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<br /> NOTE:SFRS=SEISMIC
<br /> FORCE RESISTING SYSTEM
<br /> TOP OF PARAPET PER
<br /> BRG PL T0 L 1/4 3 CL JST(MAY BE �ARCH
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<br /> OFFSET ROOF JST PER PLAN
<br /> FROM CLJNT �
<br /> CHORD SPLICE
<br /> PER SCHEDULE JOIST BEARING PL%x 3Yz x EMB PL%"x 12"x 12" 2��� 2'-0"
<br /> I 1'-4"WHERE JOIST OCCURS W!(4)%"�x6"WHS 3 � C �'1 1 t E C t S
<br /> WITHIN 8"OF CENTER OF AT 9"GA
<br /> ANGLE CHORD NOTES:
<br /> PANELJOINT
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<br /> 2505 Third Avenue
<br /> 1. ADD CHORD SPLICE PL BETWEEN �— .��. � � - ,...._. , �,�. r,�..,.- �.ss �, � � `"' � Suite 324
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<br /> BETWEEN EACH CHANNEL PIECE gN 3/16 4 �. ; ,� 5/16 8
<br /> OR FULL PENE WELD PIECES WITH 2'-0"-NO CONNECTION BETWEEN � CONT CHQRD ANGLE.NO
<br /> UT INSPECTION L 6 x 4 AND CONCRETE � � SPLICE BETWEEN EMBEOS.
<br /> THIS REGION d � d ADD SAME SIZE ANGLE AS
<br /> CONFIGURE WHS AS SHOWN AT (4)#5x8'-0"HORIZ AT EMBEQ 4 CHORD BTWN CL OF
<br /> ENDS OF PANEL a'�e '�.,� � �` �,�`°`-��.,.�..�--� ":�,..-'�.����� EMBEDS TO FORM BOX� �
<br /> CONDITION AT PANEL
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<br /> • � � CONT 6x4�"GHORD � 114 4-12
<br /> 4� 2 2"DF SHOP INSTALLED NAILER.A7 BOUNDARY NAILING PER � ,� 1�
<br /> B R G PNL J OINT,R O OF B U M P S U P �4� DIAPHRAGM SCHEDULE BOUNDARY NAILING PER DIAPHRAGM �-- � ,
<br /> �SCHEDULE ��• � W
<br /> � �,: TYPICAL ROOF JOIST BEARING WITHIN Q
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<br /> CONT ANGLE LLV ON TOP �� I I �� � 4x6 DF#2 W/3!4"DIA BENT AB x 1'-ON W/6" 4 W
<br /> OF WALL(SEE TABLE TO ,� � a MIN EMBED-SPACE PER DIAPHRAGM � CONT CHORD ANGLE 4X6 DF#2 CONT
<br /> RIGHT) W/4"DIA x5"WHS � NAILERWIY"�J CARRIAGE BOLTS AT 24"OC, � �., W W
<br /> SCHEDULE PRE PUNCH ANGLE.ADD 4"0 EXP ANCHOR � � �
<br /> AT 24"OC HORIZ AND d� CONDITION BTWN EMBED 4"AT MID SPAN BTWN EMBEDS. �, a '� W
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<br /> VERT STAGGERED 3 ,IOIST SPLICE ANGLE PER a.� d �� >
<br /> CONDITION BETWEEN
<br /> (2)REBAR HORIZ AT Q W
<br /> TOP-TYP SEE PNL �O I ST �
<br /> ' ELEV � � IF CHORD SP�ICE THEN J
<br /> CHORD 5PLICE USE DBL 9"WELD EA PIECE TO Q
<br /> SIMP HF26N OR a 5/16 12 EMBED PLATE � �
<br /> HF36N HANGERS TYP TRUSS MFR TO DESIGN TOP CHORQ ANGLE GRID FROM TO SPLICE PL(36KSI} PL 8"x 4"x 1'-6" 5/16 9
<br /> CHORD FOR AXIAL SEISMIC �i�,
<br /> PRE-ENGR FORCE SHOWN ON THE ROOF L6x4�" 2 B.5 H PL'-"x 4"x 1'-6" o 0 0
<br /> JOIST PER PLAN FRAMING PLAN TO BE e � I
<br /> TRANSFERRED THROUGH TNE LBx4�" 2 K Q.5 PL s"x 4"x 1'-6" � I I Q' �
<br /> BEARING SEAT �
<br /> • L6x4�" 5.9 B D PL 8"x 4"x 1'-6" o 0 0 ��N
<br /> JOIST CONNECTION TO WALL �
<br /> AND ANGLE GHORD AND L$x4�" 5.9 F H PL a"x 4"x 1'-6" �1n 9�� 9„ �1u
<br /> SPLICE ARE PART OF THE 2 2
<br /> SEISMIC FORCE RESISTING L6x4�"" 5.9 K M PL B"x 4"x 1'-6° JOIST CONNECTION TO
<br /> SY TEM WALL IS PART OF SFRS CONSULTANT
<br /> L6x4�" 5.9 P R PL 8"x 4"x 1'-6" . ■ '
<br /> SECTION SECTION � �
<br /> ��� _ ��-o�� � _ 2 � �
<br /> 1" - 1'-0"
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<br /> PRE-ENGR JOIST MFR SHALL
<br /> DESIGN TOP CHORD OF PRE-ENGR TACOMA • SEATfLE • SPOKANE •TRI-CITIES '
<br /> JOIST FOR AXIAL SEISMIC FORCE
