Laserfiche WebLink
1P2"�B�LTS THRU dOTTOPr1 �y:( � ' <br /> � P�E17�(2 PL�CES�,7a EA.P�D) � '�' ��9�'°°va�.��,�°° <br /> � , o <br /> � �� _._.__, �"x 4"PC1ST I�T PAD �� � .����i't'q�" o,�� _ <br /> _._.` , „ �, , r � �������������� <br /> RI�iLI9�PER BUILDING � �__ _e_�. }�X�� 'iZ��l���f������ly�"ti��r �� ��.�r�-�,>�..��,� ��, <br /> r _.�..�,�,..... <br /> � �"f �� � <br /> P�FCAST rO�CRET���ARING PAD �t1ANUFACTUR�R � �,;c`'_t�" �"p�k�� � <br /> �ROVID�24-D�Y CO�VIPRESSiV� X4 NP�2 POS�'8E 1'Ov 2x �AD TYr� _ , _.. _______ __� `' , � �f�� n <br /> STRE�'�TH OF 2500 PSI,P�11XED AND NtUDSi�L AND AT7ACHE�J 70 2X4 �OT(Oi�l PLATF ,���,�� f��,�� ���° <br /> PLACFD IN AC�ORDANCE 4VITH THE TOP PLATE VV1TH(2)16tl NAI!S OR (�� �y�� � �,��,�� ; g,_��� �'-t�" ; ��--��� � b'-C�" 6-r:3 b-o �, q/� <br /> �'`-o�p ��3�� �`�Po'°'�p <br /> Cl-L . : 1 H 1 [i ..............�1 ^11_,«_._,_._._.,....._.�;.._................__......�1 /ifl....................._. �. �1 /5iF Sf � CeL"Y�. /^, 'i' <br /> .. .. ..........._._...._._._._.___..........�..,.....,...........,..,............_....___...,_._.__._._._._._:........................._.._._._._.__................,....._...._........_..._._....__......_._.u_._._._._...........,.....,._..........s........._.........._....«........._._._._._._..._..,................v......................................_._._._._._._.__._._._..........,..,........ -l1 -5./ .......�o............................._...._._�5........,................,......�..., o V o <br /> INTERNATION�L 8UllDIPJG CODE (,)8d Tt�E�AILS VIEW B-B _,._....�.______..�. �.�__��. _�,.��R.�_._.._....... >; , 3 . z ,�,qq�?o, �� <br /> � g��MIN.�HEATNINt;V�118d NAILS PER N�T�S � i i � � � � � � E € �`��'�����'�� <br /> (2)#3 BARS EACH 0;�SHEET F-1. �./a�F ? ; ? § ; � € = i � <br /> SE�9/F4 FOt�STEPPED PLATE <br /> DlRECTION BQTTOf�BARS 1f2"�f�1,�CHIVE BQLT �, � � � ..___. 2f F1 i i ` � i � € ; �cNEV�IS:09f27/2017 � <br /> TO BE 1 114"CLEAR 0� VVITN 3-INCH € � '� �`';'� '�� ? � � � i � � <br /> B4TTOM.BARS SHALL BE ? ' � � ' _ <br /> EYBEDMENT IN 2x4 CONT�-ATTACH TO REf�Wl 16d(c�8"O.C. � � � ; ; ; � � � � <br /> ASTN1 h`o5:GRADE 60 2X�P.T.MUDSII.L ANCH�JREt� i , <br />� PRECAST P�D €� ` � � _ � <br /> � TO BEARING PAD�NI BQTH � ��3 ; f- (�'" -i � -1 -1 �'i ("'- !` � <br /> � 2 c �.,... '....."_ _.�..._...�. .....�,.. .... <br /> _. -- , - .� BEARiNG BOLTS ,�� ,�s; 4��x 4"POS7 AT PA[?S&Zx4 STUDS�24"Q.C. ; ' -----� - �-- , -� _ - �� � <br /> � � 2X4 TUP PLATE � � �� <br /> �� � A R�yaST BEF,RING PA� � PRECAST 16��SQURRE x�i"�EEP i , _ - <br /> . <br /> �' _ , � � P1aiLcD TQ BUILDING NJITH FULL BEARING ON -} � REINFt?RCED C;ONGRETE PnD I <br /> 7 F1 <br /> 1-4�_._.__ RIM V�J 16d��"O.C. E X I S T I N G G f Z A D E � � t�; -- 5/F2 -�-�--- �'''�--�-- 5/F1 <br /> i � ``; ACCF55 i'Er� f�1�TE#7 <br /> �° �`' � [ .....:.