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Home My WebLink About28 S101.pdfW = 31psf ��•��•�\ 5G,�4LE: NONE r-�rn i i-� i r-�r-i r_ _ i � �J�O� �cDDI TIO��cI... fit00� 1...O�D fi�l...�l�l SG,�LE: I/8" = I'-O" ,L NOTE: I. DRI FT LO,°cDS TO BE f4DDED TO LO,�DS I NDI GhTED ON SHEET S203. T�USS '�'c' ��0� I L� � r � � ■ � � � 2x6 WOOD STUDS @ 16" O.G. (TYP. @ EXTERIOR W/4LL FR,�4MING U.N.O.) PROVIDE i/2" �� 2 S202 T/2x4 FRf�MING T/2x4 FRf�MING + I 2'-3" + I 2'- I O'i -4" 5'-3 I/2" � VERIFY LOGftTION OF WINDOW ---�---i W/�4RGti. "� � R�7J"tX�"tX 1 / �"t � / EXTERI OR GR,�DE � �- ` ' T/BM + 13'- I I I/8" 2 �� HSS4x4x I/4" N � STUD WALL IS NOT GLAD, PLYWOOD U.N.O. m pQp�� p�,K�N6 @ 4'-d' O.G. T/JST +13'-I I i/8" „ S202 2 T/BM +14'-6" � O S202 SEE S202 FOR g� g 2x 12 OR I 2 ATTAGHMENT DET,�ILS. � WOOD I-JOIST S202 T/JST +14'-6" �. q/2" O.S.B. M,hY BE � @ 24" O.G. --- (2)2x12 + SUBSTI TUTED FOR s � � r 2xI ,.101 STS PLYWOOD) �'y m dD S202 � @ GOLUMN � � m � in HSS4x4x I /4" � S202 N r + T/BM + I 3'-7 I/2" HSS4x4x i/4" � T/BM + 13'- I O I/4" � 2xC @ I C " O.G. � � I- LB 5 I/8x24 LB 5 I/8x24 - - -------- --------- -- --------------- hLT. 5 1/8�c12" T/TRUSS +22'-10 I/4�� _ �--------- - W/ 24�SEAT @ LII� 4 � � T/I-�OIST = T/B��4M � � W l Ox33 HSS8x8x I/4" i i?OOF TOP UNITS � i � � PER MEGH�NIG�L � ; tX � DWGS. _'Y' O � m N � U � Q- O� i � O NOTGH SOTTOM � j p' � i � -� �(1 m - OF BEhM 2" � O�- N `'�' N N N 'n� ; X p N TO I4" TOTP�L � h z + cn � v O� P r 4 R,� 4 L L,'� M I� � � � �c(1 i � — — - a0 �r r, � � DEPTH @ m � tx + tY � �� m� � �i �i iv f= i; ap � � � EXTERI OR v� u�. O � c�n c�v �+� � � cn r �� p X�� tQ �00� ��MI1�� i��l� SG,h1..E: I/8" = I'-O" NOTES: I. LB DENOTES L�4MIN�4TED BE�4MS OF WIDTHxD�PTH INDIG�TED ON PL�N. DESIGN IS BASED UPON SOUTHERN PINE GRADED 24F-V5. 2. SEE ,hRGHITEGTiJR,�4L DR,hWINGS FOi? ,hDDITION,�4L DETrhILS ,�4ND DIMENSIONS. 3. �4�L NON L0,�4D BE�hRiNG DOOR E WINDOW HE�°tDERS SHALL SE i4 MINIMUM OF (2) 2x6. REFER TO l4RGH. FOR LOGl4TIONS E SIZES OF OPENINGS. 4. PROVIDE SIMPSON H-6 STR,�4PS TO TIE SUPPORT B��cMS TO GOLUMNS (TYP.) 5. DESIGN rhLL ROOF MEMBERS FOR h NET UPLIFT OF 12 PSF. • � ; m � i �a��ory � � �3 �J v- 4 I ~ � N ~��, �\ � ~ tQ � � S202 � m � S202 � � 5 M - ROOF H,°cTGH 5EE i S202 �4RGH. FOR EXRGT ` WIOx33 i SIZE �4ND LOG icTION ------------------------- LB 5 I/8x24 �--------------------- ALT. LB 5 I/8x12" _ _ 24" SE�T @ Llt� 4 LB 5 