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1 2 3 4 5
<br /> (2)3/4"diam BOLTS
<br /> BEAM(S)PER PLAN. @ BEAM GAGE (4)3l4"diam BOLTS
<br /> 0 @ BEAM GAGE Z
<br /> APPLICABLE TO DETAILS BOLT NAILER TO BEAM W/ 1/2"DIAM. � STIFF pl EA SIDE PER 1/S411 � h
<br /> 4 AND 5/S411 THREADED WELDED, STUDS @ 48" �2„ � STIFF pl EA SIDE PER 1/S411 �
<br /> (APPLICABLE TO HOLDOWN oc. COUNTERSINK ONLY AS REQ'D 3x CONT. NAILER. pl 3/16"EA.SIDE W/(2) I
<br /> SCHEDULE IN INVERTED TO REMAIN FLUSH W/TOP OF RIP TO MATCH 3!4"diam.THRU-BOLTS.
<br /> POSITION-TERMINATE SHEATHING. BEGIN STUD SPACING 6" 1 1/ "
<br /> bf pRIOR TO BOTTOM FLANGE FiLLET FROM BEAM ENDS; LOCATE ADD'L FLANGE WIDTH. �, 1301 First Avenue, Suite 301
<br /> WHERE REQ D PER � � 1 1/2" 1 1/2" Seattle, WA 98101
<br /> HD SCHEDULE,CENTER STUDS 6"EA.SIDE OF NAILER � 1 1/2"TYP.
<br /> STIFF PIATES ON � � SPLICES.
<br /> HOLDOWN ROD. I o o � http://www.gglo.com
<br /> fV
<br /> TERMINATE STIFF PLATE ( � 1/2"
<br /> p AT BEAM FILLET(WHERE REQ'D PER I BEARING pl 1/2"
<br /> HD SCHEDULE, INVERT PLATES) I ( x BEAM WIDTH � � � BEARING pl 3/4"x �
<br /> I I � � BEAM WIDTH
<br /> END OF BEAM I I � (
<br /> I STIFF PLATE THICKNESS AT SIM I I � � f � WHERE COLUMN CALLOUT ON PLAN I I
<br /> GREATER OF: p � ( FOLLOWED BY ASTERISK(*), PROVIDE � � M I C H A E L N O U W E N S
<br /> -bf/15 JOISTS PER PLAN IN � � 3/16 3/16"FILLET WELD EA.SIDE OF BEARING �
<br /> 1/4"FILLET WELD ONE -tf/2 HANGERS PER GEN.STRUCT. I I I COLUMN PER PLAN. � I I pl TO BEAM BOTTOM FLANGE(TO RESIST i i 3/16 S t r u c t u r a 1 C o n s u 1 t a n t s
<br /> S I D E T O B E A M W E B 3/16 I I O V E R T U R N I N G F R O M S W A B O V E
<br /> N O T E S. P R O V I D E W E B � � � 3 0 5 N W 1 7 8 t h S t r e e t
<br /> AND BOT FLANGE. STIFFENERS PER JOIST MFR'S STEEL BEAM � I 3/4"BEARING pl. � � ( � shor�line, wp, 9s1��
<br /> bf/3 mltl RECOMMENDATIONS. PER PLAN. I I ( � COLUMN PER PLAN, michael@nouwens-structural.com
<br /> COLUMN PER PLAN. I I
<br /> ( I www.nouwens-structural.com
<br /> P 2D6.546.8446
<br /> � �
<br /> Q 3/16
<br /> ���,� STEEL BEAM STIFFENER PLATES %' ��, I-JOISTS TO STEEL BEAM �'�'1 CONT WOOD BEAM TO HSS COLUMN ,����� END OF STEEL BEAM TO HSS COLUMN �� � STEEL BEAM TO HSS COLUMN
<br /> ,, 1 ;� 2 ; �� 3 � 4 ; 5 L N
<br /> �� \� � �- ���� ,� � L o
<br /> �
<br /> 1i2"END PLATE x WIDTH OF AT WOOD STUD WALLS,PROVIDE HUCQ412 HGRS �
<br /> BEVELED WEB STIFFENER ON BOTH STEEL BEAM. PROVIDE 3l16" AT BEAMS THAT SUPPORT STRINGERS AND �, �
<br /> SIDES OF WEB OF SLOPED JOIST. BEVELED SHIM OVER LOW FILLET WELD TO BEAM WEB LANDINGS. 2,�,� �
<br /> 2x10 CONT AND OUTRIGGER PER PLAN LAPPED W! JOIST FOR SUPPORT OF AND FLANGES.