�__._v ....__.___.__._._......... _�__. ; �� <br /> � � 1 �� � �� ? � 1 tJ� � � � I/�r�� '_. aTT?,CN P�D T�TRT PLATE WI BaLTS € <br /> �_�_� __�_ <br /> [ ��.� , .. .,n.n <br /> .�._ ......._.�..._. ..._ ........ �D -�-�-�g�-�-p-�q' E <br /> .. •..• •� F J L!11`2 1 l 1 <br /> E �-'- -� <br /> r� 11 1 11 ' . If t 11 �•• � ���:i p� �� :::y� x•��; �3°�•v �� � <br /> � . � <br /> \. <br /> \ <br /> r <br /> ' _ V e <br /> � i ...:. .�.� �. <br /> .. � :i. m.. ..� .3`:. � <br /> _ F� \ €:: \ � ,... ,. <br /> F1 1. <br /> P ! , . . � .. ... . ... <br /> \ .�.. .. .... .. ,...�.-.� �. .fi. c........ . ..,...- ......,,� .�. . ... .... ti.. .... �...� <br /> f.47 , �. .. , . . .. ., . . ,, � r__ . . <br /> ... . . ,� . .. . _�. �.. . :�. . r <br /> Sc I . / 0 E � , �.. , . � <br /> �cale. 11 � a_ 1 2 1 � <br /> 2 1 �� �� � �.. � � ��� � � �.� � <br /> � �, �,.�., z r � ��� <br /> � � ��. � � �,�: <br /> �x. .>... .w� ..��. �� �i.���..a������...>� �a;a,:.a.�:�"�w,..�.��.a�...�.�. <br /> � ..�:.. .�. .� . .:����. �.��..a`�`aYZ;��a.�..,.�\e�,�.a <br /> _.�� a.�. � � \ a.��... ���a.��w�.�,C,�a�,�..��........i..,.:. \s �a �. <br /> � .� �..�o.��..., <. ..., .�.. ,. -�:�.... ...�.� .. � . . �.� �1<::.... , c:.:C..�,..a�.wa � v-o <br /> _..�._.__ .o:.��;:� ,�..M:..�.�..;��. ..,av�:��vyy�\�.. -.a:�\.�\\..��� •«,.�a\.��a�,��.....a.... � �,\.���.�JJ�\,�\.�..wua�`�v.�aa��� �� ...., .....x�.a ��.��.,�.`'�`.�������� .���:.�:..a.� e.�.aa._..... .....,,......"��: � ��\�, ,sa� � <br /> ` � �� � ���' E:�\' �� ' � � ��� � <br /> ::.,..».... <br /> ' E � ���-� €�._.� �.� ��..� �?:-� �.:� Iw.._.��� �� � <br /> � � <br /> [ <br /> _ € <br /> _ � <br /> p-� g q �y[I <br /> /� g /y 'J/1 31 <br /> q, /'il <br /> V•E p0_'..l3, i V'V" e. ^^V-Q ......_._._._............. ;. �✓I-tA � Vi'�F' S, !f�'V . <br /> � . V . ..............................................._........«..........,......«,,......_.....,.................,.,.,........_. ... . .........,.................,................................_.............. ............,...............,.....,..................................................,..,..,,«...«....ra�......«....,.....,._.....,........_.._.__.......,,...............,............,......................;v...................................................,_......_..........._.....,....................,... ..... <br /> Ef ........................................................................................................«.,��'........................,....._.......,,..._.......................,,............................_...._��..............,.......,...................,..........................,................._..,........,_,_..........,..... .3" <br /> .� <br /> �-` ry <br /> �--_� C�v1�J BLOCK , > 23-�" £ ..