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Home My WebLink AboutTW Audi - 7_03-PERMIT.pdf� u a 0 ti 0 � rv � 3 � m 0 n rv 0 ti V i Z v V a � Q a 0 3 H rv 0 °v i 3 a z END OF JOISTS. WHERE OPPOSITE, JOISTS DO NOT ALI6N, EXTEND ENDS OF JOISTS I" MIN. PAST G/L OF SUPPORTIN6 BEAM. y T/SLAB Z BR6.PL SGHEDULE MORTAR BM. POGKET SOLID - AFTER MSTALLATION OF STL. BM. SEE 5/"7.03 FOR ADD'L. MFO. GM.U. W/ HORIZ. � JOINT REME AT I6" O.G. VERT. 6ROUT G.ML. SOLID , AT ALL EXP. ANGHOR LOGATIONS. SEE PLAN NOTES FOI VERT.REWF. I/4 MAX. I S��ION N T5. STL BM. �PER S.J.I. 5EE FRAMIN6 PLAN Forz FLOOR coNSr. STL. 1ra. T/STL WORK POINT (NLPJ FOR SLOPIN6 BM. AT INSIDE FAGE OF G.M.U. 3/16 G/L GOL. 3/8" THIGK STIFE PI GTR'D_ OVER GOL EA. SIDE OF WEB (4) 3/4" DIA. BOLTS STL GOL SEE � FRAMIN6 PLAN W51DE FAGE OF STUD =- FAGE OF GONT. BENT PL. VERT. SLIDW6 GONN. � AT EA. SND GONT. 5/I6'k3x� BENT PL (LLH) STL BM., GOPE BOL FL6. � AND REME W/ 3/8 x I6" LON6 SLOTTED PL WIDTH OF PL 3/Ib 312 TO EQ. BM. FL6. WIDTH. S��iION 6 3/4.. _ � _p SEE PLAN 5/8 10" (MAX) EQ. EQ. GONL L4x4xl/4 W/ 3/4" DIA. EXP. ANGHORS AT 48" O.G AND 6" FROM ENDS AND SPLIGK. SEE FRAMIN6 PLAN FOR FLOOR GONST. T/SLAB i X—X--tr-X � � � KEGD B 6R HORIZ. JOIST BRID61N6 PE2 5.J.1. L4x4xl/4 W/ (2) V2" DIA. EXP. ANGHORS, NP. AT EA_ JOIST BRID6ING LME TYP. ��I�IV I I 3/4• = I�_�• G/L H55 SEE PL FAGE OF H55 I", M END OF BM. TM55 5EE PLAN VSTL - SEE PLAN SEE PLAN FOR � H55 SIZE. EXTEND END OF H55 A MIN. OF b" PAST UL BM. SEE 3!"1.03 FOR ADD'L INFO. I� ��I U N O. ON PLAN ��ou � N.TS. G/L SPLIGE MIN. 3/8" PL. EA. SIDE SUPPORTED BEAM o�o o��o 0 0 0 0 GOL DETAIL 51M. AT END OF BEAM NOTE DKIGN SPLIGE GONN. FOR FULL UWFORM LOAD GAPAQTY OF SUPPORTED BEAM. G/L STL BM. NV I/4" WELDED GLIP PL'S AT JOIST BRID61N6 LWES. AT SEGT. 8B �• 5/e � b SEE FRAMIN6 PLAN FOR FLOOR GONST. � GONT. L3x3xl/4, MITER GUT AND WELD AT GORNERS. T/SLAB TYP. i T/STL. ) �SEE PLAN 8005162-43 � II II � HORIZ. JOIST BRIDGM6 AT I6" O.G. ��`�� PER 5.J.1. LATERAL BRAGIN6 PER MFR'S. REGOMMENDATIONS � ��iION I/�IxIH PL W/ C3) V2' DIA x 5" LON6 WELDED HEADED STUDS GENTERED BETWEEN J015T5. � T/SLAB 1 SEE PLAN X—X � k��H—X � X. x�—X—X X� G/L GOL. 6" i VSTL. �SEE PLAN 3/H" THIGK STIFE PL � Q2'D. OVE2 GOL EA. SIDE OF WEB (4) 3/4" DIA. BOLTS STL GOL SEE FRAMIN6 PLAN 3 ��ION H I�G/L STL BM. END OF JOIST I NP. AT 3/Ib �4 JOIST PER S.J.I. `SEE FRAMING PLAN / FOR FLOOR GONST. i SrL.JOisr� � �� S��iION ► �PER S.J.I. SEE FRAMING PLAN FOR FLOOR GONST. , r� � � `STL. JOIST. 