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Home My WebLink AboutB14-0280 REV1 plans approved � � � � � TOV STAMP � .�n; � �� ` �� . � _�� ° aa � . .W , , � �:a:� � � � EN � RAL I� �T � � 1 . GENERAL I . THE GONTRACTOR AND STRUCTURA� STEE� SUPPLIER SHALL ADD A�L NEGESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABII. IZER A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL PLATES , BRIDGING, BRACING, BEARING SEATS, CO�UMN SPLICES , PORTION OF THE WORK. CLOSURES FOR OPENINGS, ETC . AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATiONS. B . ARCHITECT' S APPR4VAL MUST BE SECURED F4R ALL SUBSTITUTIONS. J. FIELD WE�D ANY ELEMENT THAT CAN BE C�NSIDERED A TRIP HAZARD AS ' C . CHECK A�L DIMENSIdNS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURA� DEFINED BY OSNA. V Q DRAWINGS. pC K . THE GENERA� CONTRACI' OR ANQ STRUCTURAL STEEL SUPP� IER SHA�L "� � � 0. VERZFY OPENINGS THROUGH FLOaRS, RQ4FS AND WALLS WITH C04RdINATE ALL WaRK wITH THE STEEL JOIST AND JOIST GIRDER � � ARGHITECTURAL, MECHANICAL, CIVI � AND ELECTRICAL REQUIREMENTS. SUPPLIER. C1j � a M W C7 �+ .- �o 2. GOVERN I NG BU I LD I NG C4DE: I BC 2012 � 9. T I �iBER � Z = m � 3. � IVE �QADS USED IN DESIGN A . AL� TIMBER PRODUCTS SMALL BE IN ACCORDANCE WITH THE NATI4NAL � � � `c � FOREST PRODUCTS ASSOCIATION, NATIONA� DESIGN 5PECIFICATION, o . . . 100 PSF ( NOT REDUCED) LATEST ED I T I �N. � � � '� � s A. LOBBIES & STAIRS. . . . . . . . . . . . . . . . . . . � � aC V B. LIVING AREAS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE C!') � "°� c� � d � � CONTENT OF 19%. Q � a�. �s � �' •a[ 4. DISCOVERY AND FIELD VERIFICATION _ � V � 'E � � U C. FRAMING LUMBER. DOUG�AS FIR LRRCN IN THE FOI.LOWING GRADES: L� -- ct� m a, � A. QURING C4NSTRUCTION, THE CONTRACTdR MAY ENCOUNTER EkISTING 1 . ) GENERAL FRAMING : STANDARD AND BETTER OR STUD. _ �' '� ,� ,^� � �j CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH 2. STUDS: N0. 2 OR BETTER � o�G z '" � � w � PRQJECT DOCUMENTATION ( QISCOVERY) . SUCH CONDITIONS MAY INTERFERE 3. � FLOQR JOISTS AND ROOF RAFTERS: N0. 2 OR BETTER. '� "� � � �' � � w WITH NEW CONSTRUCTIQN OR REQUIRE PROTECTION ANDfOR SUPPORT OF 4. � BEAMS, STRINGERS, PQSTS AND TIMBERS: N0. 1 OR BETTER. � � EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR .- DETERIORATION TO STRUCTURAL MATERIALS OR COMPQNENTS WHICH CQULD D. BRIDGING. BRIDGE BETWEEN JQISTS OR RAFTERS WHERE NOMINAL DEPTH- o � � � t� JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING( S) . TO- THIGKNESS RATI4 EXCEEDS 5 WITH BEVE�-CUT DOUBLE- �ROSSED WOOD `» � Q ' BRACIN6, OR WITH SQL. ID BRIDGING 2 " TNICK BY DEPTN QF JOIST. END �C.r.... �"' -� � h B. THE CQNTRACTOR SHALL NOfiIFY THE ENGINEER OF ALL DISCQVERIES HE NAIL SOLID BRIDGING TO J4ISTS; NAIL 64TH ENDS OF CROSS -BRIQGING. cn � � � BELIEVES MAY INTERFERE WITH PROPEft EXECUTION OF THE WORK OR SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID B�OCKING r � � � .-. � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING( S) PRIOR ? 0 BETWEEN JOISTS AND RAFTERS AT SUPPORTS. L�i�ri > �,,,�j � Q PROCEEDING WITH WORK RELATED T4 SUCH DISCOVERIES. m � � E. STUD WALLS; C�� Q � C. THE STRUCTURAL DOCtJMENT5 MAY SPECIFY DIMENSIONS, ELEVATIONS AND 1 . ) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER �S CAL.LED F4R � 4 � CONSTRUCTION CO�IDITIONS TO SE FIELD VERIFiED. THE GENERAL Ohl THE DRAWINGS. V ' �,,, CONTRACTOR SNAL.L BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL 2. PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. �� > � c�v SPECIFIED CQNQITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTIQN OR 3. � SHIM FOR BEARING ON CONCRETE SUBSTRA7ES. GROUT WITH 1 : 3 � Q`' FABRICATION OF ANY STRUCTURAL CdMP4NENTS RELATED TO SUCH PORTLAND CEMENT -SAND 6ROUT FOR FULL BEARING. �� m x ,��'�, -! CONDITIONS. THIS FIELQ VERIFICATI4N SHALL BE MADE IN A TIMELY 4. ) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT '� � o� MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES T4GETHER. w • j ,d � 5. } PROV I �E STlJDS AT OPEN I NG JAMBS AS FOLLOWS: Qo � � t�? 5. STRUCTURA� STASI � ITY DURING CONSTRUCTION a . 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE � a' '"' _ � b . 3 STUDS AT OPEN I NGS BETWEEN 5' -0" AND 8' -0" WI DE �`j c�G A. THE STRi1CTURAL DRAWI NGS I LLUSTRAl'E THE COMPLETED STRUGTURE WI TH c . 4 STUDS M I N I MUM P.T OPEN I NGS GREATER THAN 8` -0" WI DE ,..� � � A�L ELEMENTS IN THEIR FINA� POSITIONS, PROPERLY SUPPORTED AND 6. ) BEAR OPENING HcADERS ON MULTIPLE JAMB STUDS AS FO�LOWS: � -- BRACED. a . 1 STUD AT OPENINGS LESS THAN $' -Q" WIDE (,� � � b . 2 STUQS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS 7 . ) REFER TQ DRAWINGS FOR SPECIA� STUD CONDITIONS AND METHQDS. F. A�L MULTIP�E MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING C. THE CONTRACTOft, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER LUMBER SHA�L BE CQNNECTED TOGE7NER TO FORM A SING�E, COMPOSITE SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUGTION TO UNIT USING NO LESS THAP1 TWO ROWS OF SIMPSON 5DW SCREWS AT 12" SEq�. ACHIEVE THE FINAL COMP�ETED STRUCTURE . 4. C. �,,.,.r-.�..