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TO P OF S LAB TY 0 10 G ) � 7 G L" G I LTING AND STRUCTURA O CONSU J � I ER INCE 1919 , „ HOOK AT `SLA B ENGINE 5 S � 2 -6 TYP. . � RE NOTE. _ EDGE WHE OPENINGS; C ROUND n kancisco G 94103 ( - 1200 Foisom 5 Sa � (� tree� , � `Y I:4 541-9477 Fa�c 415 543-5071 Te 1 ( ) OCCURS c �, INFORCI NG RE UIRED FOR `NO RE Q E OCCURS ` � i ) WHER o . o „ w ESS : THAN 6 SEE PLAN OPENINGS L BLOCKOUT w � o »> Y z _ , F IELD PLUG WELD _: NOTE. STY ROFOAM 'CUT :.� w 12 M AX. � g c� , � ) T BEFORE CO NC: POUR „ „ PENING CU � 0 3 � � METAL DECK NOT SH OWN DE CK AFTER 'CONC. � . � ��12 NOTE. 4 m � � o REACHED IlY FI LL HAS w FO R C LAR ' 0. 7083 ' WITH OR >WITHO UT C ONCRETE FILL N.M. JOB N z. ) 0 DGE FORM g wz � NO REINFORCING RE UIRED FOR 4 �, CONT. E Q � cn cn ¢ DESIGN STREN GTH „ I GS LESS THAN 6 Q CHEDULE OPEN N c� SEE S _ - - - - - TAL DECK — G IN ME � OPENIN J ' ABOVE _ ADDED RE INFORCING IN � , � r 1 ; , POUR _ T AFTER .CONC. _ Mo-,o OPENING CU �� _ 10 � ` � ' I � MD 09 ' 0 � AT COLUMN S LAB w ,, : . .,,, ADD 3C�?16 SI M �� �� � � . � m . , „ � � „ � . � . i . i � i � i � R I . 0 E L 3 , ► * Q , o � ... i TO DET. B WHE RE : _ . . � � . . . 8 OTE . . N _ i _ . . r i � _ . . i o _ o. . � _ . . � N I S i _�.. . z WW F IS `REPLACED . � S ARE ALL GAGE _ ,� � . � � _o � . i MIN . , . . r � : � , . . � .� t� , � , i / � v I : » i ?.'� , � HED , . � w FIBER MES . IMUM CONTRACTOR MIN . � � .�° . _ . . � „ Q � .t � METAL DECK ` 2: 0 .�`" . . , r � 12 GA. R CONT. _ . .� . , � � �p � � ` . � . . � . CONC RETE. 277 � HE 0 CHE C K T �,.r � T � „ � .� , � . . 1 � � f 7� � OPP. DIR ECTION , / . . �F� . , � � . _ TO EDGE o . WELDED THK. GUSSET PROVIDE � _ � � . , � � MAX. : 4 _ � _ DG E � ��.,. , u. . . UACY 0F E _ ADE .,- � „ . .,� . . Q � M t �._ �.. > » - i � Q , . F . s . _ � . . 3`� M , � _�a . � � . . _ T : � s .. a ,� � 1 � A DECK i ND F NGE � 48 , � �.� TOP FLA i a R AT , � � TYP: # ) . ..�...d.�� E `B EAM �' WP. EDG i � � . t —� � FORM. . � ,, w � .h 0 . 3 , �, N : �, � AL . I � Q I I � H 1 � � 1 ♦ 3C�12 GLE LLV � . LEDGER AN 3 METAL ' � � m � � W � ������ A <1 TYP. P LAN WHEN .� C ) SEE �s 14 GA. CONT. , ,, _ MIN. � - . 14 GA. CONT. DECK C 1 0 MAX. SEE ` PLAN U. O.N. Q , o BENT SH IM TYP. c� A _ A EDGER NGLE � BE SHIM TYP. L x NT � z , w U SEE PLAN Q - LEDGER' ANGLE LL z , , „ � ) � . . a. , _ _ , � - _ ,_ LLV SEE PLAN , A _ , - z MET L DECK EE 'PLAN 4 0 � , , S C ) , , U:O.N. - o � : , / . \ , , _ _ ELD � � � FIELD P UG W CK . L . METAL DE U:O.N :GA. BENT EDGE o GE ANGLE OPP. ON , » 12 LED R o DIRECTI ,, T.O:S. EL. _ � a cn . , �, „ - AX. - 1 6 M z ' , - - 3 IDE „ , 14 ``GA:x 1 W , SEE PLAN ' co � GONT. WELDED T0 ' LV SEE PLAN a Q ��12 „ R � � � � ) _ 3�12 WP. 4 SEE PLAN _ - _--_ : , 36 � - ---- STRAP � „ . . : BEAM _ ` ' O:N. � U. , ) w , 3 METAL MAX: Q � 0 . �- .. 