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<br /> ,�"�- � SEESCHEDULE
<br /> �I, �, ,=� � �TRACKWl112"FLANGE6
<br /> � / / BWIOTH/rHICKNE93T0
<br /> —SAWCUT EDGE OF ' ��=���e rv.
<br /> / � � \ j� NEW OPENING � � '� MATCH WALL STl1D5 W/ �ea�sa.eioo
<br /> DONOTOVERRUN - ��\ � \ ; y SEEPLAN JAMBATHEADER � F a ; i � .aoasoo � a�m
<br /> (6)#1048SCREVJSTO p vussa v weasou
<br /> SAN/CUT . � �
<br /> � �� 3I8" STIFFENER �� - �, � SIMPSONLSOTO �
<br /> / ' \ EA. SIDE j
<br /> �. � JAMBANDHEADER -
<br /> A36ANGLEEASIDE, � � TOPANDBOT
<br /> 3AWCUT EDOE OF �_ I SEE SCHED FOR \ 1� �P � L8" PL EA.SIDE � _
<br /> �\ THICKNESS \ � �WEBW/3/4' DIA X ` DW$5
<br /> NEW OPENING -�-�- . � I � CONNECTION SCHEDULE � � \ BOLTS
<br /> � � 2Vd" I
<br /> 6617 ASSOCIATED BLVD
<br /> � �s^ owcoae, m � � � BUILDINGB, SUITEIO�
<br /> � �� � . - . . _ � �
<br /> \ _ ' FRAMING BEAM NO. OF AN�LE REMARKS � I � EVERETT, WA JBPO3
<br /> � BOLTS THICKNES �, � _ JACKSTUDS �� li
<br /> � _ i �, � --� "N" S � �.� �i'�- � O � O SEESCHEDULE \ �
<br /> �(E)TILTWALLPANEL I � � � � � �
<br /> T09EREMOVED ��I W8 2 5/16' j i � � O � � —p10.16TEK8GREN15
<br /> � � ���� W10 �- -� 2 5/i6'.__ 2 O I' Oi � . � � 18 OC TYPEAFAGE
<br /> NOTE6: I � W�2 3 S116" O o OFSTIIOTOTRACK
<br /> 1. WTNEWOPENMGSASFOLLOWS: I -
<br /> _ _ _
<br /> i ��e W14 � 3 � SI18" I �O O ryp ;/18 2_12 � \'—HEADER, SEESGHE�ULE
<br /> A. CORE HOLES AT EACH CORNER - � - �'-
<br /> GCHIPAWAVREMAININGCONCRETEATCORE� HOLES � ` � � �� � � � � � � �APP� _ /��� ' ANGLESHEARCONNSGHEDULEUBLE HEADER SCHEDULE �
<br /> B SAWCUTBETWEENCORNERS I � Wi6 4 � Sli6"
<br /> f � � FOR NUMBER OF BOLTS SEE �O
<br /> _ —-
<br /> � BRG FUL-HIEGHTKMG
<br /> 2. Nh1ERE CUT REBAR WILL BE PERMANENTLV EXPOSE�, CHIP AWAV 314" JACK
<br /> CONCRETEALLAROUNpBARt03/4" DEPTHALLAROUN�, WT NOtES: WI(4) 3/4" OPENING SIZE STUDSFACHEND STUDSEACHEN� ��
<br /> REINFORCEMENT AND FlLL W/EPDXY, ENSURE MIN 3/4"CONCRETE COVER FOR 1. CONNECTION CAPRCITV IS A FACTORED (ULTIMATE) LOA� PER AISGLRFD L4TEST A�OPTION. pIA BOLTS , / �i NOTE: ROOF DECK&JOlsi I LESS THAN 4'-0" (2) ao0S1fi254 . 1 _ . _ 1 I
<br /> I —
<br /> REINFORCEMENT AFfER CONCRETE CUTTWG IS COMPLETE. 2, ryPICAL CONNECTION �ESIGN IS BASED ON MA%IMUM TOP FLANGE COPE OF 1 3/e" DEEP 84" LONG. � NOT SHOWN FOR GLARITV
<br /> 3. "N" = NUMBEROFROWSOF3/4"0A325BOLT5. STLCOLUMN, ��� i —_ 1'-0"40�16259 1 I 2 �
<br /> 3. REFER TO ARCHITECTURAL ORAWINGS FOR OPENMG SRE AND LOCATION. 4. IF SHORT-SLOTTED HOLES ARE USEO, THE SLOTTE� HOLES SHALL BE IN THE BE4M. SEE PLAN OR � j 1�'-0" 18-0" (� 8005162 9] 2 3
<br /> SCHE�ULE � -
<br /> S�, TYP CORNER AT NEW OP__ENING ___. _ 572 DOUBLE ANGLE CONNECTION SCHEDULE _ S7 TYPaBEAM SPLICE_ _ S� BOX HEADER CONNECTION____
<br /> CONT TRACK TO MATCH
<br /> —(E) ROOF SHEATHMG � COL DEPTH ANO GAUGE OF
<br /> � STEEL STUD SECTIONS NO eHO�WN FOR CLARITV y T/WALL f �"� � � � STUD WALL
