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<br /> 8,_43 „ 1 . FLOOR LIVE �OAD = 15� PSF. OR FORKLIFT.
<br /> � .5 8 8 � 5 g g ° 5 � � � 2. TOP OF STEEL EL. AS NOTED.
<br /> '- " 50'-0" 50'-0" 50'-0" 50'-0" 5'-4�" 3. FV INDICATES FIELD VERIFY.
<br /> 50 0
<br /> 4. FLOOR BEAMS ARE COMPOSITE BEAMS W/
<br /> � T.O.S EL. 120'-0 1 /2" �_ �� � � i> � �� > �� � » > » > » � �� � �� 3/4"�X3 1 /2" HEADED STUDS. (N0.) DENOTES
<br /> 29 0 29 -0 29 0 29 -0 29 -0 29 -0 29 -0 � 29 -0 7 SPACES C� 29 -0 FOR GLEASON NUMBER OF STUQS TO BE EVENLY SPACED ,
<br /> - TRACK SUPPORTS (SEE DTL A/2S512) OVER BEAM LENGTH.
<br /> �
<br /> o ,.�., z �+- 16'-1 g" 5. ALL FLOOR BEAMS MARKED * ARE A992 GRADE 50KS1
<br /> �.�, o -
<br /> Zo
<br /> N o o I I � MATERIAL U.O.N. ,
<br /> � �� Q � � � �� ALL COLUMNS ARE TS10X10X1 /2 A500 GR. B U.O.N.
<br /> �N Q�Q o� 6. BOLTS ARE A-325X 3/4"� FULLY PRETENSIONED U.O.N.
<br /> W o w � � � 4�" W 7. FOR FLOOR SIAB, SEE SHEET 2S505 & 2S514.
<br /> z � � 10'-4 "t ' �4" 8. FOR TYPICAL SINGLE PLATE CONNECTIONS SEE SHEET S551 .
<br /> -' � 3'-1%" 5'-4%" % , „ 6 -4� FOR THE NUMBER OF BOLTS REQUIRED SEE TABLE A.
<br /> , � � � � � 18 -7�
<br /> ��W � � � a �S o 9. [�] DENOTES CONNECTION DETAIL NUMBER ON SHEET 2S50
<br /> --� ��� � EXISTING POSITI N 3 N N � TYP 7 PL � ^ � (SEE SHEET 2S509 FOR DETAIL 6� )
<br /> 0
<br /> �� � SUPPORT FRAME � `-- �.- o � 2S5 3 2S513 I � � (SEE SHEET 2S511 FOR DETAIL N�] )
<br /> � � � z� NOTE 10 x .
<br /> , ^ � � � � W21 x44 FV *W24x55 30 '�' N
<br /> � W24x68 64 � � � W14x30 W14x30 - -� NOTE 10 � X *W2 x55 ( 0) �
<br /> �- ( ) N � �- TAB LE A
<br /> —�'"-�" ° � � I I �" � .
<br /> � X X ° J � i i � �' � �
<br /> N N � � S513 2S511 P W24x68 64 j j W14x30 25513 2S511 TY W24x55 (30) � oO B E A M S I Z E N U M B E R O F B O L T S R E Q U I R E D
<br /> � � o❑ � ) � * �
<br /> _ _ - - - - �_ � - — -�V - M W30 �
<br /> � W14x30 W14x30 M � W14x30 W14x30 � W27 .
<br /> NOTE � 0 2S513 2S511 M � 6
<br /> 2S513 2S512TYP 7 PLCS 2S513 2S 11 SIM 2 PLCS `�' W24
<br /> � 4,_�„ _ - - - - 6
<br /> 18' 0" 18, 0„ 25' 0' 25,��» 5, „ 5>_�„ , „ >_0„ � �,_8�„ 25,_0» 28,_p�» .
<br /> W21 , C15 4
<br /> EXIST{NG VANDECK NEW VANDECK W18, W14 3
<br /> �A�l D E� {� �RAM I N G P �A�l A
<br /> „ , „ � 1 0. N E W J I B C R A N E S U P P O R T F R A M E P E R
<br /> ! Q S C A L E: 1 /1 6 =1 -0 2 S 5 1 3 2 S 5 1 3
<br /> � LOCATE W14 BEAM BELOW SLAB CENTERED ON FRAME.
<br /> � CAP PL 2x�Yx1 '-6" 2'-4" 11 . CORE DRIL� EXISTING SLAB FOR NEW UTILITIES. �
<br /> � LOCATE EXISTING TOP AND BOTTOM
<br /> TOP oF FRAME W12x30 REINFORCEMENT AND ADJUST CORE DRILL �
<br /> LOCATIONS ACCORDINGLY TO AVOID CONF�ICTS.
<br /> 132'-10%4" � � COORDINATE WITH ELECTRICAL AND MECHANICAL
<br /> � � 1
<br /> 2 � � DRAWINGS.