__W w�_._._...._...__.___ _...._...._....__._._........................._.......__ <br /> E j 1 � .�'.. Vf����� ..,........�............ .. � ... ���m�3........................................ � <br /> 3 .................�.........�.�...,,....�.�..,.�.�.�.v...�...........,........�. <br /> Y . .............................................................................. . ,............................,.........................................,..,..,.......,..,..,.,......_..�........�.........,...............................�..........,...,,......,,.,..,......:........,....................i .....,.,, � <br /> � .,....,.,,�.�...,.,... ..��......,.......<..,......m,�, 3.,�...,�«.....«.............e...A...�mm.....�.a... . . � ......e....ep._.................,.....,.,,�....a.a.,.«....,..,..,..,. [ <br /> .�.�. .a.,....w........._....'..,.. <br /> � ' ` i � [ � � .�. <br /> � ..e� <br /> � �� 3� 7116"'SKIRTING �=o� [- -1 I�-1 (- �1 ' <br /> ' ; 4/F1-(3) PAD� I- � -1 f� �l <br /> � � �m. . a : ��:„ _ � ��� _ ��� - � � - ��- - -��� - ---�� � ,�y . <br /> ` �.-i i�1 < <br /> ; �..._ .�� • �� E �__ - <br /> �.... ,. _ <br /> :__ i��, � :�; � i� I .J �- � � 5 F1 ``� ..1 <br /> E �_......._.___ J ' �'D �' . <br /> �IiEVVA-A FLQOf�STRUCTURE 1/2"�x 4 112"LONG BC3LTS U'J11 1!2"� 1(2"�x 4 1/2"LONG BOLTS�1V(1 1I2"� � 7/F1 a/F� �/F2-(�) PADS <br /> V�JASHERJ @ 32°O.G.Af�D 6"FRQ�i� UVRSHERS @ 32"Q.C./�ND'o"rr�Q��1 �[ <br /> ��c��No �Ac���D �-� �/�a.-(�) �A�s <br /> V+1�JOD SHI�UT AS NECES��RY 3 € <br /> �ee�: �� �},. i RI�tJe! 3. 4J��" �. Ll�-t/!1 L 2�_Vl� f.G�Z/�� E. VI 1y41 € 0.1�/itl E 0.1 �yfl ... 4 �1_�EI <br /> . U . .._.......�..._.....................................................v._,.._._...._._._.�_............_.......................................��.'..��.....a..._......._._..._.................,... ........,....._..._.,....._...._....�...d�.._............._......._......,....u_........,........._......___.........�_._4�........._......._......._._._._._._..._._...._._._..._..............................._......._................_._.................'.. ' <br /> , ; ax��c�u��.oc�s , � . 4 � <br /> E ...._._..._._._.........................._._...._._.__.__�__.._.__•__..........o __._.,..............._._.,..,..,................_...._._...._._._. .._._._._._._._..._.__._._._..........._........,....................,,..... � <br /> � � ...., y ..._ . �. .............. . <br /> _ j <br /> 3 <br /> t � <br /> � I � <br /> sc _____m 1 i ��;1 � ... .�� ...;.m��3� � <br /> \ \ \ <br /> ti. <br /> \ .: <br /> 0 � <br /> \ �\ � <br /> ' .: e .�::: .� ��µ .. .v... �. :...... . . <br /> t,v } � <br /> a..:.: � a„= _ �:: �. \ .. � <br /> , �� <br /> �. � _��,. � � �. <br /> �� � � . � � �� � � � . ,. .. „s � ..,.�,.,., . �. �, ': <br /> ,. . . �, .. � � � .... <br /> �.. \. . > �� ..