�. . ��r�,r�'2s „�.�.s„�:z,?:tj~�,• r' f C � � � �s � l+' � *. 4'�`� 3"' � k t =t�"�" D. THE CONTRACTOR SHALL BE RESPONS I BLE FOR ALL S I TE SAFETY I SSUES AS G . C4MPLY WI TH M I N I MUM STANDARDS FOR FRAM I h1G C4NNECT I ONS AS SE7 }��,;,�° `�'��<s<,'��;��.� MANDATED BY FEDERAL , STATE ANC} �OCA� LAWS ANQ REGU�ATIONS. THE FORTH IN IBC TAB�E N4. 2304. 9. 1 AND AS DETAI �EQ. �`��'� � `� " "�y�� h,r��"t ° �f C M e f� vJ� 'r� k T�a�lr� �r � q, CQNTRACTOR SHALL EMPLQY A ? C4MPETENT PERSON? AS DEFINED IN OSHA �: i� <>, �i��°�' w� . � � . REGULAT i ONS TO I DENT I FY SAFETY i SSUES. THE CONTRACTOR SHALI. N. LAM I NATED VENEER LUMBER { LVL} AND PARALLEL STRANQ LUMBER ( PSL) : �; �'�� < A�', � �� :'-;�,�� ' � � EMPLOY A ? QUALIFIED PERSON? AS DEFINED IN OSHA REGULATI4NS TO 1 . ) LVL OR PSL PRODUCTS SHAL� BE P�ANT FABRICATEQ IN A < �, �, � z ;� � fss�'� �� Y SPECIFY THE RESOLUTION OF SAFETY ISSUES. CONTINUOUS PRESS WITH ALL GRAIN ORIENTEQ PARAL.�EL T4 THE t-',r',, ,, �� i'��° �`��:4'' � `��;:::°��,; °,-�� ,. �°` :�,�,, , �ENGTH OF THE MEMBER. ' �.� - w�.;^�F.,,, <, . . < �. ... E. THE CQNTRACTOR SHALL BE RESP4NSIBLE FOR iDENTIFYING AND 2. ) A�� LVL QR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITN ''ww,>�L�4;�:>��' . SPECIFYING ANY MODIFICATIQNS TO THE STRUCTURE REQUIRED FOR REFERENCE TO THE APPI. ICABLE CURRENT NATIONAL EVP,L.UATION y "�`'-��'�` COMPLIANCE WITH OSHp REGULATIONS AND 6ENERALLY ACCEPTED REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PRINCIPLES OF C4NSTRUCTION. THE CONTRACT4R SHALL PR4POSE A�L PREPARED BY ICBO. SUCH MODIFICATI4NS TO THE ARCNITECT AND STRUCTURAL ENGINEER FOR 3. j �Vl. MEMBERS SHALL HAVE THE FOLLOWING ALI.OWABLE STRESSES: REVIEW PRIOR TO CONSTRUCTION. a . FLEXURAL TENSION OR COMPRESSION. . , . . . . . . . 2600 PSI b . HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 285 PSI J 6. SUBMITTALS c . COMPRESSION PARALLEL TO GRAIN, . . . . . . . . . . . 2460 PSI - d . COMPRESSION PERPENDICU�AR T4 GRAIN. . . . . . . . 75Q PSI �� W A. FURNISH ONE SEPIA AND ONE PRINT dF SHOP AND ERECTION DRAWINGS 70 e . MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 1 , 800, 000 PSI � STRUCTURAL ENGINEER FOR REVIEW PRI4R TO FABRICATION. SUBMIT IN A 4. ) PS� MEMBERS SHALL NAVE THE FQ�I.OWING A�LOWABLE STRESSES: �/ TIMELY MANNER TO PERMIT lfl WQRKING DAYS FOR REVIEW BY STRUGTURAL a . F�,EXURAL TENSI �N OR COMPRESSI4N. . . . . . . . . . 2900 PSI �■�L■ EN6INEER. b . HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 290 PSI � � c . COMPRESSION PARALL.EL TO GRAIN. . . . . . . . . . . . 