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HomeMy WebLinkAboutB12-0408 REV1 PLANS � �� - , � - r � r� - � � � i � r..\ �4����� �R�.. N `;�4' �'�� y�l �. fy'��s���(�j � �"0 6.��.g� r 9'-6" 9'-6" 3�_1��� 3,_�„ ��� ��`��"m� �, ��d ° ct� � k ::y���..�. �...::��="..` q�� T �•�y�yio��' a 3 �\ y y..•t'.. O �g� :.. � ���� T w 8"STRUCTURAL SLAB W/#5's ���°�y� ., �� �n�;%� � = ti _„!_,a� �1� m�?� L7: A �, O w � @ 12"EA. WAY "�������daces.�.� `«,�.�,�� o cr, cn � ¢ 88'-6 1/2 :..�:;,:.. ;''`�;:: 'n TO SLAB '•:::�`,� �:� r / � INDICATES NEW 12"f� CONC. � � O � PIER ON NEW 3'-0�6 BELLED '-0" 3'-0" 1'-0" INDICATES NEW 12"Q1 CONC. PIER FTG. (BIGFOOT BF36) "nj PIER ON NEW 2'-4 Q1 BELLED d' CO � M 5-� � PIER FTG. (BIGFOOT BF28) N � � � STEEL GAURDRAIL PER ARCH. X � NOT SHOWN / / g2 � O O O (N) 8x8 TRTD. NEWEL POST � Z CA � �� � �o/ - - �o/ - - �o/ � O = (2)-3/4�d x 1-0 LAGS INTO ��� ��� � STRINGER � �„ Q a LL - A N � - S2 (1)-1"!�x 1'-6 ALL-THREAD � 54� cv EPDXIED IN CONC. SLAB � � o AND NEWEL POST W/ 2x8 TRTD. BRG. f}'W/ o N SIMPSON SET-XP OR EC�UIV. �, (2)-16d DRIVE-PINS PER PLAN � � C � .� oa'a . _ �.. �� ' � � , � ° � . � � : TO {N) SLAB oo� II O '� . ' � . • e Q, d. ' •d °: ��a � " INDICATES NEW 12"fd CONC. '- PIER ON NEW 2'-4 0 BELLED � PIER FTG. (BIGFOOT BF28, 0� � � SEE 3/S2) o � _ 1'-0 14�� r� � � U' (2)-#5 DWLS.x � — — — — — — — — — — — — — — — — Z (---- ------ ....... ....... ....... ....... ......�,... ....... ....... .-----� ------ ------ ---...�.�-- ....... ..----. ....... ....... ....._ ....... ....... .---- t°-� ......- --..... ..----. ....... ....... .---°- r°°5 ....... ....... ....... ...... € LJ LJ LJ LJ E z 4�� 4�� 4�� � �----- ...-.....-... -�--- ... .....-..------ --- ----- -�- ��--- -- -------f----�---::::�......-.....-...-....-..-.....-._-.....-...-.....-...-....-..-.....-:._:� � � � 12"0 CONC. PIER � � � E � �r E (, W o � � , , ; I� w J � (2)-#5 DWLS.x �_ � � � � �L � I 6�� � I � E � � Z BELL BASE OF PIER 2'-4"f�l I ` � � (BIGFOOT BF28�R EQUIV.) FJ� ` � � � ( I � C � I � � � z W II I � � �L� �� INDICATES EXSTG. I I � � FOUNDATION WALL � 8�� 1�_��� S�� � � I � � �- - - - - - - - -----._ ._.....Y .._....� -r,- .-.._� -_ ---. ..�..�T....Y ._...-•_ ---...... �......... ............. .............. ...........- --- �, J 2�'4u �-J� I...... ........ ...."' """' """' "'.... ....... ........ ....... .""" """. ....... ....... ....... ...._. .��....... ......' """' """' "".... .._.... ..��_"_" """' .'_"' _ ---�I� ............_� _____ — — — — 3 SCALE: 3/4" = 1'-0 � � � � � � � � � S2 � � � � E l ( � � � r, � INDICATES EXSTG. � � � �� � � FTG. I � �' I � I I � I � I..LJ I � � � f �'� � � Q � � I � I � � J � � � � O K POST PER PLAN � ( ,� I � � � � � � II, ��I , C� I I � � r = STONE VENEER PER � I � � W w � � � ARCH. I � ( � � �€ m � r. � I Ik r� I r ` 1�.