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, 8,-2��" 2,-9„ Carol O'BRIEN <br /> ARCHITECTURE, PLLC <br /> � — — — — — — — — —�I — — TEL:(612)247-3639 <br /> �� <br /> � � carol@cobrienarch.com <br /> � I OPTION TO INSTALLING <br /> I NEW POST&Fl"G. IS TO <br /> 2 p � VERIFY EXISTING CORNER <br /> AZO1 � � I POST FTG.SIZE. NOTIFY <br /> ARCHITECT& <br /> � � I STRUCTURAL ENGINEER. <br /> � � I_, <br /> NOTE: T � I EXISTING PORCH FRAMING ABOVE <br /> SEAL CUT EDGES ' <br /> OF MEMBERS. � EXISTING 6X6 I I' <br /> � I POST TO REMAIN I I � <br /> GUARDRAILS&POSTS � EXISTING � Ij <br /> TO BE CAPABLE OF � � 3 X12 1/2 @ TO REMAIN I ; <br /> SUPPORTING 200 LBS T I, O � � <br /> LOAD IN ANY DIRECTION � � EXISTING A T T A C H B E A M S — �.J � m <br /> 6�� 9�_8��2° � 2X12 @ 16"O.C. I I', TOGETHER W/ •� • O �^ <br /> REMOVED 2-ROWS 1/2"DIA. "� � � <br /> 6„ �,�6„ 2,-2���� � ' THRU-BOLTS @ � X Z <br /> �, 16"O.C. �..� � � <br /> 12"DIA X 48"CONC. � I '; EXISTING 6X6 � Q N O <br /> PIERS W/ C O N T I N U O U S � �' P O S T S &F T G S. <br /> 1 -#4 VERT. REBAR. 3-2 X 12 TRT. � � — — — — — — — — TO REMAIN •L" � r' _ <br /> — — — — — — — — — — — — — — v — � <br /> �- � v � O <br /> i <br /> � � ��� � M O <br /> 1 1/2"X 16 ga GALV. � I <br /> STRAPPING NAILED � „ CONT. BEAM � I Q <br /> TO TOP OF BEAMS, � � HGR.JOISTS � "` � �; <br /> JOISTS&LEDGERS W/ AS REQ'D. <br /> 10 d X 3"COMMONS. ` TRIPLE COAT <br /> � I U � \LUS210 SIMPSON ( L EXISTING 6X6 <br /> N i O SHADED AREA r�HGR.STRINGER POSTS AND <br /> X � INDICATES EXIST' � \ �; � FTGS.TO REMAIN. <br /> DECK TO BE y✓ �� ADD USP PBES66 CAPS <br /> c� • � 12 DIA X 48"CONC. <br /> Q w II U� REMOVED` I �? '� ��^ PIERS W/1 -#4 VERT. AT LOOSE POSTS <br /> c� I II aC T_ II ��/ � „ AND SHIM TIGHT. <br /> o � • f�_w �� ,�{_ � � REBAR AND 16 DIA. <br /> � � � W x ' � n � BOTTOM BELL. <br /> r J N �I � <br /> THESE DOCJMf�!5/.2E iNSi.PU��,FN:S JF S:Pv:CE <br /> � ~ � / � I� II II � ~ REMOVE EXIST.STAIR FRAMING, ��S�U��Q:���E�F�PL�.�F��� <br /> \ N O'631EN ARC:nFC JRE.Pt:C.:iS:UP PUBLUt;ON <br /> a °C � � EXISTING 6X6 POSTS AND FTGS <br /> 2 X 12 BLOCKING V � R�ue�Swa�..sN,�Pa��«F�:.m::�„o��Rz:F.: <br /> / { w¢:H:TKTURE,?LLC. <br /> � x POSTS TO REMAIN. DO NOT DETERMINE DIMENSIONS BY <br /> SCREWED � I � N SGALING OFF THES:DRAWINGS. <br /> � � �� � � N 12"DIA X 48"CONC. <br /> � I� 4�_ 2X�8 ,� '� CONTINUOUS PIERSW/ r�E�o..w���S.zEAc;AF.;���E�Ft,:�.a-,�� <br /> 6"X 6"POSTS � UP ,�„��,�,��oE�raPe���,�:o�E�s���a: <br /> . �� i� �� 1 -#4VERT. REBAR �F��i�Ex���W�=QE��Nz�sFR: <br /> TO MATCH EXIST. I ' sPE�F�U��7���rEo.��•�:�Y��G_�,�:E <br /> PODITIpN4t DI/nEN5tW5,PiEnSE CONtnl.T i„E <br /> iOPtfR. <br /> �_ _�.— — — — — — 6 X 6 PAINTED Project Number: <br /> •�-�- •�-�•— — � —�-�'� - POSTSW/4-1/4"X8" '', isoox <br /> � COATED TIMBER TOE- <br /> DROPPED PAINTED BEAM SCREWS AT TOP. ', Project Architect: <br /> 2'CANTILEVER o COUNTERSINK&PLUG ', cnao�o'BRIEN <br /> AS REQ D.SIMP.CPS6 <br /> PROVIDE SOLID � BASE W/3/4"X 18" Drawn By: <br /> ' 6" 7'-6" 7'-6" 6" GALV.THRD. ROD. DRILL co <br /> 2 X 12 BLOCKING N <br /> SCREWED BELOW 6" 15'-0" 6" WOO,D&8g NTO ONC. Date of Issue: <br /> POST LOCATIONS. W/"SET"EPDXY. Struct. Review <br /> TYPICAL FOR LONG 16'-0" 7'-3" +-4'-0" 4.25.15,4.28.15 <br /> RAIL POST SCREWS. <br /> 22"DIA. BOT. BELL +- EXISTING � EXISTING 5.9.15 <br /> THIS PIER ONLY VERIFY • VERIFY ' <br /> 1 I <br /> A201 <br /> 1 Deck Framin Plan <br /> SCALE: 1/4" = 1'-0" <br /> 0 2' 4' s' Sheet A101 <br /> No. <br /> .,. :s v�r <br />