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<br /> STR U CTU RA� N OTES z �
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<br /> 1 . CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION z
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<br /> 2. LOADS: „ „ W .
<br /> EXISTING EXISTING P�YWOOD EXISTING SIEISMIC: SITE CLASS = D WIND: 110 M.P.H. (EXPOSURE B ) �
<br /> �PANEL JOWT PANEL JOINT
<br /> SDC=D !� =1 .0 � N � �
<br /> �
<br /> Ss =1 .153g � =1 .0 �
<br /> S� =0.332g
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<br /> Fa =1 .04 �? o
<br /> _ - 1 � - - - � =1 .74 � ¢ `; -
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<br /> I� � � � � � � � � °° �w o
<br /> � a � � o � o I I o EXISTING 6" C-CHANNEL � 3. META�S: � cY, ,�;
<br /> � II � 3 II � .
<br /> � I-i ' S-2 nP• � ( EXISTING 4x14 � 8'-0"fo.c. � H.S.S. COLUMNS SHALL CONFORM TO ASTM A500, GRADE "B" (fy=46,000 PSI) o � o
<br /> � I I H.S.S. 8"x 4"x 1/4" I i � A L L S T R U C T U R A L A N D M I S C E L L A N E O U S S T E E L S H A L L CO N FO R M TO ASTM
<br /> I I I I A-36 (fy=36,000 PSI) UNLESS NOTED OTHERWISE. MACHINE BOLTS TO BE A325.
<br /> N ° I I ° ° I I ° � .
<br /> `r v, ( � SAW CUT SHADED AREA I I � �
<br /> I I I I 4. WELDING:
<br /> I I � � ALL WELD SHALL BE BY WABO CERTIFIED WELDERS. USE FRESH E70 0 W
<br /> I I � ' '� ° I I ELECTRODS. WELDS NOT SPECIFIED SHALL BE 1 /4" CONTINOUS FILLET MINIMUM. N � w �
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<br /> i I /� i��/"��;y) I I 5. SHOP DRAWINGS: � � � � _
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<br /> I I ��°l;% j,, � � SUBMIT 3-SETS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO ' � �' Q ~ "
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<br /> � I I � ,'�� ��'��-�'� � CORNE � I I � FABRICATION AND AFTER CONTRACTOR REVIEW FOR COMPLIANCE FOR N w w �
<br /> ,� CORE DRILL R �- Z � - �
<br /> I I j -'� ��` I DO NOT OVERCUT I I M I S C. A N D S T R U C T U R A L S T E E L. W � � �, .
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<br /> � � F��� ' � � 6. WSPECTION: ,
<br /> I I ;.F ; ,. I � � INSPECTION SHALL BE PER I.B.C. 2015. PROVIDE SPECIAL INSPECTION BY AN �������i�g� � �
<br /> I I , , � � � m���1�� afled�`�����$�
<br /> I I � � t' ; I I INDEPENDENT TESTING LAB APPROVED BY BUILDING DEPARTMENT FOR FIELD m'�..9,�:,�{��oo�.�& -
<br /> � � ' � ' �'�I � I I WELDING AND ALL EXPANSION OR EPDXY ANCHORS, INTO CONCRETE. n � a�m, , �Q`��
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<br /> ��� '� �f I I r'�H � :������,�:�--�
<br /> �/ \� � I I � EXISTING LOUVER � ���"°a> z��=>''�.��� .
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<br /> � I I \� i`` ''r F``� � SAW CUT SHADED AREA I ( � 7. SPECIAL CONDITION:
<br /> I ' �� � " DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE
<br /> I I `` OF THE EXISTING WALL I I - �
<br /> � � � � :'�f� ��`�� ' BRACING AND GUYING IN ACCORDANCE WITH SOUND PRACTICE
<br /> � � � � ,.� �� �� I I ENLARGE EXIST. 12'W x 14'H i' SHORING, ,
<br /> � � � I � � - �' , '" ,,�"i i I O.H. DOOR TO 14'W X 14'H � AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO
<br /> � � � i I � ,/ ;�f ;.�` ,, O.H. DOOR BY CUTI-ING �2" COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. � .
<br /> � I I � ' ,� �' I � � EACH SIDE OF THE EXISTING � � � ,
<br /> � I I / %� �' ;'� % � � DOOR. � .
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<br /> 2 � . / J I � � EDGE OF EXISTING DOOR. Q O
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<br /> — — — — '� �/ `�— — — — — — — — — TOP OF SLAB — — Z � �
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<br /> � � � �� � � �� � �_ » � � » � � W �
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<br /> � 4'-0" � 14'-p„ � 6,_�„ � a O � � .
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<br /> 1 . CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. Q
<br /> 2. CONTRACTOR SHALL FIELD VERIFY "CONDUITS" (n
<br /> - AND PIPING FOR INTERFERANCE WITH NEW .
<br /> ADDED STRUCTURE. .
<br /> NTE R I 0 R WA�� E�EVATI 0 N �2�� �
<br /> (INSIDE ELEVATION) SCALE: 1/2"=1 '-0" � 4" CONNECTIONS C� » i i �
<br /> �I` 4,-0�°o.�. � ( � � .
<br /> I��I VERIFY LOCATION W/ � �
<br /> EXISTING CONDUITS & �
<br /> 10" I PIPES AND ADJUST - - I � y
<br /> � 1 2„ � � 1 � 2„ o _ LOCATIONS AS EQUIRED. � o EXIST. CONC. � .
<br /> I WALL
<br /> � � I I � �—PROVIDE STEEL ANGLES I (
<br /> `V � � 3/16" I I EACH SIDE � TOP OF o�
<br /> r I I H.S.S. 8"x4"x1/4" I ( ° COLUMN PER DTL-2/S-2. � I 3/16"
<br /> _ � 3/16"
<br /> PLATE 1/2"x10"x1 '-0" I I ( �
<br /> W/ (2)-5/8" DIA. HILTI I� .
<br /> �, KWIK BOLT TZ � 3/16" I � �
<br /> (EMBED: 3 1/8") � Q I �CONN�CSIO� PER � ,
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<br /> N - - - - - - - I I �- I I � .
<br /> L 4"x4"x3/8"x0'-4" TYP. I I H.S.S. 8"x4"x 1 4" I I H.S.S. 8"x4"x 1/4" �
<br /> W 1 -5 8" DIA. HILTI KWIK / ( I
<br /> - - - - - - BOLT TZ (EMBED 3 1/8" MIN.) I I I
<br /> P EXIST, CONDUITS OR `
<br /> H.S.S. 8"x4"x1/4" I I I I PIPES FIELD VERIFY
<br /> EX ST. CONC. WALL �- — I LOCATIONS.
<br /> I ,
<br /> i ( ( SHEET
<br /> . 1 1/2" IYP.�
<br /> .2 .
<br /> OF
<br /> CO �UMf� BASE CONf� ECT 0 �1 DETAII___ H . S . S . CO �UMN / WA�� CO �INECTION H . S . S . CO �UMN TOP CON �IECTION H . S . S . CO �UMf� /WA�� CONf� ECT ON 2
<br /> SCALE: 1 1/2"=1 '-0" � ,� SCALE: 1"=1 '-0" 2 SCALE: 1"=1'-0" 3 SCALE: 1"=1 '-0" 4
<br /> JOB. #
<br /> 108-1901
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