<br /> r 2S512 I I 0
<br /> �--� \ � � 3 ,> > » .
<br /> f I � / PL /4x6 x0 -11 Y
<br /> I EA SIDE OF W12
<br /> C 0' 8' 16' 32' 48' .
<br /> � 2S512 i i „ >, , „ 1 /16" = 1 ,_0„
<br /> �, PL Y x6 x1 -0 .
<br /> �- 2L 4x4�4 I
<br /> � ONE SIDE � �
<br /> OF HSS12x8 � �
<br /> 5/16 _ � �
<br /> r ,.., I I 5/� 6 2S512 � ,
<br /> _ � � �
<br /> �
<br /> c� I I
<br /> p I i STL BM BY �
<br /> � I I JIB MFR COL 8c BEAM
<br /> � j I S L CHANNELS
<br /> � I I E BY JIB MFR 3 � � HSS COL
<br /> � 5/16 S 1 2� I I I
<br /> �- 5/16 > >/2" � � BASE PL
<br /> r � o � j � ���2» �
<br /> "' � � I � ---' HSS12x8� PL 3/x7Yx0'-11Y" � � �
<br /> �, " � I I CENTERED ON HSS 12x8 , _,
<br /> , , , ,
<br /> N � zl I
<br /> _.
<br /> � d" Q I ' ' � a ,
<br /> -------- Q , ' �
<br /> � o N i I ` ---- � f � � i ..
<br /> I � �
<br /> � �, I I I I a ' ;. a° � ;a a
<br /> o I 1 0 I 3 -0 I I --
<br /> --�
<br /> o I I X I PL %4x14x1 '-6' SHIM AS REQUIRED TO
<br /> o I I � I I W� �4} �4 �b _ PROVIDE FULL PLATE
<br /> f � I I �, i I BOLTS 5/16 5/16 BEARING AT CONC SLAB
<br /> o � � = I I ,
<br /> � i I 5�� 6 I I �/16 PL %4x14x1 '_6„
<br /> � N I I i I
<br /> � o � � � I � SLAB P„ EA SIDEEIOF TBEAM FWEBR
<br /> N I I �
<br /> '' TOP OF SLAB 3 SIDES 3��6 C� BOLT LOCATIONS
<br /> � .
<br /> � , , . .. . � : � . TY 16
<br /> , , a• � ,, �� 120>_6„ P 3�
<br /> . � a. � ' a � . !F ;; . � �i . .� ° .�• a ,�f i a a: 4 i i a a . � . � � .
<br /> ° :
<br /> � WF PER PtAN �� � ���
<br /> � NON-SHRINK �°
<br /> ;� GROUT (TYP) jo �InV 0 2 �O�i7
<br /> � � CONN TO SUPPORT
<br /> G�N�C�L C0�ISTRUC�'I�IN C(),
<br /> , Q BEAM PER A
<br /> � �
<br /> � S�
<br /> � � WF PER PLAN
<br /> 1
<br /> 0 2S513
<br /> N � Ber er.�� .
<br /> ° S E C T I 0 N — P 0 S I T I 0 �l 4 J f B C R A N E A D ETA I � 1 www.brph:�om Copyrighto 2017
<br /> ° �� � �� SCALE: 1 -1/2"=1 '-0" 25513 33301 9th Avenue South, Suite 300 Architects, Engineers, Constructors
<br /> � O SCALE: 3�4 =1 -0 2S513 25513 � Federal Way, Washington 98003-2600 19020 33rd Ave W,Suite 530 State of Washington
<br /> p • Certificate of Authorization
<br /> � �. (206) 431-2300 FaX: (206) 431-2250 Lynnwood,Washin�ton,98036 Architecture No.603235512
<br /> � 425-921-3500
<br /> ,� Engineering No.3137
<br /> ' � CURRENT REVISION SYMBOL DATE
<br /> �
<br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE
<br /> � �,A �r HSC ESGNB DI OR CHECKED 11 0, �� VANDECK FRAMING PLAN
<br /> �KE � � 16335 d 11/01/17
<br /> � � 0 P4 TOOL DECK & UTILITY DESIGN — ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 `'' °F S�� G' LEH 11 01 17 sHE�r
<br /> � 41 �w , ��J> SPECIFICAT(ON IS APPROVED � TITLE
<br /> � � �� °x � APPROVED BY DEPT. DATE BEM 11 0� �� FACTORY TRANSFORMATION - 777X FAMBU SI MODIFICATIONS
<br /> � BOEi�v� � � � � CHECKED ��� 1 � -921 .
<br /> � �
<br /> � � � w�,� B U I LD I N G 40-025 �og N0. COMP N0.
<br /> � ( RAL����1'' APPROVED WO 15�2899-921
<br /> J `�oN�,L�� APPRovEo STRUCTURAL MASTER EVERETT, Wq °Wc r,o. 40-025-2S513-921
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