24C NT �, T.O.S. EL. z SHIM T0 FLANGE ` � ' � F- - T.O.S.- EL. 4 DECK _ , _ _ � _ , , WORK LINE , N c�' 1 : SEE PLA EA CH SI DE � T.O.S. EL. _ SEE PLAN _ DG _ T0 E E BEAM _ z , oNT. M ETAL D EC K PARALLEL _ 12 GA. C � - - w � 2 12 IYP. 1 4 ' �� ' f EDGE FORM I I 1 . SEE PLAN SHIM TO PROVI DE : THK. w � _ , „ 4 ,� 1 ;, _ : GE TYP. FLAN 8 �- _ C�? 4 2 0 P. C� cuss� R � 2 12 . . N , � / : 4 » NOTE . - ,, „ < 3 GUSSET TYP. WHEN TF TYP. � o , ' 3 3 � ; AX. , M . L „ C O NTRACTO R S HAL I ` .1 � 3C�12 � , Rs �s �s i / � TYP. TH E 'AD E UACY , 2 � ORK LINE ' MIN. :CHECK Q 3 3C�12 � W � , DGE `FORM ` 16 0 0F E _ BEAM � B EAM B EAM : 0 E DGE - BEAM B EAM 'SEE PLA N ,w ,. , 16 `GA. BENT SEE PLAN ' SEE PLAN SEE PLAN . _ _: BEAM � SEE PLAN � METAL DECK _ BEAM : ,� ED GE R CONT. � - � , � _ G E `T.O.S G E T.O.S :LEDGER AN L N LEDGER AN L SEE PlA SEE PLAN T.O.S AX. LEDG ER ANGLE m 1 6 M ANGLE T.O.S � SEE PLAN � ) LEDGER D � C „ B B „ � A „_ TER BELOW � R ER BELOW 6 OR GREA OR LESS BELOW 6 0 GREAT z ABOVE ' BEA M T.O:S. 6 � , „ `B EA M T.O:S. , � M .T.O` . SEE PLAN 4 -0 BEAM T.O.S. BEA .S _ EDGE BEAM :ENDJCULAR TO AL DECK PERP o M ET z FIELD P� UG WELD , » 3 ,� ,� - , <c 2 0 MAX. » ' . � , ) �C�?12 S. � „ NOTE ` � 4 : 3�12 ` ,2 � Q - LS L DECK AND CONCRET E FILL NOT SHOW N ON THESE z R00 F ED GE 0F DE CK: LEDGER ANGLE D ETAI , . META D _ CONT. C 2' 4 � � , # _ AILS. _ _ _ MD 01 D ET 14 MD 08 9 � � �o _ 12 GA. CONT. D ETAI L w : GE FORM ' ii _ ED e� w' WP. . � » ,� ,, N OTE. � x GA. Z CLIPS �- ONT. 3 14 1 4 GA. C _ A: CONT. �--. :14 G DGE FORM C 0 NTRACTO R :S HALL » ,, ELDED 'TO E ` 4 MAX. ' W 2 � BEN T i SHIM TYP. ` BEN T SHIM :TYP. UACY 24 MAX. ' , CHECK THE ADE „ Q z ': TCH DECK;GAGE' NT TE TO MA M CONT. BE PLA `BEA GE BEAM C� 24 „ AND ED „ ' 1 . ' ` o MEfAL DECK OF ED GE FORM 1 ....�.:�N ��... . . 4 MIN. 4 MIN. c� � � � GE 2 , `TOP FLAN : METAL DECK 2 , 8 SMS (�6 O.C. E.S. OPP. DIRECTION ,, � , , ,: � • , � , ,, „ z , , ` /'�/ z _ - ` OPP. DIRECTION :Z CLIP - . OPENING OPENING w _ OPENING EDGE BEAM EDGE OF , _ . EDGE <OF � ,: , � EDGE 0F .� � T0 :� SHIM .� ; ,N Z w — WP. „ � � N O , „ SEE PLA SLAB , : SLAB . _ �_ SLAB DIM. , _ � . , DIM _ _ TYP. "DIM. : FLANGE 3 L _ _ � M ETA ; :3 MEfAL ' _ , _ ►� _ � , 2 12 � T � , ,, '"� � , 4 2 -0 ; MAX. ` DECK , C ) , DECK' , � � , , , _ � � , ORM z , , _ EDGE F , _ ` C , , U D WALL : ! _ ST _ ALL , : STUDW _ _ WALL, STU D , � : n i �� u , � ` SHIM TO FLANGE ii u; � ' , . S.A:D. ' S.A.D. �i Q .A.D. ii S O �� � � w EACH SIDE �� ��' ' � � --=-- ----=- ---- ----- ------ ---- .