT THRU (E) BEAM
<br />ONT DF#2 STANDOFF WITH
<br />)WS OF 0.162" x 3 1/2" NAILS
<br />SIDE OF (E) TIE PURLINS.
<br />IIUE (12) NAILS, MIN
<br />�LINS
<br />3
<br />Otak
<br />Otak Architects, I nc.
<br />608 SW Third Avenue, Ste 600
<br />Portland, OR 97204
<br />503.287.6625
<br />wrvw.otak.com
<br />KnE
<br />z -ham
<br />No
<br />" 7
<br />IR S046,0
<br />FROELICH
<br />17700 SW Upper Boones Ferry Rd.
<br />Suite #115
<br />Portland, Oregon 97224
<br />Office: (503) 624-7005
<br />Portland, OR. I Bend, OR. I Denver, CO.
<br />Froelich-engineers.corn I FED€ 10-T172
<br />CONSULTANT
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<br />CCNO >#
<br />TITLE
<br /># IRATE DESCRII
<br />UM
<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 />32$301
<br />PROJECT NUMBER
<br />NEW ROOF GIRDER CONNECTION
<br />111 ® 11-011
<br />PURLINANDJOIST
<br />NEW ROOF BEAM AT SKYLIGF
<br />11! q 1 I 011
<br />N) CONCRETE WALL ANCHORS - ROOF LEVEL
<br />if
<br />02020OTAK, INC.
<br />If this drawing is not 24 x 36" it has been
<br />reduced/enlarged. Scale accordingly.
<br />
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