� O I I � I I I LJ t LJ �L� O E ( E ' ' (w' � � I I #3 TIES x 8" � I � � ; � ° I � v @ 16�� � � � € � � � � � &TOP&BOT. � � � � � Z C � ! li w G 0 6�� 8�� 6�� � ��I � � � E O � J � � � � � k � 0 � J I (4)-#5 DWLS.x � � � � � ' � � � I � Cl� � L 6" � I DOWEL FTG. STL. IN � _ _ _ _ _ _ � _ _ � ____, � � O 1 � - — — — — ......... .....---- ------------� --�-�---�-� �------------ -----....... ......--�---. ............� �------------ �--------�--- ---------�-- 5/8"QJ x 4"HOLES IN � - - - _. - � � - _.. � - - - - - � � - � � � .._ .J � r , . 1'-8 x 1'-8 SC�UARE � -,-- ------� �----- -- �------ ---�-• ---.... ....._ ...... ....... ........� � l (- - -r , O _� �� I (E) FTG. �Q�- - - - - - - - - - - - - - - - - - - _ ��Q � M u CONC. PIER - ---�--- - --�-- ---- --- --.-...-...- ------�--� — — — — — — — — --� I — — ____ __._ .— — — — .._.._.._ _._..... ...�.... .._...... � Q � � -� � _�—�— � � � O - � � � < �� -��..�� ��= � oc �, —' REF. SCHEDULE � � � � E . E . SHEET S2 FOR � � I � � W � Q Q REINF. INFO. � � � � . J INDICATES NEW 1'-8 x 1'-8 [�] � > v � � A CONC. PIER ON NEW CONC. co SEE SCHED. S2 � � � � �--------.... .....--��--- �------------ ------------- --------- ----------�� � I FTG. � i I � L � ____._. � 2 SCALE:3/4" = 1'-0 � � � � � INDICATES NEW 1'-8 x 1'-8 � S2 � I I i � 3 A CONC. PIER NEW CONC. FfG. � S1 � � � POST PER PLAN � O co � _ � � � i�� SLAB EDGE TURNED DOWN � 8 o- N�F) 3„ c� T nI OK TO 8"x 2'-6 GRADE BM.W/ � 2 1�_q�� 2 � ' V P R 0 J E C T ; 0208-12 � (2)-#5's TOP&BOT.,ONE#5 � � g� 4„ „ 4„ S2 MID-HT. &#5's VERT. @ 12" � D R A W N B Y : TFA � k REVIEWED BY : JPL DOWEL NEW GRADE BM.TO D A T E : PERMIT 08.29.12 EXSTG. FNDTN.W/#5's x 2'-0 � � DRIVEN INTO 5/8"Q1 x 4" � 91'-0 si _ R E V I S I O N S : I I � < HOLES @ 6�� (3 MIN.} � Tos�B � � ISOLATED SPREAD FOOTING SCHEDULE REVISED 10.16.12 (2)-#5 DWLS.x �= s��STRUCTURAL SLAB W/#5�S � 90 s�B I I LABEL DIMENSIONS REINFORCING I ( 6" @ 12"EA.WAY OVER � �_ �_ �_ � �_ VOID-FORM I A 3 0 x 3 0 x 1 0 (4}-#5 s x 2 6 EA. WAY �� I � � � � �� � 4 4' 4' 12"0 CONC. PIER � SLAB EDGE TURNED DOWN �� 6 8 T�W - 89-7 Q I I TO 8"x 2'-6 GRADE BM.W/ I I TC�F = 86'-4 � (2)-#5's TOP&BOT., ONE#5 ( � I � I I MID-HT. &#5'S VERT. @ 12" I ra F O U N DAT I O N P LAN BELL BASE OF PIER 3'-0"0 � '- (BIGFOOT BF36 OR EQUIV.) � � � — u � � � � ` � — — — — — I � � � SCALE; 1/4" - 1'-O I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � P,ANNO-rES: FOUNDATION (3)-#5'S EA. WAY(PROVIDE 3" � - yi ii - - - �u- - - - - Y, _ r� r� r� r� - - - -���1- - - - - - - - - - -�- -� 1. INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 L �` CLR. FROM FORM) � � � � � � � � � � � � � � � � � 2. NEW CONSTRUCTION INDIICATED ( ), EXISTING CONSTRUCTION INDICATED (�-----�� ������) PLAN & DETAILS � 3. DO NOT SCALE DRAWING�. VERIFY ALL DIMENSIONS WITH ARCHITECT AND EXISTING CONDITIONS a � J v 1� ��� 1� ��� 1� p�� � � 3'-0" 1 SCALE: 3/4" = 1'-0 S2 RECEI VED By David Rhoades at 1:50 pm, Oct 17, 2012