<br /> 2x4 BLOCKING WEB BLOCKED JOIST. SHEATHING. ��2„ 114 WOOD BEAM STAtR CONFIG.PER ARCH'l �SI
<br /> EXTEND LOW $„ PER PLAN ONAL�
<br /> JOIST TO FAR
<br /> (2).131 x 3"NAILS @ 12"oc SIDE OF WALL. 4-2x6 POST TYP.AT LOWEST LEVEL. 'I 2-$-ZO'I�
<br /> W/(6)OVER SUPPORT REMOVE 1-2x6 MAX.AT EA. LEVEL ABOVE;
<br /> MAINTAIN 2-2x6 MIN.
<br /> 1 1/2" PROJECT:
<br /> • — CENTERLINE COLUMN � I � � C Cocoon House Youth
<br /> • — LL � STUD WALL PER PLAN.
<br /> • (REF 5/S411) _ I
<br /> ° '� Center - Base Contract
<br /> RIPPED 1 3/4 x 16 LSL ( ° , �, SEE GENERAL STRUCTURAL NOTES �� _ _ _ 0 STS OOR
<br /> C ,_ _ + _ WHERE EDGE OF STAIR LANDING JOGS, USE CENTER
<br /> BLOCKING � FOR STRINGER INFORMATION. �
<br /> � (2x10 @ 16"oc �NALL OF STAIR AS BEARING WALL DOWN TO
<br /> i
<br /> AT INTERMED CONCRETE SLAB AND PROVIDE SEPARATE LANDING
<br /> STEEL BEAM �, i ; LANDING.) BEAMS AT JOGGED LANDING EDGES.
<br /> BEVELED BLOCK FOR PER PLAN. SEE �
<br /> FULL JOIST BEARING 2x4 CRIPPLE STUD AT EACH PROVIDE BIRDSMOUTH CUT FOR 2/S411 FOR NAILER � SEE ARCH'L FOR FIRE ENCLOSURE DETAILS
<br /> OUTRIGGER FULL BEARING AT SLOPED JOIST RIPPED 1 3/4 x 14 LSL BLKG. REQMNT KERF pl 1/4"W/(2)3/4"diam , AT ENDS OF LANDING BEAMS.
<br /> BOTTOM FLANGE. CUT SHALL THRU-BOLTS.
<br /> NOT OVERHANG FACE OF PLATE. (SEE SW SCHEDULE FOR
<br /> REQMNTS AT SHEARWALLS) �/4 — — I
<br /> - -�- - - - -
<br /> 6"
<br /> Q BASEpI 3/4"x BEAM WIDTH. AT WOOD STUD WALLS,PROVIDE HUC410-MAX PROJECT ADDRESS:
<br /> 1 HANGERS AT BEAMS THAT SUPPORT LANDINGS ONLY. 3530 COLBY AVE.
<br /> �� SECTION AT HIGH ROOF ���, SECTION AT HIGH ROOF /��, WOOD BEAM TO END OF STEEL BEAM ��'-\`0 W�OD STAIR and LANDING FRAMING EVEREn, WA 98201
<br /> � 6 �--- � 7 �, 3 � 9 ;
<br /> � � � 0 �� �� WALL ABOVE WHERE OCCURS. DIAPH. PANEL EDGE NAILING
<br /> TO RIM.(WHERE BLKG ADDED OWNER:
<br /> FACENAIL BOT. PLATE PER SW INSIDE OF RIM,STAGGER EDGE
<br /> LSL RIM OVER WALL;SEE SW THICKER MEMBER SCHEDULE TO FRAMING NAILING BETWEEN RIM& COCOON HOUSE
<br /> SCHEDULE FOR BELOW. WHERE BLOCK INSIDE
<br /> WHERE iNDICATED ON B�ocKirv��. 2929 PINE STREET
<br /> REQUIREMENTS SW SCHEDULE � OF RIM, STAGGER NAILS
<br /> AT SHEARWALLS. SEE PLAN ACROSS RIM AND BLOCKING.
<br /> EVERETT, WA
<br /> FOR REQUIREMENTS OVER , 98201
<br /> PROVIDE 20'GAP AT 1/2"oc BETWEEN NAIL ROWS.
<br /> OPENINGS(CAN OMIT RIM UNITS 212 AND 312 FOR SW PANEL EDGE NAIL STAGGER NAIL ROWS.
<br /> PANEL EDGE NAILING. WHERE FLUSH BEAM VENTING RUNS. VERIFY TO BOTTOM PLATE.
<br /> BEAM/RIM THAI HANGERS WITH FULL NAILING PROVIDE WEB STIFFENER AS INDICATED OVER OPENING).
