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HomeMy WebLinkAboutVIOC CARMEL, IN - S4.11 0• FACE OF STOD & E�GE OF CONC. EXT. WALL SITYG FACE OF �ENEER - ALIGN w/FND. WALL - REF. ARCH ... ceour voms so�io @ ANCHORS (MIN. OF 9" DEEP) EXT. FIN. GRADE �mQ V��'m cJi ., � ` I . . � �II SEE NOTE III ac,m BELOW � �ao ���� �a�� ,�� cEOTExmE �o��• �� FABRIC � �RAMAGE SiONE/ °��°O &'��"'.. AGG. BACKFILL ,� ,q ` ee WAiER PROOFING � & INSULATION �� ---- °' e c° � 2x6 CONT. P.T. PLATE w/ 5/8"0 HILTI KWIK HUS-EZ � 4'-0' O.C. MAR. w/ EMBED INO CONC EXCEPT � SHEAR PANELS - REP. PLANS AND SCHE�ULE CONC. TOPPING REF. PLAN ; GROUT DA�A � CORES WI7HOUT REMF , PRE-CASi CONC. PLANKS REF PL. ; LEAVE OUT OR BREAN . I OUT TOP OF CORE �: � BAR LOCATIONS - - -��- _ � �_ DRILL THROOGH BOTTOM OF CORE FOR BAR PLACEMENT AS REOUIRE� GROOT DAM � CORES w/ REINF j�4x3�-0° BENi BAR � 2�-9° c�c MAX LOCAIED IN PRECAST CORE, DRILL & EPDXY fi" INTO CONCRETE wa�� w/ Ht�n wT-Hv zee SEE SECT 1�5-2 FOR WALL REINF i1TYP. ALT. WALL SECTION i S�A�E: 3i>° - ,�—o� FACE OF SND & EocE oF coNc. SEE SECT SLOPE � -3 - -x -- I(— x . . �� m >\ REF.1/5-4.1 FOR noo'�. iNFo. �-sEE z s-z FOR oN mE rNo. FROST/SLAB WALL E�GE DETAIL � � WALL BEYON� CONC. iOPPING REF. PLAN 4 � `. : SOLI� CORE � PRE-CAST CONC. � PLANKS REF PL. x - �- x x x , 'OO � 6ri" -- SEE SET 3/5-4.1 ��������— SEE SECT 1/S-2 FOR WALL REINF / B" � 2A � Ikt� �2 � FACE OF SID� & EDGE OF CONC. FACE OF VENEER - ALICN w/FND. WALL - REF. ARCH ... TOOLED EDGE \ 36� 10° j{4�s � 18" O.C. �4�s EXiEN� 7-0° BEYOND , OPNGS. � 12" O.C. — SAW JOINT w/CAULK SLOPE �'� `�.. --c � - -'---�-x- x- x-- �r-- x � � M4's �WLS. � 18' O.C. - - -. REF. 1/5-4.1 FOR AD�'L. INFO. ON 7HE FND. WALL ' � SEE 2�5-2 FOR FROSi SLAB EocE oEtnt� NOiE: PROVIDE NON-FROST SUSCEPTIBLE BACKFILL DOWN TO fROST DEP1H UNDER EX1. FLOOR SLABS � DOORWAYS AN� ENiRANCES ALL SLAB/BUILDING JOINTS WALL BEYON� CONC. TOPPING REE PLAN GROUT DAM PRE-CAST CONC. PLANKS REF PL. � ,� � SEE SECT 1/5-4.1 - -- SEE SECT 1/5-2 � FOR WALL REINF REE ARCH. ' 1/4'. 3-12 SHT. A-9 GRIND SMOOTH �.. � _ , ��p^0 x 5" HEADE� SIDDS � 4'-0" �" PL (SEE NOIE BELOW) -. �.< � � c/c, ALIERNATE w/ EPO%Y ANCNORS / �� . .� CONT N4 BAR GRIND SMOOTH � �.... �, �s.3.Yi' �w coNr. w/Yi n�icK � ,.�. snvr a�nhs � 7-ie" o.c. (� En. ' ' WEL� PLAiE) I i � 1/2"0 ANCHOR � 4'-0" c/c DRILL & 1}'y°x1y° SiL i EPDXY 3" Mi0 PRECASi w/ HILiI TUBE AS REQ�D. i HIT-HY 200, ALTERNAIE w/ HEA�E� FOR iHE PIi SIDD CONC. TOPPING BULL SAFETY NEi --� �� ` i�� �` .. WNTINUOUS \/7'0 ANCHOR � 7-0" c/c DRILL & � x- �� GROUiE� CORE EPO%Y 4" INTO PRECAST w/ HILTI ����..�� HIi-HY 200, �� WUNiERSINK iHE �� � - 17' PRE-CASi ANCHORS•. �^ p�, (SEE NOTE BELOW) �+ -� �`.