<br /> � E TIOECK 3/16 / � HSS COLUMN �
<br /> ..... .._, _.. � �
<br /> � � '� � SHALLBEl1NPUNCHEO � . �
<br /> WITHIN 1'-0" OF SPLICE f, I . �
<br /> STEEL STUDS �-2" I
<br /> - STEEL STU� SEE PLAN
<br /> ,= SEEPIAN 7
<br /> � ,; " � BEAM �p � - IDa0T150-54 CONT, �
<br /> � I �' � a
<br /> \
<br /> T/WALL FASTEN TO EF STt1D W/
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<br /> . I (3)#10TEKSCREWS w
<br /> TSN SLBOO VERTCLIP WI � I I �
<br /> _ TBE --� 10TEKSCREWS 6"OC
<br /> #
<br /> 3 N10 WOO�SCREWS TO ' �
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<br /> ( � 6PLICE POINT . � � ' J �I 1/4 �' I U
<br /> (E) ROOF SHEATHING � � �,
<br /> LOCATE WITHIN FIRST ��. ._, - _ . _.
<br /> �
<br /> �I O I SHEATHWG SEE PLAN
<br /> � � � m �. �
<br /> OR LAST THIRD OF t� _ � I
<br /> � FIEL� VERIFV �v-�- e � TBE I � � �'� I I /
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<br /> FULL HEIGHT STUD
<br /> _
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<br /> � 1l2" PLYWOOD SHEATHING, � �
<br /> � r� STIFPPLEASIDE � \ / � SEE5111FORSHEARWALL � �
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<br /> ; / � \ LOliz3I8r0'-6"W/� I ATTAGHMENT �STEELJOISTS
<br /> . __i I � I � (�) 3/4" DIA BOLTS
<br /> — �� OF COL, SEE 3/S]11 ' \\ —(2 AM SEE PLAN � �
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<br /> \ ) 3/4" DIA eOLTS i STUD6, CONNEGT TO TO CONT 1 1 1
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<br /> SEE PL4N I ' #10 TEK SCRENS EA END / 3'z18 GA x 8-0" STRAP BRACE � �10 TEK SCREWS �fi" OG
<br /> 1L�� W?(2) DHISTDIHHILTI�X-UMN —STEELSTl1�5, � �
<br /> \ FASTENER58 (�#10TEK -� SEEPLAN ' . 1 �
<br /> COLUMN � -�...��� � � \�\��...��..�--STUD WALI F�USHUD � 'y
<br /> � �
<br /> S� TYP STUD WALL CONNECTI.ON DETAIL S6 TYP STEEL STUD SPLICE DETAIL S� _ BEAM_ TO_ COLUMN CONNECTION S� BEAM TO COLUMN CONNECTION_ _ _ S� STUD CONNECTION DETAIL _ � �
<br /> _ _ � � �
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<br /> - � CONTTRACK, /---CONTTRACK O
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<br /> � BEAM 6HE4THIN0 � \ / � � N
<br /> T/WALL '� � � � X J
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<br /> � �SHEATHING, 3EEPLAN
<br /> @6"OC � STEELJOISTS \ FORCONNECTION Tz�`r ' . � - � ' � W Q � �
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<br /> � i n 6EE PLAN
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<br /> � �BEAM SEE PIAN �
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<br /> � �c� c� O � O o U TSNDSLBOOCLIPW/(3)N10 , / �SHEATHING �
<br /> , SHEATHING � � ._ J �-,_, TBE
<br /> i .. �SCREWSTOSTUDAND �
<br /> ���. � - TBE .__ - . � � �S�mHILTIXUPAFSWI '�, .� TIDEOK
<br /> TISHEATHING , � � �� . / � � „ I ❑ PAF � ,� (3)%t0�1EKSCREW5T0 SEE9S].1�1� ' ' � ��K � EMBEDINTO (E)WALL �� �� �peimltSet i0 08I01I2020
<br /> I � I \ Y I ("; �t.; \� TOE45TUD FASTEN �EELJOISTS ---— i ..... ..