5EE PLAN GONT. 8" DP. BOND BEAM FOR JOIST SEAT W/ (2J tt4 GONT. DEPTN, NP. GMll. W/ HORIZ. JOINT REMF. AT I6" O.G. VERT_ SEE PLAN NOTES FOR 6"BRG.FROM VERT.REMF. EAGH SIDE ��4��I�1 V I � 3/4.. _ ��_0�� G/L GOL 6ROUT G.M.U. SOLID A- MIN. OF 8" ALL AROUND EXP.ANGHORS. 3/Ib TYP� GM.U. IW HORIZ. JOINT - REMF. AT Ib" O.G VERT. 3/I6 T� � Fnce oF wa�� UL H55 W/ GONL � V2" MAX. L3x3xl/4 ��END OF H55 L6x6x5/I6 x 12" LON6 W/ (2) OUTSIDE FAGE OF STUD =� 3/4" DIA. EXP. ANGHORS TOP OUTSIDE FAGE OF H55 = AND BOTTOM OF HSS.LOGATE pAGE OF GONT. AN6LE OUTSIDE END OF AN6LE FWSH TO OVTSIDE FAGE OF H55. gp05162-43 AT I6" OG_, ttP. LOGATE ANGHORS 2" FROM EA. END OF ANGLE. GONT_ HOOTI25-43 W/ (2) I/4" � T/HSS DIA GONG_ SGREWS W/ I�/4" � 5EE PLAN EMBED. AT I6" O.G. T/SLAB SEE PLAN VERT. REINF. IN 6ROUT-FILLED L4x4xl/4 z 6" ��5_ SEE PLAN NOTES FOR VERT. LON6 QIP REME SIZE AND SPA_ 3/16 AN6LE EA. SIDE OF BM. ��I �IV I� 3/4�� = I�_0.. y VSLAB ? T/PL. _ ' � DEGK BR6. GONT V2zb PL NV I/2" DIA. x 5" LON6 WELDED HEADED SNDS AT 48" O.G_ AND 6" FROM ENDS AND SPLIGES. GM.U. W/ HORIZ. JOINT REME AT Ib" QG VERT. �,�� i �� TYP. ANGLE TO H55 GONT. 800TI25-43 W/ (2) 0.145" DIA. P.AF.'S AT 16" O.G. p, ��I�N I �i 3/4• _ ��_�• ��4��I�IV I 3 3�4 = ,.-0. 5EE ��NTE� SGHED. V.N.0 ON PLAN. i SEE ARGH. � DWGS. GONT. S/I6 X BOT. PL, ST( FROM EA.JAMB. LOOSE AN6LE LINTEL .� 5EE ��NTE� SGHED. V.N. ON PLAN. i SEE ARGH � DW65. GONT. 5/Ib .. , � BOT. PL, STOP PL I/4" FROM EA.JAMB. LOOSE AN6LE LINTEL .� G/L LINTEL� � SEE LINTEL SGHED.UNO. ON PLAN. 3/I6 4-12 SEE ARGH. DWG� �oNT 5,�6 x �.T _ „�, BOT. PL, STOP PL I/4" FROM EA.JAMB. WIDE FLANGE LINTEL 8" AND 12" G.M.U. � ��ION UL STL 6M. W/ I/4" - WELDED GLIP PL'S AT JOIST BRID61N6 LWES. 5/H � 12 _ SEE F2AMM6 PLAN FOR FLOOR GONST. y VSTL ✓'—^�^—^— - �SEE PLAN GONL L3x3xl/4, MITER GUT AND WELD AT Typ. GORNERS. (AT SEGT. 9A PROVIDE GONL 5/16" BENT PL W/ 3" VERT LEG. EXTEND HORIZ LEG OF BENT PL. TO UL BM) HORIZ. JOIST BRID61N6 PER 5.J.1 O�� iloN OUTSIDE FAGE � OF STUD = SEE FRAMIN6 PLAN OUTSIDE FAGE FOR FLOOR GONST. OF H55 H005162-43 � AT I6" QG., TYP. �T/H55 15EE PLAN GONT. 8" DP. BOND BEAM W/ (2) �4 CONT. GONT.PARTIAL HEI6HT 50LIDLY- GROUTED GOURSE G/L OF SLOPIN6 — GOL AT TOP OF STL. �INSIDE FAGE i'�51�. OF STUD �SEE PLAN T/STL. SEE PL�N 3/Ib 3-9 MITRE GUT END OF BM.TO MATGH WITH WELD SLOPE OF GOL. 5/8 10 WASHERS -� (4) 3/4" DIA.