<br /> 2 x 8 24"oc. SIZE VARIES. TO SIDE OF BEAM/RIM ABOVE. REQUIRED BY JOIST MFR. W/ARCH'L.
<br /> PROVIDE 1/4"JOINTS IN WALL
<br /> PROVIDE WEB STIFF.
<br /> 'H2.5'CLIP. PROVIDE JOIST WEB STIFFENERS SHEATHING PER PLAN. APA SHEATHING AT TOP OF AS REQ'D BY JOIST
<br /> JOIST DIRECTION AT HANGERS AS SHOWN. � FLOOR SHEATHiNG AND AT � MFR. 5 12/08/2017 RESUBMITTqLCT PERMIT
<br /> VARIES
<br /> BOT.OF JOIST.
<br /> I (16"min BUT NOT TO NOTE: TJI
<br /> EXCEED SPECIFIED 1 3/4"LSL RIM OVER WALL;SEE SW SEE HOLDOWN
<br /> — 2X6 BLOCKING BETWEEN I JOIST SPACING) RIM/BLKG NOT SCHEDULE FOR REQUIREMENTS AT I
<br /> JOISTS. PROVIDE(3).131 x 3"NAILS AN OPTION. DETAILS FOR 1 10/02/2017 ADDENDUM 1
<br /> @ 12"oc FROM LEDGER TO PLATES. SHEARWALLS. ATTACH RIM TO TOP BLOCKING IN BAYS
<br /> PLATES BELOW AS INDICATED IN SW WHERE HOLDOWN MARK DATE DESCRIPTION
<br /> B
<br /> THIS DETAIL ALSO APPLIES AT � SCHEDULE. SEE PLAN FOR L_ RODS OCCUR. REVISIONS
<br /> EQ. EQ, 'A35'CLIP TO WHERE NO WALL BELOW,
<br /> —'' INTERIOR WALLS WHERE WALL REQUIREMENTS OVER OPENINGS.
<br /> WEB BLOCKING STILL PROVIDE 2-2x6 PLATES TO IS ADJACENT TO OPENING. (CAN OMIT RIM WHERE FLUSH BEAM
<br /> RECEIVE LEDGER NAILING. PROVIDE I I TJI 110 BLOCKING @ 48"oc. INDICATED OVER OPENING). THICKER MEMBER WHERE NOTED
<br /> 1/4 x 5 SDS SCREWS @ 12"oc FROM � � - JOIST HANGERS PER JOISTS PER PLAN PANEL EDGE NAIL DIAPH.SHTG TJI RIM/BLKG IS NOT AN OPTION IN ON SW SCHEDULE.
<br /> THESE PLATES TO BM/RIM ABOVE. � � GENERAL NOTES UON. xo BNAILS EA.SIDE ODBL G131 THIS DETAIL.
<br /> WRLL PER PLAN.
<br /> WALL BELOW AT � � BOT.CHORD TO TOP PLATES
<br /> SOME LOCATIONS. - � I PROVIDE SEASONED DF SHIM IN HGR TO ALLOW BEpM PER PLAN. BELOW. SPACE NAILS @ 3 1/2" SW PANEL EDGE NAIL TO
<br /> FOR FULL BEARING OF JOIST IN HGR. REFER TO 15iS411 oc CTRD ON pl WIDTH. UPPER TOP PLATE. THIS DETAIL ALSO APPLIES AT
<br /> � INTERIOR W ALLS WHERE WALL
<br /> FOR ADDITIONAL IS ADJACENT TO OPENING.
<br /> CALLOUTS WALL BELOW WHERE OCCURS
<br /> �'��, SECTION AT HIGH ROOF �%'��� L2 ROOF TO BUILDING WALL ��,, I-JOIST TO FLUSH WOOD BEAM ;��, I-JOIST PARALLEL TO EXTERIOR WALL � � I-JOIST PERPENDICULAR TO EXTERIOR WALL
<br /> � � � ; \ � � �— � � , (\ " " ,/ ` � � NOTE: SEE IBC TABLE 2304.9.1 FOR NAILING
<br /> i
<br /> �� � ��--� � �_� � BASE CONTRACT PERMIT
<br /> REQUIREMENTS AT NON SHEAR WALLS. D 12/08/2017
<br /> RESUBMITTAL
<br /> CORRIDOR JOISTS PER PLAN. COORD WALL ABOVE WHERE OCCURS. DIAPH. PANEL EDGE NAILING C 10/06/2017 PERMIT SET ,
<br /> JOIST LAYOUT W/RECESSED UGHTS TO BLKG AT SHEARWALLS.