2900 PSI S. GENERAL AND SUB-CONTRACTaR NOTES: d . CQMPRESSION PERPENDICULAR TO GRAIN. . , . . . . . 750 PSI �e� �� l . ) THE GENERAL CQNTRACTOR SHA�L REVIEW ALL SUBMITTALS PRIOR TO e . MODU�US OF E�ASTICITY . . . . . . . . . . . . . . . 2, 000, 000 PSI SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCOR�ANCE WITH THE PROJECT SPECIFICATIONS. I . BUILT-UP �V� AND PSL MEMBERS; CONNECT MULTIP�E MEMBERS USING 2 � E.�.�I � 2. ) TNE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR ROWS OF SIMPS4N SDW SCREWS SPACED AT 12" Q. C. HOLES SHA�L BE �/ �,,,) SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER LOCATED 2" FROM THE TUP AND B4TTOM QF TNE MEMBERS. STAGGER R4WS /� i•i••■ ,� AND SUBMI7TED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE AND PROVIDE A MINIMUM OF 2 SCREWS AT EACH END �F MEMBERS. � RETURNED REJEGTED AND CONSIDERED AS NOT BEING IN GONFflRMANCE � � t�"tS WITH THE PR4JECT SPECIFICATIONS. J. LAMINATED MEMBER SIZES SHOWN ARE NET ; 07HER MEMBER SIZES ARE � �- NOMINAL. � 7. SPECIAL INSPECTIONS � K. SHEATHING: A. SPECIA� INSPECTORS SNALL BE EMP�OYED BY THE QWNER TO INSPECT THE l . ) CONFORM TO AMERICAN P�YWOOD ASSOCIATION ( APA) DESIGN W � (<� WORK �URING CONSTRUCTION AS DEFINED ANQ REQUIRED BY IBC CHAPTER SPECIFICATION, LATES7 EDITION. SHEATHING SHALL BE � t 17. SPECIAL INSPECTIONS SNALL BE MADE OF THE FOLLOWING CQNTINUOUS OVER THREE ADJA�ENT SPANS MINIMUM. ""'�' STRUCTURAL WORK: 2 . ) F�OOR SHEATHING: 3/4 " THICK TONGUE AND GR04VE APA RATED /� �`� 1 . ) 1704. 3 STEEL CONSTRUGTION SHEATHING 32/16, EXPOSURE 1 , NAI � TQ SUPP4RTS WITN 1Qd @ 6 � � 2. ) 1704. 6 WOOD CONSTRUCTION INCHES 0. C. AT A�L PANEL EDGES ANQ 1CId @ 10 INCHES (7. C. AT � INTERIQR 0� PANEL. GLUE FLOOR SHEATHING T4 SUPPORTS WITH 8. STRUCTURAL STEEL " TIFE-BqND" ( OR APPR4VED EQUIVA�ENT) . GONSTRUGTION AQHESIVE � SNAL.L MEET APA AFG-01 . A. STRUCTURA� STEEL• MINIMUM YIELQ STRENGTN 50 KSI FQR WIDE 3. } REFER TO DRAWiNGS FQR SPECIAL SHEATNING OR NAILING � F�ANGES; 35 KSI ( ASTM A53) FOR PIPES, 46 KSi FOR TUBES; 36 KSI REQUIREMENTS. ��a � A�� ELSE, UNLESS NOTED OTHERWISE. L . A�L TIMBER CONNECTQRS SHAL� BE " STRONG-7IE" CONNE�TORS AS �• o�� ENT � B. AL� A325 OR A490 BOI. TS USED IN COLUMN SPLICES, CONNECTIONS OF MANUFACTURED BY TNE SIMPSON STR{?NG-TIE CONNECTOR C�MPANY. FOLLOW 1 o�t�hot� pwv �EW � BEAMS AND GIRDERS TQ COLUMNS, AND WHERE NOTED QN THE DRAWINGS AS SUPPLIER' S INSTAL�ATION REGOMMENDATIONS. TYPE " SC" OR OTHER TYPE F4�LOWED BY " T" , SHALL BE TENSI4NED TO THE VALUES IN TABI.E 8. 1 OF RCSC ? SPECIFICA7IONS FOR STRUCTURA� M. LAG SCREWS: JOINTS USING HIGH STRENGTH BOLTS" , 2009. 