� � SEE PLAN BOLTS POR H55 � l• GONT. 800TI25-43 � W/ (2) 0.145" �IA. PAp.'S AT Ib" QG., TYP. ��4�I�1 V I� 3/4• = P_p�� PLAN INSIDE FAGE OF STUD � SEE PLAN I FOR H55 SIZE. G/L OF SKEWED BM. FRAME END OF SKEWED BEAM TO WEB OF SUPPORTIN6 BM EE W/ STD. AISG SHEAR TAB GONN. BR6. PL. IF A BR6. PL. IS NOT SPEGIRGALLY T/STL. INDIGATED ON THE DW65. PROVIDE I/4" DO NOT SETTING PL FOR FULL WELD AT LEN6TH OF BR6.AND LINTELS 3/I6 FULL WIDTH OF BEAM FLAN6E PWS I". AT 12" G.M.U. PROVIDE � Il2x8x12 PL. W/ (2) I!2" DIA. z S' LON6 WELDED HEADED SNDS AT EA. JOIST (AT H" G.M.0. PROVIDE I/2x6x12 PL W/ (2) I/2" DIA. x 5"LON6 WELDED HEADED 5TUD5 AT EA. JOIST) � VSLSAB � SEE PLAN GONT. 12" DP. BOND � 6EAM W/ (J� �4 GONT. G.MU. W/ HORIZ. JOINT� REMR AT 16" O.G. VERT. 6ROUT JOIST POGKETS SOLID AROUND J015T SEATS. SEE PLAN NOTES FOR- VERT.REWF. 50LIDLY GROUT ALL MASONRY GORES WITHIN (DASHED) BEA21N6 LIMITS BELOW BEAM / LINTEL, NP. � S��iION SEE ��iION � � 3/4�� = I.-0�. G/L H55 MEMBER� EXTEND END OF MEMBER MIN. 3" PAST G/L GOL. � BOL/H55 � 15EE PLAN � SEE I �PER 5 J I. SEE FRAMIN6 PLAN FOR FLOOR GONST. STL JOIST� SEE PLAN FOR SEAT DEPTH G/L GOL. 9x4x5/Ib BENT PL. (LLH) x 5" LONG GENTERED ON WIDTH OF GOL. ��4�I�IV �� 3/4�� _ I�-0�. END OF JOIST ( " NP. AT PAGE OF GM.U_ = BR6. 3/Ib �4� JOIST ED6E OF SLAB GONL L4x3xl/4 PER 511. (LLH)_ SPLIGE AT� J015T LOGATIONS, SEE FRAMIN6 PLAN � FOR FLOOR GONST. NGI 46R y I/bIL = I/h'L. � � SEE PLAN GONT. PARTIAL HT.� FAGE SHELL GONT. 12" DP. BOND � BEAM W/ (2) tt4 GONT. G.M U. W/ HORIZ. JOINT - RHNE AT Ib" QG. VERT. 620UT JOIST POGKETS SOLID AROUND J015T SEATS. SEE PLAN NOTES FOR- VERT.REMF. ��I�IV �� 3/4• _ ��_�• ��I�IV �� 3/4�� = I�_Q�. sr�.�oisr. J SEE PLAN FOR SEAT DEPTH I/2xbxl2 PL IW (2) I/2" DIA. x 5" LON6 WELDED HEADED SNDS AT EA. JOIST �l-I/2" MIN. �raicn� uN�ess NOTED OTHERWISE �(2) I/2" DIA. x 5" LON6 WELDED HEADED STUDS (TYP) lrra.) � �� . �� r � _ / � J O � � O Zo � � � O Z� � � � Seal J �C..L� C � U � �..�..� wQ °C z � Q 2 � �'^z WT V/ � w � T'^ W � 19700462 STATE OF �ND I A�P • Drawings 0 Prellminary 0 Bid Set � PermitSet 05I22I2014 0 Conshuction Revisions � � � � � � � � � � {� Projec[NUmbe� � $_a � A13-079 �SHIRK&O'DONOVAN �aS snee�rnie WNSULTMG ENGMEERS, MC. rj 370 EAST WILSON BRIDGE ROAD � p� FRAMING DETAILS WORTHINGTON,OH1043085 � 6 TFL(614)4�664fi5 �� m m. ti��rz � o cawm ra�e.. w r�s. w_ �� SheetNUmber `° � L .�re�'�e.�i:�m � � � _ � ��:a�;µ��.� ,w,�� .o �� 7.03 