Laserfiche WebLink
� _ <br />� � -< <br /> $ a } <br /> r,„�``�` '�s;,� j`;��'„�4,j3 11�'�? i.��� ��t� _i f��)f���! �i �� £ <br /> � j��..:.',��� .,_Y:.��.i !.� ��a � � ' r` _}F �1 �'r' C��`r �*•t � * # <br /> � I <br /> �� ��r � �� <br /> r r Y 3 t r A <br /> ���Y �� �v����� t� �f7� ,r' ��� �G ,' y£�� h }� �' <br /> � 1 9 Z��� � r_—_. � �s � <br /> ��� 1 �4 �"�� ������,�� � ��� <br /> ��VIEW�D FaR P�i�MI�' ; , � � ����.. 4 - �,�� �����}q€af�� � �,i� . <br /> ��" S�. GRADE BEAM N/� �- �Z"�e-�- � �i��°� ��" L����� �� r:;:�:,°� ���' f r� �z� ���zr.s� �:� ie° `k,`€i , <br /> 172'-8" (2)#5 TOP �ND BOT, TYP. ''�t `� �� � �''��°i1"�i� ��z.��'Vli.��s -rf r f�fst�ri t�t.�` , �`;-:� �� � �,.� �� �t �� <br /> , � � �-n-y �' � ��� r t�� � ��.-; �� z�� <br /> � 18"x18"x10" FTG W� �3),�4 E�V BOT <',, +�(�{1L s ,,'r<��• "� ,����a� t ��.� ��-° <br /> ,� ,� �_���-�ti; � { ��3 ��� ,� �r ��� <br /> W 12 x12 CONC PLINTH, TYP. <br /> 15-4" / 15'-4�2" 25'-7�2° 6�_0,. � �� �,, � <br /> 1 1 � r � � � <br /> 0�/13/2Q17 � �� �,� �s, <br /> � 8„ � 2'-8" 12'-8" 2'-9�2 12'-7" ' 5'-9" 14'-6" 5�-`��2� �w , � <br /> 1'-0�� 9» 9» 1,_��� �,_��, 9» 9�, 1'-0>> ��_�„ 9» 1._3» ��� � � �� s� �� �� �� � <br /> 12 1'-3' <br /> 6»6, 6»6, o »6, � 6��6� 0 20 g»6, D2 �� 1 � �� � �# �� � � � <br /> 4�_3� �> � , � � � ,� 4'-3� ,� � � ' � � 4'-4> » �� � S6. ' ------ V � � �� ` <br /> �4 F1.5 F1.5 �4 F1.5 F1.5 �4 F1.5 x r---------- � :x-- ------ - - <br /> r- � a, <br /> _ r--� I --- r--� r--� I r--� r--� �� �i;ll�i'.CS� ��(#`f �} <br /> ---- - <br /> ��rt- _ � �--- --------- ----��_rt---_ � r-- ----- - --�� � ------- �-J L_� ---- � , ��u �, lj <br /> . . i 1��_��� <br /> ------�S���J�� __� 1���� _/�����_��J_�' � - ' --� J�.i��b�.���/ __ � 3�2�� CONC. SLAB D1 S6.0 � � _� E,rrlc�s�r��! ��lasl��t�J��t��- � <br /> J��i�:� <br /> � _� Jy' �_ . <br /> - ----- p ,{r� d ,{ y7 '1� r ry [ �7 t t�(� <br /> Q" L J L^^J f+'—O" L J L J [�'—Q' L^^J I I I d- � i . 'lL�a 'i,a`1.f�t�Slt i: �;G�,.lJ�f3.I�ittS . <br /> I I I I � <br /> I I � = I I I I � ; i I I I STHD14 � � �, �hf�1�; t�;���,ri�ili�r€�rt�(t�.��t�.�r.>r�� � <br /> --� STH 14 I � I I ^d. r-----� STH 14 I � I I r-1 n-.�� � I I „ � I I <br /> „ I _ � \ I n I _ � _ THD14 I 3�2 �� 1 " I -3/2 I THD14 ¢ <br /> � � I I � � � 5 N � 3�2 � � I I � � I �, � �, � I I � ��2 � P6 D2 � <br /> � � � D2 � � i �- i i � CONC. ,�, i i ' <br /> . C• i P4 ' I i � i i �— i CONC. i P4 � I i i i � P4 i � i i i i i <br /> . B I � � � �T D14 � SLAB I � � � i SLAB � STHD14 I i 1 _ _ . ' - - 505� <br /> � ___ `. _ ._. _. _ _ __ . .. . �...._ . , . .__ _ .._ ._._ _ _. ,______._ _..