4THER HIGH STRENGTH 1 . ) CONFORM TO ANSIjASME STANDARD 818. 2. 1 -2013. BOLTS MAY BE INSTALLEQ SNUG TIGHT AS DEFINED BY AISC. 2. ) CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTN OF PENETRATION AS THE LENGTH OF C. MINIMUM WE�DS; AISC SPECIFICATION, NOT �ESS THAN 3/16" FILLET , UNTHREADED SHANK. CONTINUOUS UNI.ESS OTHERWISE NOTED. 3. ) LEAD NO�E FOR 7HREADED PORTION SNA�� HAVE A DIAMETER EQUAL T� 70% OF DIAMETER 4F UNTHREADED SHANK . D. ALL GROQVE WELDS TO BE FULL PENETRATION UNLESS NOTED. 4. ) THREAQED PORTION OF �AG SCREW SMA�.L BE INSERTED INTO LEAD HOLE BY TURNING WITH A WRENCH, NOT 8Y DRIVING WITH A HAMMER . � ��` � E. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A. W. S. 5. ) USE SQAP OR OTHER LUBRICANT ON I�AG SCREW 4R IN LEAD NOLE TO �==' QUA� IFICATION TESTS. FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. '� F. SEE ARCHITECTURAI� DRAWINGS FOR NAI �ER HO�ES; ATTACHMENTS, ETC. � �� '~�.,°��,r �; ` � � �a�� ' G. STRUCTURAL STEEL SHALL BE DETA I �ED AND FABR i CATED I N ACGORDANCE ` �� , �� .� � � � � � � �� WI TH THE A I SC SPEC I F I CAT I ONS AND CODE 4F S1'ANDARD PRACT I CE AND �� . �,��; �� WITH OSHA REGULATIONS, LATEST EDITIONS. '� "�� s�.#� =� � � �� pa+pJEGTNo, URtGINDA'iE . H. ALL RIGGING FOR SA�ETY CABL�S, LIFTING DEVICES AND TEMPORARY �� ; .�, f � x '�� -� � Y �' � a. � �'.�4`° . � . � ��..,�.. 1441 � .Cl 07J31 /14 BRAC I NG SHA�L BE CONNECTED TO ANGLES, PL.ATES OR QTHER MEMBER5 ' �' � Dtt�WN BY GHK BY TRV BY DESIGNED AND DETAILED 8Y THE STRUCTURAL STEE� SUPPLIER AND SHALL ` �" �' .v..a,.� m � �� e. �..�� v � .aH x,�,A_ � �,,� �, � BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HO�ES IN ��;�� g� � J�F ,� R - STRUCTURAL MEMBERS FOR THE CONNECT I ON OF R I GG I NG CABLES, � I FT I NG �� "�4 � � "Ty� ��"� °' "��`�`°�` DEVICES AND TEMPORARY BRACING UN�ES5 SPECIFICA�LY DETAILEQ 4N THE g�� N,�, STRUCTURAL DRAtMINGS. CONTRACT4R SHAL� BE RE�PONSIBLE FQR THE � REMQVAL 4F ALL ADDED MEMBERS WNERE THEY INTERFERE WITH OTHER WORK � � � OR ARE EXPOSED TO VIEW. . � � � sc:ALE AS N{�TED r �� ., : �� .� � Tov srnMP . � 1 : / (E) 6" PRECAST WALL 2 1 /2° � >, � « PL3j8"x7»x1 '-4 3/4" W/ (4�5/8" x5" TITEN HD � � �, �,� 4�� SCREWS � /� � � � (Ej 6" PRECAST / • � PL1 j4"x6" W/ {2)3 f 4�� , �. WAL� ,> „ , „ PL3�8 x9 1 �2 x0 — 14 � � BOLTS WI (4) 5/$"e x5" " � " � � � TITEN ND SCREWS �.. �,�,,,, cy 0 T.O,PLY p' // N T.O.S. = T.O.PLY T.O.S. _ .