<br /> SHOWN ON THE ROOF FRAMING 2215 North 30th Street,s��te soo Tacoma,wA saaoa
<br /> (2)ROWS OF ROOF BOUNDARY PLAN TO BE TRANSFERRED THRU z�a.sas.z4zz Te� 253.3832572 FnX w,vw.at��.com wea '
<br /> NAILING TO 4x6
<br /> KNIFE PL%"x JOIST THE BEARING SEAT AND ACROSS
<br /> GIRDER BEARING DEPTH ATTACH 4x TO GIRDER W!PL�x THE JOIST GIRDER CONT 4x6 DF PL W/3/4"DIA BENTAB EMBED 6"MIN STRAP ACROSS FIRST FOUR
<br /> WELD TO EA -SPACE PER DIAPHRAGM SCHEDULE ON PLAN TRUSSES W/MST60 TO ALIGN
<br /> SIDE OF EA 5/16 7 MINUS y"x 1'-3"TYPICAL 4 x 0'-4"EACH SIDE W/3/"DIA �,
<br /> JOIST GIRDER MB AT CL-WELD EA SIDE PL TO 4x6 BLKG BETWEEN SHEET W/ALL PA STRAPS-ONE ROW 1�'oF �SB��p �
<br /> PRE-ENGR JOIST MFR GIRDER W/�"x 4"FILLET WELD JOISTS-SEE PLAN ONLY DIAPHRAGM NAILING ���� '�'c��a�
<br /> JOIST GIRDER SHALL DESIGN TOP CHORD -SPAGE PL AT 3'-0"OC AT(3) FOR EXTENT (2)SIMP PS418 STRAPS(ONE EA SIDE) UNDER STRAPS � ��
<br /> TO BRG PL ��� 4 OF PRE-ENGR JOIST LOCATIONS BET EACH JOIST- LOCATED AT 4'-0"OC W/(3)%"DIA MB AS �
<br /> TYPICAL �� GIRDER FOR AXIAL SEISMIC SEE PLAN FOR EXTENT SHOWN 3x6 DF#2 W/SIMP F36 EACH
<br /> 2 FORCE SHOWN ON THE JOIST , END-TYP AT ALL STRAPS r = �
<br /> ROOF FRAMING PLAN PRE-ENGR JOIST PER PLAN TO GIRDER EDGE NAIL G ALONG 3x6 `'��� ze+ee �.�
<br /> 1I4 4 �,P��� ALIGNED W/ALL EMBEDS o� Cp.��L �y�,t �
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<br /> I . 7Y JOIST GIRDER BEARING � ,/ \� / � �� STRAP TO
<br /> �� I �` DEPTH � / \ i � � 1/8 3 EMBED ( I
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<br /> �''/ 12"TYP ( � � � � � � / L4 x 4 x Z"x 1'-4"W/(3)
<br /> � i � � / / \ � 4"�l x 8"WHS VERT AT :
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<br /> / I � \� � � � / WHS HORIZ CTR BTWN •
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<br /> � � I � � \\ � VERT STUDS � I � �
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<br /> BEARING PL 3/"x COLUMN � I (2)%"DIA MB AT 5"GAGE •.
<br /> WIDTH PLUS 1"x AS REQ'D- I I AS REQ'D BY PRE-ENGR Q p p p
<br /> GC COORDINATE W/ �`�— �L� �L� �I�,
<br /> � ( JOIST MFR � �
<br /> PRE-ENGR JOIST MFR I \ /
<br /> STABILIZER PL FOR I I 1(4 �
<br /> . ,
<br /> PRE-ENGR JOIST NS AND FS � ( �2� DO NOT WELD JOIST \
<br /> AS REQ'D BY JOIST MFR I I GIRDER TO STABILIZER � /' �
<br /> � PLATE-TYP PRE-ENGRJOIST � Sheet Title:
<br /> � � � GIRDER PER PLAN
<br /> � I � � \ / NOTE:4x LEDGER,STRAPS AND WALL ROOF FRAMING DEfAILS
<br /> BRACE WHERE REQ'D BY � , CONNECTION ARE PART OF SFRS
<br /> � I I � PRE-ENGR JOIST MFR,TYP
<br /> � � Date: 1/22�18
<br /> I �IN I
<br /> � � �2� � Design: �H �
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<br /> PRE-ENGRJOIST GIRDER Df QWII:
<br /> CLR m
<br /> HSS COL PER PLAN � � PER PLAN-TYP -
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<br /> 3 Pro ect No: a
<br /> � GIRDER KNIFE CONNECTION IS A PART � STABILIZER PL 3/"x 6 x 0'-6" JOIST CONNECTION TO GIRDER AND P� � ��-�O9;AHBL 2170746 N
<br /> ° OF THE SEISMIC FORE RESISTING W/�%"DIA HOLE �x 4 x 4 CONNECTION ARE A PART OF � ,
<br /> � 0 Approved: p�g o
<br /> '' SYSTEM THE SEISMIC FORE RESISTING SYSTEM �
<br /> 0
<br /> N NEW
<br /> �
<br /> Building No:
<br /> � SEGTION SECTIC�N SECTION
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<br /> COPYRIGHT CRAFT ARCHITECTS 2017 �a
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