-♦ - - - . � ii _ ii , - - --- --- ii -i 1 ---- --- — I - _ -- — -------- 11 II , . � _ � 2 12 , W � _/ 0 SEE ' PLAN ii TYP. ii ` � _ 4 i i i II II I P .P. ' . Q _ ' _ : � 3 �—� . » 'II . II < 11 I I II I I > » _ V � / � i�'' �� — s o J F3 Il X. 2 7 MA i _ � ) — Q ,, _ . ii i ` , � 2 � � 1 4 CONT. � 3C�? �- � _ . � , , w ; # : i ii _ , - . �I » . » - ; � 3 3 .� N � , Q WORK LINE WORK 11NE Z � STUDS I �� � -STUDS _ � � ' � � 4 4 , � . . ..�:�r.. c . . . . . . �'�.�i . . . . . . . .. . `..�� � � . � �� �� .. . . . ��.:. . . . ���� .G �� . . . . . .. . .. � �� . . . . . � . . . . . . . _ . . . . �.. �:�-s�.. . . . . . . TYP. U.O.N. ' TYP. U.O.N. S LA B ii S LAB u SLAB ii ii � z . II I I I I I �, 12 GA. CONT i : ii 0 . �� �� � � NOTE. �� : � � _ EDGE FORM ` PLAN �� r �� N P LA � � � �� �I � ATION -+- . WHEN LOW CORRUG , i ii ii � ii `' » ii . i+ ii 1 , , II ` I UR OVER BEAM i i DOES NOT OCC i 0 -D0 UBLE ROW : SI NGLE R �W BEAM t, . 1 � � � � � i ii 2 II I ; I I z ll I M I I ADD CONT. R.; R TO BEA + Q � ii SEE' PLA N BEAM ii i BEAM i L DECK GA. SEE PLAN :BEAM ii ii , u `ii ii : MATCH META i � ii ii ii i ) � » c� 1 — ::— . i �i ii ii 6x6x C�? 10 0 u ii i L NOTES. � B EAM z ' ` 2 — ` ,� ,� :MAX. ALIGN w BEA M P LAN „ � SEE „ � � �, OTES : METAL DECK FOR ADDITIONAL 1 1 . SEE GENERAL N 1 Q EDGE BEAM � 1 FLA NGE 2 FLA NGE ` 2 FLA NGE : 2 : � � . � , � 2 AT OPPOSITE SIDE . z � _ SHEAR CONNE CTOR INFORMATION. ` 2 o SEE PLAN � - , ,, WIDTH WIDTH WIDTH ,. J EN . J 4 A B 2 -7 MAX. 2. SEE M ETAL DECK SCHED ULE FOR STUD L GTHS TYP. � Q � ) . , 1 D r _ � , . ' 4 ; { P OPENINGS C SHIM DETAILS SLAB EDGE D ETA I L S H EA R CON N ECTO R D ETAI L S LA B EDGE AT TYP ICAL ROOF ME TAL D E K 1 R 1 _ MD-11 ;; _ 1 � MD 04 8 28 » � �� `, I V MD 05 1 1 2 =1 -0 � � W ELD ED STUDS ) 4 � 3 O O- � F . PREAD DECK: AS R E D. � S Q � : ;, FOR STUDS WHERE BEAMS A A :ARE PARALLEL T 0 DECK. I � N0 TE. . ( � - - - - - = � � , „ „ LAP 'WWF AT � _ �` . : 3 6 0 �12 � � ` 3 CONT. WIRED ADD x ¢ � � B MIDSPAN OF DECK � � m B . . 24x AND DEEPER TO STUD S ;TYP. AT W � � � I TYPI A w � � SLAB C L � � . U , � � 2 4 _, PORT W.W.F. BEAMS # � � TO SUP 2 � 1 c.� _ CONT. _ _ O OR REINF. : O o �- o ) _ TIP -T0 TIP � � � LAP � � � � M � ' , WIRE 1=MESH OF � „ I SSUED FOR . 