� Z •- > c n � / � 62 -2 $ ^ ,Y., T.O. (E) 2x JOlSTS Q T.O. (E) 2x JOISTS � � � �' � ' o c� . PL1 4 x3 1 2x0 -6 � � Z � m � �S � (2) 3 j4"� BOLTS TO _ "' � � � ,� STEE� BEAM •� Z � „�n�, � �� » �. Z � ._ 1 2 � � � W8x STEEL BEAM W8x STEEL EFAM 3 16 ~ � � �_ `o � � � �' � = � 3 16 TEE F1.00R T CONC DOUBLE ---� � � � � � � �9.N .EL��iI14.N .�F.�IIS?� El��.Y9IlQi� ` U i� � � 4 � � � � `� '� � Z V (E) PRECAST CflNC WALL � � = d � °Q �?' � � t� � � �TI � 1 V (� LD � C7 E� �YI � EA�T (E) PRECAST CONC WALI � � Z � � � � �"j �� 3�4., � q ` -0" �2 3/q.>, - 1 ' -0 �� "Q. �C � .- cn � �L w , . , . , , . . . .., . . . ;r . � � Q � ° �'*� tD a u•, � ��tt . .: a . ' a '' a � � u � � '� .� C7 � � C M �' � p � �? 6�-0" \. � S2 g2 /�..... � �s b' r.n -� — `n a rn ^ � \� � � � l.4x4 � MC7x19. 1 � ° � � � � � � \ � ��I�I� � C t?'� T � � ° �d W$x „ SISTER 2x8 DF�2 TO (E) — � � „� �, — (E) 6 PRECAST CONC WALL � 2x8 FLOOR J41ST N CONN � �'' � V t i,� (2}'0"� H(LTI KWIK-BOLT 3 W� (2} ROWS SIMPSON E �� L �' � SDW22300 SCREWS C� 24° O.C. � EXP ANCHORS W/ 4 EMBED S2 /� INSTAL� TEMP SHORIN6 AS REQ'D a�i � 4 .l . � � � � N TYP EA END OF BEAM (E) SHEATHlNG TO RFAMIN g2 � DEMO (E} BRNG WALL L� m x ,� � 6" IF PQSSIBLE B W8x15 N RE: � S1 � � rn z � � L4x4x1 /4x 0'-5" LONG S2 C� FIE�D SPLICE p � Q p � s � � �, � � STEEL BFAM REMOVE (E) FLO�R SHEATHIN6 L4x4 CONN N RE: G/S2 S2 '�' a- �' _ � � _ AS REQ D TO WELD HANGER � •- T.O.S. - N BREAK {� JOIST � c�"'�t� � T.O. {E} 2x JOISTS n � � (E) PREGAST CONC SPAt�DREL � � � ° ABOVE n, '-� �7 1 " REfURN � BLOCKING C� 24" 4.C. MAX P' � �`� 1 4�� T4P & BOT FOR FINISH .- / � SISTERED 2x JOISTS W8x STEEL BEAM � � � /� 1 �2" RETURN /� � � � � j 3 16 TaP & BOT Wgx STEEL BEAM � COPE 5� � r MC7x W FLANGES TRIMMED / FLANGES AS REQ'a , � . !.� � C� EDGE/BEAM L� � �,£�s.s,�„�,s;� � ��'°� C��,`�C�'a � k �.: �>V+�„ ,�,�� ` � s r�' # � K �..s;j` � °1F sr�� e Y 6�'n .��, C STEE � CNAR� NEL C� PRECAST C (� NC WAL � D �VL BEAM C� STEEL BEAM �� i f �- � Y ��`' �� f: ,�;�� w�: �� +JL » — r » — '< 3�a� � —o �� j�„ � , _� ,� � � ` � � .�;� � � �. � � . f�� F� �...� w` " ° f+k� �i..� a �� y +.✓�"� � � f ( f / �; �` ��`; �. �, ��. �, ��5 ' y . � ��.y f^�1 no ��/' �� x� � ' � NEW W8x EDGE BF.AM � ,�. � jf�p ,v � (E) 6 PRECAST SPNDREL ``�t�..%;:��.`,a .. , « ,_.,��'. � Fy � p 'a/�4n ��Zw'Y�^Gf. " �V��i . .�' �� MAINTAIN FU�L BRNG C� SPANDREL ,�� /,,,/,� . LO FT! -o ,FRAM I �J G P I� N � � �i/� ii�ii� � / uu NEW MC7x CANT'L BEAM f//� ,/� SAW-CUT & REMOVE POftTION �T� F�OOR SNEATN(NG 1 8 /�� f� OF (E) PRECAST CONC WALL � (E) 6" PRECAST CONC WA�� ./� �� ,. (�) io�r wax EDC� ��a� � ;;;��'� ,!��//� /� /� �� u�.F. o � ��/ �f/��/, � Q . . /,/ _ // ,/// ��► ��► .i/%j . /%j'!