I/8x24 T/TRUSS +22'-2 1/4" g�� T/I-JOIST = T/B�P�M � � HSS4x4x I /4" HSS4x4x i/4" S202 DOl18LE UP JOI STS � T/BM + I 3'-7 I/2" T/BM + I 3'- I O I/4" UNDER MEGH,'4NIGAL �` ?ac 12 OR °� UNITS. M,'4X. 500LBS m @ GOLUMN WOOD I-_ in PEi? UNIT - WOOD TRUSS NOTES I. L�cTER�cL BRt4Gl NG OF TRUSS MEMBERS SHf"cLL S� �cS SPEU FI ED SY THE TRUSS Mf4NUF�4GTURER f4ND SHf4LL BE SHOWN ON SUSMITTED SHOi' DRPcWINGS. 2. A�L WOOD TRUSSES SHALL BE HAND�ED, EREGTED, l4ND TEMi'OR�4RI�Y SRAGED DURING GONSTi?UGTION ,�S PEi? REGOMMEND�4TIONS OF TRUSS PL,�4TE INSTITUTE, ING. TPI. 3. TRUSS SUPPL.IER TO SUBM►T TO hRGHITEGT Pi?IOR TO FhBRIG,4TION TRUSS SHOP DRr�WINGS GERTIFIED BY ,hN ENGINEER REGISTERED IN THE ST,�4TE IN WHIGH THE SUILDING IS TO BE EREGTED. 4. ALL �4LL TRUSS DESIGN SHf�cLL BE BY THE TRUSS M,ANUFftGTURER. �cLL TRUSS DETf�cILS E �OT� LhYOU'fS ,'4RE FOR INFORMhTIONhL PURPOSES ONLY f M,�Y GH,'4NGE ,'4FTER TRUSS M,'4NUFhGTURER GOMPLETES TRUSS D�SIGN. GOLUIMN �OOTING SGHEDUI.� MllRK �TING SIZE �TING REINFORGEM�IT WxLxD FI 3'-O"x3'-O"x2'-6" 3-#3 E.W. BOT. F2 3'-6"x3'-6"xl'-O" 4-#4 E.W. BOT. F3 4'-6"x4'-6'k2'-O" 4-#4 E.W. BOT. W�� OOTING SG��Dl1l� M,ARK FOOTING SIZE �TING REINFORG�VT WxD WFI 2'-O"x2'-6" 2-#4 GONT. BOT. D � � � �o��r��Tia� ��.�� S6/��: I/VII = Ii�011 NOTES: i. FINISH FLOOR ELEV,�4TION = O'-O". 2. TOP OF INTERIOR POOTING ELEV�4TION =-O'-8" U.N.O. 3. TOP OF EXTERIOR FOOTING E1.EY,+4TION =-O'-8" U.N.O. 4. SEE ARGH. FOR LOGATION hND DIMENSIONS OF OPENINGS. 5. HD INDIG�4TES HOLDDOWN SEE 3/F201. N tV � \ \ - - �o � �I � fV � m c�v O Tn Fx2.� HSS4x4x I /4" � T/BM + 14'-6 3/4" t- � tiSS4x4x I /4" T/BM +14'-4" �,,cl �pISTS LB 5 I/8x24 @ GO�UMN � T/TRUSS +22'-10 1/4" 5'-O" T/I-JOI ST = T/BE�M W6x25 � T/STL.. +22'-5" S202 W6x I 6 s/� + 10� 2" 3 3/4" � � 688 @ 24" O.G. � � �� i `�� H ��Z�a3 �0 �� 2x10 BRIDGING � -�i--� X� �O POR 3 SP,'4GES + �� 3 ~ + 3 @ GOLUMNS > LB 5 1/8x24 T/TRUSS +22'-2 � I /4" T/I-JOIST = T/BE�4M HSS4x4x I /4" HSS4x4x I /4" T/BM + 14'-4" T/BM + 14'-8 3/4" (2)2x12 -- T � - ' + @ 24' O.G. � HSS4x4x i/4" v- -� m � j HSS4x4x I/4" N T/BM + I 3'- I I I/8" � S202 � T/JST +13'- I I i/8" .. 