__._._ . , ; _ _. __ _ / R E� <br /> � , � REGISTERED <br /> _. <br /> o A CNIT C'T <br /> , .__ ,_ o , i o __ ; i <br /> I I 5 0 � P6 � � <br /> » ; ' `� 0'-0" ; `v ' p� � �' � <br /> ; ;.. _. �: ' _ 12" DP MAT SLAB <br /> ,__ _ W�#5 @ l2" O.C. STAOBEOF WA HENGTON <br /> 2P3 HDU14 ' ' P4 STHD14 ' ; E.W. TOP AND BOT. � P6 <br /> ��___�����_ �_��_ �_� y _� _ ��__/�_ ��_/���THD14 D2 STHD14 \ <br /> D P M A T S L A B ; 1 2" D P M A T S L A B 5 ; 1 � <br /> #5 @ 12" O.C. ' , ` W/#5 @ 12" O.C. , ' D2 � 2 .- . <br /> TOP AND 80T. ` 6 11 � E.W. TOP AND BOT. � i ' ' D2 � D2 P3 �; <br /> ' D2 S6.0 0 ' ' `j � P6 ' , P6 � � ; ��; <br /> o _ \ � <br /> +0'-Q„ � ;� 1 � -�-Q'-Q„ � ' � � HDU11 � � ��. � �= <br /> 0'-0' <br /> � 3-9�4 � � P3 1,2 N STHD14 � <br /> , ; HDUS ' ` � : � S1.3 � HDU8 � <br /> � P3 � � POST �� � . <br /> NDU8 ' ' +0'-0" ABOVE � _ _ - `� �' <br /> � 1 �_,. . _... _.. \ � �...� <br /> � <br /> - ---- �, _. .--_: :� ------ ��� - - - - —I- �_.. __ _. - - � U � <br /> � � � <br /> ; ; �j I W .; <br /> ; ; ; I �\_�,� i, _ _ _.. i z � � <br /> , _ .�.- - <br /> � , � � �� � 1'-2" ;N � � "u <br /> 3 <br /> \ � � \ \ �i � � 10'-8" 2�-�3�4�, ��_9�» 6�_p,� � � � Y �: • <br /> . �r � i . 1 � � , i � �' i I � � W U :� <br /> � 4-5�2 ;n in ' ;n 3'-83/4» ;n �n � � _ � <br /> � ! 8 0'-�>, W U e <br /> P6 ' P6 P6 ; 5'_4" : . _ , D2 z U " <br /> i _, � , , O m ;,.-, <br /> � _ _ . :.� <br /> 9 „ w 13 c� cfl •�.v <br /> _ � � ^ � � w_. <br /> o , , I :� o , o D2 -3h o S6.0 � ;N o � a �"�� <br /> � J g i cn <br /> � i � ; ^ E � � �� � Cfl � <br /> Q � w <br /> � , 3 � � :� ' D2 � � _. STHD14 -�. � � ,y=; <br /> ; � \ � <br /> �- � aa z rr� <br /> 6 � : � 6 � I �N <br /> � � <br /> �'� D2 ` '� D2 1 � � i- I I I I <br /> � i � � 1'-5" 3 -8�4 <br /> i 11 � �1 S6•0 � N I I I I , <br /> � S6.0 �._. . _ ._.._. _-- `- S6.0 , '; � - I I I I <br /> `� ' _... __ _ _.._..., `- � I i I I � cs� <br /> 9 _ � D 2 � , �_' r <br /> , �. I I I I , <br /> D2 � I I I I � � o . <br /> � , � N � �' � <br /> I I I I <br /> � I I I I � _ � � � <br /> � , P6 � P& � I I I I \ � r <br /> " i' � p 6 "i' I I I I "i' <br /> r <br /> 10 , �, ; i � � r-'--1----�-�--, a' � M <br /> - - -- ` -- ------ 5 4 5 � I � � � <br /> 'd- � � D2 J I <br /> � : - _ � � 9 � � I I co <br /> , I. D2 ��_�°° � o '� I I o � N � <br /> 7 � <br /> ' -3/2�� , � THREADED� � I I -� •l.t7 � } � <br /> \ +0'-0" � ftOD I I � 't" � o � , <br /> � , ; - � � � � FOR HDUS j � „�� � <br /> ;n o 7 ' , ABOVE �- - -� r � <br /> � B- � � -� � B- � B- HDU5 D2 P6 -7�h � <br /> � <br /> S1.4 S1.4 S1.4 4�� 5 —� <br /> 1 x7 SWSB1 x7 HDUS ° � - <br /> ._ �- HDU � HDU8 20'-6" D2 -(-0'-0" i' �i � <br /> �� � � � = o , <br /> HDUS �. N ,� <br />� / I I ' � _I / \ �i ,� � ` � V� � m � <br /> � � � D2 � �N � _ _ _. __ � - I-3�/2 I . ._. ._ ; _ _' �e � � ? <br /> j 3%2" j �` i - I - <br /> 11 _�� � � I CONC. I � 18 11 _ � „ � � _ � „ 11 18 N I I _ � 11 18 I STHD14 � � � � <br /> ��� � SLAB I , 7/z ' � 7/z D2 56.0 I I 7/z" I � � � <br /> D2 L____J N S6.0 D2 ` L______J 2P3 D2 S6.0 2P3 •-� <br /> I � � � <br /> � <br /> � --,�- -------- - --- ---- ----� <br /> 4 2P3 � N 1,_��, ��_�.� 2P3 3% � <br /> � CONC. <br /> ,_3„ �,_6�» 3,_8„ �,_6�» 8,_3„ ��_6�» 8'-3» SLAB � . <br /> 1'-4" 4'-0" 11'-4" 1'-10�» 10'-3" 2'-0" 1'-3" 3�_7�» 2, 6„ 16'-3" 2,_93� 5���,� 4�_0» 11" � �I <br /> � <br /> 15-4" 19'-0" � 25-7�2" 6�_�» it <br /> �. <br /> T <br /> 68'-8" <br /> i <br /> 111'-8" <br /> � "�°J <br /> � <br /> � <br /> � <br /> � U I LDI NG TYPE F FOUNDATIC�N PLAN � � . <br /> 1/4"=1'-0" BUILDINGS 2-4,11 ,12,15,25 & 31 � � <br /> � � <br /> � � <br /> � � � <br />, � � � <br /> � � � <br /> � � <br /> � FOOTING SCHEDULE � � <br /> .� � � <br /> FTG. SIZE DEPTN REINFORCING REMARKS � � � <br /> � 0 , <br /> � 18" x 18" 10° �3� #4 F�` � ; � <br /> FOUNDAT [ � N NOTES waYBo-r <br /> I�- w � <br /> � <br /> +33" ELEVATION AT TOP OF CONCRETE —�► LOCATION OF DOWNSPOUT: REFER TO SHEETS S6,0 FOR TYPICAL �OUNDATION DETAILS. �� � <br /> � <br /> PROVIDE TIGHTLINE AND R(SER BOOT <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURAL fVOTES SHEETS S1.0 & S1.1 FOR O <br /> F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. � <br /> a GROUT REQUIRED @ POST BASE <br /> CONCRETE CURBS�STEMS ARE �" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1 2" MINIMUM THICKNESS. � <br /> R-10 PERIMETER INSULATION � � <br /> REWFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED W SLAB. PROVIDE PROVIDE 4" PERFORATED FOOTING DRAfNS AT PER(METER OF ALI o � <br /> O SPREAD FOOTING TYPE - REFER TO 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6' FREE DR�IINING BUILDINGS. MAY BE OMITTED PER CfVIL AND GEQTECH APPROVAL �= <br /> SCHEDULE GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED � <br /> sw# SHEARWALL TYPE - REFER TO 11/S1.2 FOR TO 95% MAXIMUM DRY DENSITY. SLOPE EXTERIQR SLABS 1/8"/FT AWAY FROM BUILDING. � <br /> ANCHOR BOLTS � Job No.: 13-�7 <br /> HD BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW � <br /> '�. �� �� HOLDOWN TYPE - REFER TO SCHEDULE 6�S1.3 ADJACENT GRADE UNLESS OTHERWfSE NOTED. J Sheet No.: <br /> � <br /> � rr� <br /> % <br /> f� <br /> Sheet Order: /� g U F � E S a � � � <br /> . = J <br />