/% �!J �`3 r�ew 2xs sisr�a�a ro {E ''� / � /�� U FLOOR JOIST N CONN W� SIMPSON WNP28-2 HANGER �� /,/�/// � �~ � � S D W S C R E W S P E R P L A N N EA JOIST j�� j�� ttS � � � > ,�ii � . ,� � �i�� . ,��'�r ��i�'��i��i,,�'�ff� i��i r��'�,� ��ii''ii� i,!� i� �� t'�. �/,%� i�!;i%!�i!;'i,%!± , �i!�i w . L�-1 �"��..� — . (��,J ""'�,."„� n � _ ��R.._.,\ �'_"''� s� E �F �QO R J Q I ST t� � c ' (E) 6 PRECAST WALLS ED E BEAM � aEMQ C� E PRECAST WALL � �� 3 jL}.ii ^ � s _Ori �� 3 f4 :: ^ � � _Qn � � [J SPLIGE LOCATION PER CONTRACTOR N 3'-0" MIN FROM POINT LQAC} � 1 4 1 4 � tSSUED FOR: Iyo. DATE COMMENT 2 os/�ho1a PuN R��w �� 1 /2" MAX GAP ``�„� � r 3-SIQES � 4 � 1 �� 3-SIQES � �' �'� � _ STRIIt:TTU RA� 3-51DES 1 4 � q � �" �� '" � � � � ��r,� �� 3—SIDES � �4}�� `�� ..- �� , �f�� : PLAN & [.� ETAILS _.— � �� .,� a — ° � a �.� � e � -� �'" ��";�� .;� � � ��,�.� � a• �' 3-SIDES 1 4 1 4 .� 3-SIDES � n '_ f "7 ,�„�6-� --.�:�`> �� °�� , �.. � �.�` �..�. y,� r . . W8x STEEL BEAM �"� PR0IEGT Na. �,� , �. . °�_'� ORICIN DAIE � � r �.,�� .� 7�i6"x3"xt '-6" COVER PL �"�� „ �� ..�, ,. �.__��.�� _� :� 14017 .tJ U7j31 /14 TOP & BOTTOM � . _� a DRA'VYN BY CHK BY TRV BY t/4"x6"x6" SHEAR PL AF R G �FILED SPLICE C�? STEEL BEAM SHEETNo. ��G 3 fg,� _ 1 ' -0 �, � scN.�: AS NC�TED 3 16 � ` / SECiI� Ei�EVA�iUN . . , . A S ECTI {�N q :_,� �� ,�.�. � �, . . �> > >� �-S �y � �- � ' ° ,/�`,.;� S2 �I�- = fi —o �, .,��..� '��. <��,�-. �� /� `�' '` `•: c� � o :m .- . c� � �2„ " :� 'i3673 � ; � . � -c' ` 9 `�,�1l�`I�� cx��.� � �' . o ` ,.��. �� 's��• .. , .. ...��, IQNAi- ' � ; � ; L4x4 � ; W8x � .__------- {E) 6" PRECAST CONC WA�L ✓/� �� Nl�T! KWiK-BOL�T 3 �'''�'�s�� . ��`4'a '�'c�.' '°."_„-�...�.,,�, /� / / / �°° ��HQR�S� W� 4„ ��E� '��` s e9�r` �A�s�'�t.,.. . /� � / 6 �4x4x1 /4x 0'-5' LQNG � . � STEEL BEAM REMOV AS RE� T.O.S. _ ,}, N 8RE . T.O. (E) 2x JdISTS � �,�» 2 ' tZ- - . s 1 '� RE['URN 1 4 �� T{7P & 60T � / / � � � � 1 /2" RETURfJ � SISTER . / 3 f 16 TflP & BOT � / / � ! / MC7x W/ Fl�NGES TRIMMED ,,.-�� EDGE BEAM Q �. c � � , STEEL � HA �JNEI� Q PRECA �T CC� �I � WAL � L S2 �j4>, � � ` —o" �2 �/� ��w wsX coc� e�a�a a�%� °°'�.... �// , „ � �� k �� ,� ��a�� ,F � � f � �� . �=�� _ �- � �� , �� ..�.m:�� _. ,; �� a � �r •F m+� Rr4 ' t�., � � . , _.�, � � . . . . ... . ... . . . . . . . . .. .... . . ._.. . . . . . . . .. .._.. .__ .. _... . . .... . . . . ... . _.. . . . . _. . . . _.. .. ... . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . ..... . . . . . . . . . _... .. . . . . . . . . . . . . . . . . . . . . .. .