<br /> EVERV THIR� SPACE � AT EA STUD STUD AN� (3) 0.15"/ �IA I -. � �. � SEE PLqN REVI610N 0 DATE
<br /> 1l2 PLVWOODSHEATHMG ' HILTIX�UPAFTOBEAM STU�BLOCKMGBETWEEN - vp'
<br /> SEE5111FORSHEARWALL PROVIOEBLOCKING � " , (2) 0459 DIAHILTX . iIl STUDS �4'-0"OQ C � � �
<br /> ATTACHMENT \ STEELJOIST ALONG BEAMSANDAT �� 'i � WI
<br /> STUDBLOCKINGBETWEEN SEEPLAN JOISTMIDSPAN � ,, (3) #10TEKSCREWS .
<br /> BETVJEEN BEAMS -- BEAM � � ��i -" --
<br /> STUDS, CONNECTO TO GONT � � � / � '
<br /> TRACKAN� SHEATHINGW/ ��� CONTJOIST, . j' x
<br /> , STEELSTUDS, / £� �-
<br /> \ � SEEPLAN (E)TILTUPWALL ----/
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<br /> #10 TEK SGREN5 �6"OC FASTEN TO EA 6TUD
<br /> � \ WI (3)#10TEKSCREWS I,'�� � �:� � 7 i � 12" PLVWOODSHEATHING, ��
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<br /> ' �� �'I �"- -� - STEELSTUDS, � Ii StEELSTUDS / � � SEE51.11FORSnFARWALL 4"� �
<br /> ��- � , NTTACHMENT ��:�:+ �
<br /> SEE PLAN � �j � SEE PL4N (E) TILT UP WALL---�/
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<br /> ,o STUD CONNECTION DETAIL „ STUD TO BEAM CONNECTION _
<br /> S7 a _ o O _,2 STUD CONNECTION DETAIL __ ,3 CONNECTION DETAIL __ _ ,4 STUD TO�E) TILT WALL_CONNECTION
<br /> 3/4'- 1 -0 - . . .. . . -_. $�.11 3l4" = 1'-0" . . ._ $].11 3/6" = 1'-0" . . _ . _ .
<br /> S7.11 3i^"= �`o". . 57.11 — -—
<br /> xs� is^ oc ceNreaeo, -
<br /> TOP 8 BOT DRILL AN� EPDXV . ; (E) TILT UP WALL
<br /> 16" INTO (E) CONCRETE WALL
<br /> 5]6t ' � . � (� TILTUPWALL � - < <
<br /> (E) OPENING , ROUGH (Ej SURFACE �-�� ��. � �
<br /> INFILLEDWI � ' �� EWEFORCONCINFILL � �
<br /> CONCRETE � �V�� ?' ,; � �VERTICALREINFORCING
<br /> (E) OPENING - � " / 6EE DETAIL 15/9].11
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<br /> ��. � �, --' � �� SEEDETAILi5I5].11 ��. 5/29/20
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<br /> " L � -iA5 (� 12"OC CENTERER �� ��`
<br /> �RILL ANO EPDXV 1fi" JOB NUMBER
<br /> � � _ . . : mro �e� coNc wnu 205013
<br /> � � DRANM BY CHECKEDBY
<br /> MAF RRP/BMS
<br /> SHEET TITLE
<br /> FRAMING DETAILS
<br /> ,5 OPENING INFILL ELEVATION_ ,6 OPENING INFILL SECTION___ _ _ ____ ___ SHEETN�MBER
<br /> s�., , ,. - ;,a• s�., , ,. = ,._o.
<br /> S7 . 11
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