� �� CONC. PLANK z�zx'fe" sT�. nNc�c FOR (sEE No�) 7HE TROLLY RAILS -- GENERAL NOIE: ALL SiEEL SHALL BE GALVANIZE� PRIOR i0 tNstn��nttoN nNo PntNho. GALVANIZE� S1EEL SHALL COMPLY WIiH ASiM A123, A143 AN� A153. �TYP. ALT. SIDE SECTION @ DOOR � S�A�E: 3i<•• _ , •—o. �iYP i0P & BOiiOM 2-24 CONC. TOPPING TaP oF S7EEL FWSH w/ TOP OF CONC CONT 1'-4kz" 10 GA -- SHEET METAL AROUND OPNGS GENERAL NOiE: ALL STEEL SHALL BE GALVANIZE� PRIOR TO �Nsrn��nnoN nNo an�NTEo. GALVANIZE� SiEEL SHALL COMPLY Wlhl AS7M A123, A143 AN� A153. - .. CONTINUOUS - " GROUIED CORE �'.... .-. 12° PRE-CAST CONG PLANK csEE NOTE� CONi PL 1�4°x8" w� 1�2"0 ANCHORS � a'-0' �/�, oec�� & ePoxr a" INTO PRECAST TOP & BOTTOM w/ HILTI HIT-HV 200 RELEASED FOR CONSTRl1CTI0N ��T. EDGE DETAL C� OPNGS � SCALE: 3/4" = 1'-0" Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel Jj¢a�� �Vo,�n�pAJ � � DATE: OZ�� 3�ZO sx��is- �. : ia/is"xi i/z' 00 k' S' k' 8 BRACKET DTL. ��MBH STRUQURAL ENGWEERWG 1166 Dublin Road Suite 200 Columbus, OH 43215-1038 614-481-9800 wwwsmbhinc.com project#: 319-002.018 �[- NOIE: PLAiES SHALL BE CONTINUOUS AND WELDED Ai ALL JOINTS AN� FLOOR OPNG. coaNERs w/y FtuET wf�os. (cR�No suooTH �F aEo'o.) �ALT. EDGE DETAIL @ PIT OPNCS. J scn�e: a/a" = r-a" EXT. WALL SITYG EXT. FIN GRA < i - REF.1/5-4.1 FOR noo'�. iNro. oN ME rNo. wn�� CONC WALL SEE 7�5-4 FOR E�GE OF PRECAS7 & OPNGS 10 GA x 4" TALL CLOSURE PLATE � FACE OF OPNGS sEE �/s-a.i roa EocE OF PRECAST & OPNGS ALTERNATE DETAILS ON THIS SHEET MAY BE USED WHEN EMBEDS IN PRECAST P�ANK CANNOT BE PROCURED. CONTRACTOR TO OBTAIN OWNER APPROVAL TO USE THESE DETAI�S AND NOTIFY ENGINEER & ARCHITECT PRIOR TO SHOP DRAWING SUBMISSION. � 2x6 COM. P.T PLAIE w/ 5/8"0 HILII KWIK HOS-EZ � 4'-0" O.C. MAX. w/ 5" EMBED INTO WNC E%CEPT � SHEAR PANELS - REE PLANS AN� SCHE�ULE ; CONC. iOPPING REF. PLAN � . CONTINUOUS SOLID CORE .,�450L � PRE-CAST CONC. � �T r PLANKS REF PL. J�`OOC� (2) 1/7'0 ANCHORS � EA L8x6; �g�/Z DRILL & EPDXY 4 1/Y INTO _ GROUIE� SOLID CORE w/ HILiI ' HIT-HY 200 '- LBx6x7/1fi LLH x 0'-8" LONG � 48' O.C. ANCHORE� TO 7HE FND. WALL w/ (2) 5/8"0 HILTI HVA ANCHORS THRU 1 1/2" LG. SLOTTE� HOLES IN THE ANGLE-REF. BRACKET DTL. ABOVE ���������- SEE SECi 1�5-2 FOR WALL REINF �TYP. ALT. SDE SECTION � SCALE: 3/4° = 1�-0" / Z 0 �� � 1 -0" � � 1'-10' (3) µ5x6�-6 @ MID-�EPiH or s�ne .r10 GA x 4" TALL CLOSORE PLAIE � FACE OF OPNGS -- SEE 7/5-4.1 FOR EDGE � oF PRECAST & oPNGs e (3) k5k4'-0" +STD HK � MID-0EPTH OF SUB I� 3° �IA OPNG —eoce oF P/c PIANK BELOW I I� � OP SUBID-DEPTHTD NOIE: CONIINUE 4° PRECAST TOPPING SLAB AROl1N� OPENINGS WHERE 7HERE IS NO P/C PLANN BELOW. PROVIOE FOR�AS AS RE�l1IRE�. �PLAN DETAIL @ OPNGS V SCALE: 3/4' = 1'-0" ewx ox ani �.r �.reee�zoe+ers 0 E � w ww N � F K � W Z W � a O E N M O W � � z z - = Ll.� U J a' � Q U ��ggaa o � (n O z � LL� Q Z (� J = � U J � ; z N M � � No. i onwsso STArE oF VAI Otll A9 s��a ora,M cneaea oe'e 08.09.19 ALTERNATE FLOOR FRAMING S-4.1