5'-0 F3 r � I I L--� u 36'- I I i /2" 32'-3 r--� in _ � � I I T P1'G. F3 - I'-9" - - SEE GIVIL DWGS. FOR GURT DETf�cILS @ ISL�cNDS. 32'-3 5/8" � � m � � � i4�_�� 3'-10 I/4" � 2)(3 �\� 2 S202 , 16'-O" I'-8" 90'-5 3/8" t jt � 2 T/BM + 14'-6" 5202 T/JST + 14' � 6" "s (2)2x12 � 2x4 @ 16" O.G. T/2x4 FR,°�MING T/2x4 FRAMING , +i2'-3" +i2'-io„ 2 3/4" 2 3/4"- 2�'-9° 18'-7 3/4" 8'-7 3/4" 0 � � m T 6x� S202 + 10� 2" W6xZ5 T/STL. +22'-2" y 4'-5 7/8" 2�cI �OISTS @ GO�UMN I O S202 � - `�- i + � � h VERIFY L.OG,�4TION OF WINDOW W/ � r4RGH. 6" 5'-4" 5'-� I/2" �\� 2 S202 16'-O" 10'- I I" I" .9 6 � 2x6 WOOD STUDS � @ 16" O.G. (TYP. @ EXTEi?IOR WAcLL FRPcMING U.N.O.) PROVIDE I/2" EXTERIOR GRrhDE PLYWOOD U.N.O. SEE S202 POR r4TT,AtGHMENT DET�41 LS. ci�a" o.s.s. MAY BE �STITUTED FOR 3 5 PLYWOOD) S S201 5201 I.{,D. WFI H.D. T/FTG. — — — — — — — — — — — — — — — — — — WFI -2'-O" �--- ------- ----� �--- WFI_ ___ �,�,��.,�,�,�� _ _ _ _ _ _ , , H.D. �• � � � � � � � � � � • — H.D. c0 ( � �� , � � 5 ��, ��.�� c�� FI FI N �„ , ,,,,,,,, , ( � S2oi ii iiiiii, i, �I' S20) ' �'i ii' i i i ii;'i;;' -� �� u- �� , � � � 3) � � � � � � � �;'�;;%;' I'-6" THIGKENED SLhB FOR _ "" "' '" '' ' Vr�ULT SUPPORT. SEE DETr'41 L I I,� ,, „ ,, ,, „ „ I I 3 tn �U � � , � � , � � � � � � � �, 5/S20I FOR �THER I NFO. �,, ,,,,,,,, �- ,,, , ,,,,,,, �� - �� ;;;;;'!;;;';'%;;% I I �- � �,, ,, ,,,, ��, �, F2 I I I %; ;' , ; ;'�%;'�''� FI _�, '' ',� � r--� ttD.� I H.D. ' : � � �'� � �'� , ? — , ,,,, ��. �, �, 1 I � Z � ,,,, ��,�,�F�� I _ I ° I I ° I L 2 � r�1 � L-- F2 �----� 1 Ir 201 � FI T/�TG. O 2 3/4" (��_0�� S � � � � O -��- i -2 -o -i -- J ��-`F�� TYPI G�'cL GONTROL JOI NT SEE DETf�cIL SHEET S201 3 3�4�� (( 8" FTG. STEP ( ( ST P T/FTG.= - I'-4" ( ( 8" FTG. STEP ' ' �� (� ' 2 �) I 4 THIGK GONGRETE SL,�B ON GR�4DE �(� S201 � ' 1, 3) � i?EINFORGED WITH 6x6 - W1.4xW1.4 W.W.F. (; (3 _� ' � ON 10 MIL Vf4POR B�hRt?IER OVER �t � i � en I MINIMUM 6" OP GOMPhGTED GR,'�NUL.,"�R FIL.L. F� � � � 52�� , , � L � ' � TYPIGPcL INTERIOR � ' � GOLUMN I SOL�4TION .101 NT 3 3/4" � SEE DET,°�IL SHEET S201 I � I F2 F2 2 3/4" '''-O" � Lr F� �----1 1_ __I ( � � o � ( o ( I �— �- I I 4 I I ��— —i I H.D. �- ---� S201 -- H.D.I I � � FI I I � ' � � � S201 �� -� 3) ' 13 in � � I I � � I I FI FI � ��+.D.---- —j I—�----- —"=°� i �------- --- WFI �--- ------- ----� ('- WFI � H.D. ------ WFI -- --- H.D. � 3 ap � ' s2oi , s2oi s�oi N � � 2 3/4" 2 3/4" ' . 4'-O" I6'-O" 27'-9" � 16'-O" 3'-10 I/4" i i'-8" 4'-4" 18'-7 3/4" 8'-7 3/4" I O'- I I" I" - - - . . 90'-5 3/8" 2 3 4 4. 5 .5 .� 6 The building design of The National Bank of Indianapolis is a registered trademark and copyright. All Rights Reserved. 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