Laserfiche WebLink
_ __ _ _ . . _ _ _ _ _ _ _ __ _ . _ _ _ _ _ __ _ _ <br /> I � IL'' � <br /> \ c � <br /> � , � � � <br /> � FOOTING, m <br /> SEE PLAN � Q a <br /> J � xm <br /> 'I ' P 1 1 2' A PIPE TRENCH . y,� � .. <br /> . . CLR T1P � � 2^ y �. w � u^ <br /> � CLR TYP 1�-6' 1 �"1 i'M z '�N . . <br /> i . MIN I NO PIPES TO BE � / ✓ �� O . � � . . <br /> � G PLACED WITHIN . . � � Z � <br /> � THIS HEIGHT _ � � <br /> . • 4� � � Z � °i . <br /> � a � <br /> . z O G <br /> � i I i TYPE I TYPE II - - - - - � , 1 � w <br /> r, l , I ' I ' 2 � a - - - - r � p � �_ry) o � 7 <br /> .. {� I�� � IYPE I TYPE II T\ � � ."� _ _�/ U o3 <br /> . REWF LAP 3/4" OPENING MINIMIUM BAR BAR SRE (C) BAR SIZE // <br /> _ 3�4• SIZE LENGTH (L) NO DIGGING FOR PIP E' 9" � � <br /> TRENCH PARALLEL TO PIPE SLEEVE: ID OF MIN � <br /> _ . �4 p•_q• _ _ — (p) . . . <br /> �� � �/5 3'-0" FOOTING BELOW THIS LINE SLEEVE SHALL BE 2" <br /> /�6 � 3'-6� � 0" - 12" 3' - 9' S ' - MATCH VERTICAL BAftS (MIN) LARGER THAN � . <br /> a p 13' - 18 4' - 9" 6 �' - 3 OR U+RGEST BAR IN <br /> 00 OF PIPE <br /> //7 4'-3' M � �g - 24 6 - 9 MATCH VERTICAL BARS 2' - 6 SLABS OR WALKWAYS <br /> � //8 4'-10' 25' - 36 7' - 9" OR LARGEST BAR IN z• _ 6 n o � � � <br /> �g 5•_3• 36•— 8 _ y SIABS OR WAIKWAYS 2. _ 6 � o � �� . <br /> �/10 6'-6• 1. SEE NOTES ON FOUNDATION PLAN FOR ADDITIONAL INFORMATION: y � <br /> NOTE: ¢ o <br /> � �11 8'-0" 2. PIPE & CONDUIT MUST RUN PERPENOICULAR THRU FOUNDATION WALL. � z � o <br />. - �• ALL BARS, EACH FACE. USE THESE BAR SIZES UNLESS OTHERWISE NOTED. w � 3 � � , <br /> �1 TYP. LAP SCHEDULE z TYP. CHAMFER DETAIL s TYP PENETRATION REINFORCING DETAIL a TYP FTG PIPE OR CONDUIT DETAIL o � o � < <br /> - - -, �.' TYP NOT TO SCALE NP NOT TO SCALE TYP NOT TO SCALE 7YP NOT TO SCALE o �• <br /> a <br /> a <br /> a <br /> LINTEI STIRRUPS, SEE � a <br /> � 1YPICAL WALL MASONRY LIMEL �SCHEDULE o <br /> REINFORCEMENT BOND BEAM (W/ 180' MIN HOOK) <br /> � SEE PLAN OR qT 70P OF <br /> , � SECTION WA�� NPICAL CMU LINTEL REINF r <br /> I � CORNER BAR CHAMFER �� SEE LINTEL SCHEDULE OR W <br /> DEfAIL. PROVIDE 2-�'5 MIN y i <br /> SEE LAP SEE lAP SEE LAP ALTERNATE SEE LAP SEE LAP 40 DIA OR ~ in <br /> . � SCHEDULE SCHEDULE SCHEDULE HOOKS SCHEDULE SCHEDULE p'-D� MIN, � � � � � <br /> I T7P VERTICAL BAR FULL HEIGHT � � <br /> �. ', MASONRY ^AP AT FACH CORNER AND W <br /> w <br /> ' OPENING EACH SIDE OF OPENING, d <br /> a � w a � az UNO PROVIDE 2-/�5 MIN <br /> ww Q � � 0 5s .