2-2 ENDS SEE PLAN AND PLUS ) P LAN �� � � �� �� � �� ,� SCHEDULE �� �� ,� �� �� �� �� PROGRESS CD SET �� 04 07 O6 ; MINI MUM SECTION SHEAR CONN. � � , , P MIT SET IS 05 12 06 S UMMARY ER » , PROPERT E AL M ETAL STU DS TYPE TYPIC � � ,� „ 2 2 SEC TION � ) REMARKS MIN. ECK 3 2 M ETAL D ED STUDS ER a WELD CK FILL REINF : LENGTH A� 4 DE GAGE ` ) < . . _ � 3 , 4 3 3 2 _ SEE PLAN A ND I in + S�n S�n AS RE D. WELD Q C RESUBMITTAL ' 5 22 07 PLAN CHE K ' IN. BEA RING SCHEDULE 0 � � , _ _ OF DECK GA LVANIZED G60 � VER C0 N 24 RO , » . � ) N PICAL REINF. A - OVIDE SIDE S EAM WELD C�12 ` � _ PR SCHE 2 � - - SEE DULE 0.731 0.776 - EDGE BEAM BEAM 1 .223 — _ ND SUPPORT 1 � 4 SPOT S PUDDLE WELD AT E A A 1 B , B 18 GAGE � ) SEE PLAN SEE PLAN NOTE: � ) , � , , OWN OR NOTED i U N LESS OTHERWISE SH , , - LVANIZED G60 ' VERC 0 N 24 ROOF DECK GA - � , » � ) TYPICAL W.W .F. TO BE 6 6 _W 2.OxW2.0 I N FLAT 1 _ � l B � » C�12 ET 1 BELOW T OP OF SLAB: 0 _ _ _ , PR OVIDE SIDE SEAM WELD SHEETS S J 5 0.949 � 3.1 2. D SUPPORT _ E WELD AT EN _ 4 SPOTS PUDDL , � ) n 16 >GAGE � � , ) ORCED WITH '16 GA PLATE PUDDLE WELD �6 SLAB EDGE WW F LAYE R I N G SE UENC E 16 ' GA P LATE REINF SEE �( _ DETAILS` 12 MD-07 N � _ � T ECK PA RALLEL T0 BEAMS ME AL D D ETAI L � _ ED ' G60 � GALVANIZ 0 0.377 0 .411 0.417 � - - VERCO HS B 36 ROOF DECK � � ) � 16 GAGE : • , „ „ � ) � ADD 3x6 -0 �12 # • 4x AND DEEPER AT W2 � � ' , POSITE: DECK , VERC 0 W3 COM . . _. , . N � rr » D � �, BEAMS _ „ � � � 3x6 0 C�?12 _ 1 ADD � � � A WT. CONC. FILL � ON 3C�?1 6 E.W. W NORM L ECK SECTI 4 P ROVIDE D � 0.767 . 03 0 .767 � � 1 .2 # 2 . 3 CONT. WIRED _ N � .-. - T CANTI LEVER a � A . PHOSP HATIZED PAINTED � , � / ) GA. PAN TO C � OR 16 18 GAGE . � ) m � � . 1 COVER TO STUDS TYP. � _)J � � � W ' FOR M FOR CONCREfE c� 2 4 � 2 4 � SUPPORT W.W.F. # # � � TO c.� _ ` 1 CONT. .. CONT. OR REINF. L4x4x o ) o � / � � � � �--- , 4 _ � � , � � �' , . BENT 14 GA SEE PLAN AND �� , ,, R CONT. - - - - - - - = - - - - - - - - - - - �� ,, ` - SCHEDULE �� �� „ 3 ,, �� �` E DGE OF DECK : SHEET TITLE 1 � , , 2�12 1 �, � AX. 4 . _ M _ AI LS , SEE TYPICAL DET 2- , „ „ � 3 2 MIN. METAL DECK WELDED STUDS 2 , , MIN. � SEE PLAN , AND' AS RE D. I N. BEARING Q TYPICAL M ETAL DECK SCHEDULE ------ = -=__=_ =_==— DETAILS TYPICAL REINF. EDGE BEAM` SEE SCHEDULE BEAM SEE PLAN o�E�T o 2028 SEE :PLAN i i PR EDGE BEAM i ° p , , , , i _ i SEE PLAN i� I DATE L4 ii i AS NOTES , SCALE ANTI LEVER CO LUMN i i C N , » S EE PLA . NOTES. - MAX. - SE E SLAB EDGE 2 0 1. SE E GENERAL 'NOTE S FOR ADDI TIONAL INFORMATION. � _ SHEET DETAIL S 2. PR OVIDE` MANUFAC TURER S STA NDARD VENTING SHORING A S RE UIRED. M ETAL DECK PERPENDICULA R T0 - B EAM S 3. PROVIDE Q � P LAN P 0 AT M ETAL D EC K SCH EDULE I DIAGRAMS DECK SUP RT . TYP I CAL M ETAL D EC K S LAB R E INFORC NG _ : MD-03 ° MD 6 6 21 MD-02 11 0 � � E XTERIOR COLUMN .�-� C 5 30 2007 ' A ` ERS ` 005 / / N SULTING AND STRUCTUR L ENGINE 2 IS MENNINGER CON O HKIAN �