<br /> (WHERE OCCUR). CONTINUOUS MEMBER PER SW SEE HOLDOWN DETAILS FOR 1/2"oc BETWEEN NAIL ROWS. (WHERE DBL ROW OF BLKG, B 09/22/2017 BASE CONTRACT BID SET
<br /> CORRIDQR CROSS BEAMS ALIGN TJI W/JOIST � • � � � . ' � ° . ' a SCHEDULE OVER WALL. EXTENT SOLID BLOCKING AT STAGGER NAIL ROWS. STAGGER EDGE NAILING
<br /> A 08l25/2017 DESIGN DEVELOPMENT
<br /> PER PLAN. PROVIDE HANGERS � WA�L PER PLAN. OR BLKG OVER WALL. SHALL MATCH EXTENT OF HOLDOWNS. SUPPLEMENT BETWEEN BLOCKS).
<br /> NAIL PATTERN ADJACENT JOISTS.TJI MEMBERS LSL AS REQ'D FACENAIL BOT. PLATE PER MARK DATE DESCRIPTION
<br /> PER PLAN TO RIM OVER WALL. � ARE NOT AN OPTION. W/BLKG PER THE DETAIL. SW SCHEDULE TO FRAMING
<br /> (CS SHOWN;CMSTC SIM) BELOW. AT DBL BLOCKS, ISSUE INFORMATION
<br /> Q STAGGER NAILS ACROSS
<br /> PANEL EDGE NAIL ROWS OF BLOCKING. SW PANEL EDGE NAIL
<br /> � TO BOTi'OM PLATE. PROJECT NO.: 2016030.00
<br /> I THICKER MEMBER LAP JOISTS OVER PRINCIPAL IN CHARGE:
<br /> SEE 19/S411 -�-- WHERE INDICATED WALL&PROVIDE WEB
<br /> � I � ON SCHEDULE.
<br /> TJI 360 JOIST OR BLOCKING. � OIST MFR.EQ'D PER � — I I � R JECT MANAGER: Michael Nouwens
<br /> FIT TJI BLKG SNUG � -f- SEE 14, 15, 19&20/S411. -}{ SEE HOLDOWN W OWNER APPROVAL:
<br /> BETWEEN JOISTS. I � � � � DETAILS FOR �
<br /> p` BEAM/RIM PER PLAN NOTE: TJI OPTION NOT
<br /> I I I I BLOCKING IN BAY�
<br /> JOISTS PER PLAN. PROVIDE (TJI 560 AT CMSTC STRAPS) � ALLOWED AT STRAP. BLOCKING MEMBER(S)OVER WHERE HOLDO�
<br /> WEB STIFFENERS AS 5 I TJI 110 BLOCKING EA.SIDE OF WALL. TJI MEMBERS ARE RODS OCCUR.
<br /> SHEET TITLE
<br /> � � STRUCTURAL WALLS @ 48"oc. FOR REQUIRE ENTS ADULE W FRAMING
<br /> REQUIRED BY JOIST MFR. PANEL EDGE NAIL SHEATHING TO
<br /> STRAP PER PLAN&NAILS BLOCKING. SHEARWALLS. ATTACH BLKG a
<br /> � WALL BELOW WHERE OCCURS PER GEN. STRUCT.NOTES.
<br /> TO TOP PLATES BELOW AS � DETAI LS
<br /> TJI 110 BLOCKING AT WALL,NAIL STRAP DOWN INDICATED IN SHEARWALL U
<br /> BETWEEN JOISTS. INTO TOP PLATE. REFER TO 20/S411 SCHEDULE. �
<br /> FOR ADDITIONAL
<br /> STRAP BEYOND WALL STRAP OVER WALL CALLOUTS SW PANEL EDGE NAIL TO
<br /> UPPER TOP PLATE. Z SHEET N0.
<br /> ;%���, LZ AND L3 CORRIDOR WALL SECTION ���, DISCONTINUOUS STUD WALL %��, COLLECTOR STRAP �' �, I-JOIST PARALLEL TO INTERIOR WALL ��� I-JOIST PERPENDICULAR TO INTERIOR WALL v
<br /> ��, 16 ,r- � 17 18 � 1 g ' 20 ; W S �411
<br /> �� Q � / NOTE: SEE IBC TABLE 2304.9.1 FOR NAILING �
<br /> � ��� REQUIREMENTS AT NON SHEAR WALLS.
<br /> Q
<br /> m COPYRIGHT MNSC.ALL R�GHTS RESERVED.
<br /> ORIGINAL SHEET SIZE IS 24"x36"
<br /> � 2 3 4 5
<br />
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