�. .. <br /> x <br /> a j � � w o OPTIONAI a � w � o� HORIZONTAL BAR 61N30NR7 d <br /> PROVIDE WALL rn � OPENING � <br /> � � � �� ' '� w N � CHAMFER J w VERTICAL BAR N o� <br /> W N � po SRENIAS TYPICA �OWELS TO MATCH VERT � <br /> �� N CORNER BAR �yA�� REINF �� � <br /> REINFORCEMENT <br /> T.O. FfG OR.. . yqr4 0,� Nr�� . . <br /> ¢ STEM WALL cp� m �'� � � <br /> o (OPTIONAL) C _ — — — — — — — — — — — — — — — — — � . ~ , � ' z . <br /> i INTERSECTION CORNER CORNER IN7ERSECTION CORNER - - - - 'y� � � �, <br /> NOTES: V �'� 4,0y <br /> I I �� 'i w � 1. WHERE DIS�ANCE 'A� IS BEfWEEN 1'-4' ANO 2'-0', PROVIDE �A--. TIES AT 8' OC FULL HEIGHT OF TXE SMAILER �k' PRp4 ' <br /> � DOUBLE CURTAIN SINGLE CURTAIN OF THE 7W0 OPENINGS. <br /> i il � 2. DISTANCE 'A' SHpLL NOT BE LE55 TMPN i'-4". . <br /> , . 3. PRWIDE COMINUOUS BOND BEAM W�2-�5 MIN AT ALL LEDGERS, UNO . <br /> I <br /> a 4. SEE CMU WALL COMROI JOINT �EfAIL AND PIAN FOR LOCATION. <br /> II � M s TYP REINFORCING WALL INTERSECTION DETAIL s TYPICAL CMU WALL REINFORCEMENT PLACEMENT <br /> I'Ii ) II. I �. � TYP NOT TO SCALE 'ryP NOT TO SCAIE <br /> . .�' . . �..�.; � � <br /> N <br /> ' � � SIMPSON A35 TOP & BOT COM DOUBLE TOP � � � - <br /> �� � VERT REINF � <br /> � � O MULTIPLE KING STUDS �PLATES <br /> 0 2z STUD WALL HEADER PER PLAN <br /> z CBIS/KORFlL 'ICON" PER PLAN <br /> � N UNNERSAL INSERT - <br /> , ' NI INSULATION OR E�UAL HORIZ REWF H � <br /> . . N (SEE SPECIFICATIONS) (SEE PLAN) . � F z W J <br /> � <br /> � vri � 2•_0"a2�_6. I . . � V � � . . <br /> i VERT REINF ATTIC ACCESS � � F � i j w <br /> � i (SEE PLAN) OPENING 5/8" PLYWOOD I . , u� <br /> w . 1 1 4" ACCESS PANEI . � � fn3 C o <br /> c TYP J <br /> INTERIOR � � Y Q' � � <br /> i EXTERIOR � � � W � � � � <br /> � � SIMPSON PC CAP Q (yJ � O � . <br /> m FULLY I � ' '� � .f � J � 0 Z � . <br /> J <br /> MW (2) 2x JAMB POST J � � � � � W y s � N <br /> � <br /> � � � : JL :C <br /> � GftOUT CELLS � � <br /> n TYP, UNO I Typ UNLE55 NOTED �^ 0 a <br /> E � OTHERWISE ON PLAN l�\ � ° � � � °.! � O o � a . <br /> M CMU FACE SHELL CMU FACE 1"z1' PERIMEfER . � L� {�y �r- j_�/ '!;?[Tf Zo W � � <br /> SHELL BOARD SOLID POST OR ,_ � Q z tll <br /> z (3) 2x BUILT-UP W <br /> BOTfOM CHORD 'ryf:ftnil �eNiCE5 N � <br /> 2x4 FRAMING BEYOND POST AS SHOWN OR <br /> PREFAB. W00� <br /> . 'o ' TOENAIL 70 ROOF (4) 16d MIN TURNED 90', UNLESS .. <br /> w �INSULr1TED E� E� TRUSSES lYP ROOF TRUSS INTO HEADER NOTED OTHERWISE ON <br /> . MU WALL P�N <br /> � <br /> . . ', . � � WALL ONE CONT KING (2) KING STUDS REO�D �AT � <br /> �� - m SND MIN 6HAND WIDERAND OPENINGS . <br /> SHEEf: S-Z <br /> � TYPICAL 70" INSUTATED <br /> v.� � o�^ oF: 3 <br /> o � CMU WALL DETAIL e TYPICAL ATTIC ACCESS DETAIL e TYP HEADER DETAIL <br /> - � � TYP SCALE:1 1/2'=1'-0" lYP NOT TO SCALE NP NOT TO SCALE TWO INCHES AT FULL SCALE. JOB NO.: 16439 � � <br /> j � IF NOT, SCALE ACCORDINGLY DWG:S_STND � <br /> � <br />