� . �,��.. , <br /> ._ � � .�. .. ..�. . .��� �.:.�. . � \\ i.� ...�:.: C .... Y <br /> �.... ..... . �..... � � .`::.. '� F� ..1 ��.. ... �4 ..a <br /> m � .. �� . v ..� � \ ���� .� \ .\. ..\.�. .\\ \.�. w �` �� �.�.�.. <br /> ..... .� � � ... ��:�.� .�.. .� . '�c. �\S. . � . �. � .0 . . . .. �. ... .�`a�.:r. <br /> e. . .... � . . <br /> ..... � �...,.,...� r. �� . � �.., .. .\ ... \ .� a� . , � . ��'V....�. ,z.ti\� -�i��........,....�....v�,a� �.. r�.�n.• �. .a�,r,,.....e,�.a�...�.os:ca...>ac�a.. <br /> .�... i , ,a:... �� � � ... � � , _ ... :-��� .,..��'�...�...1�v� :�,:...�:.;....v�\�\ �......,a . ,......, ....<.� . <br /> . <br /> .. ._...__ � .�.. e .:..� . \ .. ��.`�'��.y. ..�.. aa.�� � ...��__.,.�,a�����..�23,W��,.......�a,.�.�.... � � � <br /> F rCP ...... :::.; a _..�t �.:.,:.:��5.��...,..�....����a. >.....a.,�,.�s�.»,.:�::�......,.�.sa.av��`''�\'���..\...�:�.�.��?�a � „�.��m<x.uw.,..0.�5:\�.��,� y\..� .�.:�a��.���o��...��:.�,u...,�, , �,�, ,��: <br /> PRCCAST 1� SQUARL x 4 DE � � VVC3{�D SrI1Nl AS NEGESS11ftY � , , ,� . ��; � � .�� . � �� �� � � �� <br /> REiNF9RCED CONCRETE P,�D � � � , s.1_ �°:��1 i�_�:3�� �:AJ .��..� �...._.�) �:`�� �_._� �°� "� � � <br /> 8x 16 C��U 3LOCKS 4x6 HF#2 PQ�� �1,�(2)�34 Or� � _`� , � <br /> A A � CS22 � 2 8�EA END,TOP& ` I <br /> PRECAST 10"SQ.x4°REi�lF. � � � V�IVTING PER �JQTE #6 <br /> ; � Z�fr� - <br /> , ; CONC.PAD,ALT:2x12x24" BQTTONI = € _ � <br /> �� <br /> 2x12x24`LONG P.T.HF�2 WQOD �`' � <br /> __....................__._ , LONG P.T.t-Ir#2'�l�OD PAD i--[ <br /> � � � �q." f;TTACH B�TTON1 PLATE TO PAD _._W_._�.___.___W ___.._________ w�r AD�N!2x12x12 P.T.aVER; � � <br /> �-__-�___�,�. � <br /> ���_`,�`� iNl 1/2"�EPnXY BOLT��IN. 1" CENTEFt�D C?N 4x6 POST AN� _ - - � <br /> ��� �� , , <br /> � � , �� .�� <br /> EP�IBEDN4ENT NAILEDT02x12 f i ----� ___._� �C � . ������ � ��� �'�. � <br /> . <br /> 2� � 1 ����� ��� �� ������ 3 ��� �I ��� � �����(�� � T���� z_..__._.I,�'. - � - � __ ___ f � � � � � ������, <br /> ° ; t :.�i�-".�� ' � ������ <br /> F1 Scale: 1l2"= 1'-0" �1 Scale: 1l2"= 1,_0�� � , , E � _ � ' I2'-o" � II'_�-:' i. <br /> _ , � <br /> s. <br /> II �` __.��.��'_. _.;.��_..._.v_v__.__..�._._...._.___..,.___......._...__.___._._.__._.__.__.....__�__.�..��..�..___._.�._..__.�......___._._._._._._._..._......._..._.................._..._......___._...._......._..�_ .� : <br /> ��__������_____ .�_�__�__._._._. _ _mm�. �. _a_�.-��.� , , <br /> ���66 �3C.�lJ�Lc ��,fi,��R�CJ�I - F�?U�J��Tlf�f� Pl..�-i�! ���� :�\ <br /> SOIL ANCH�JR P�R � ____. __ ___�_ _ ��� � � <br /> �/16„=1,_0�, �". �F� <br /> ° NOTES,SHEET F-1. ��� <br /> GRQSS-�REVE NJ/ <br /> SHOVEL PLATE � ;���'` \\ <br /> "�.: ,:��a� <br /> n,, <br /> SHOV`dN. � � <br /> �, <br /> BUILDING N10DULE V!E GC <br /> � W�OD SNI�R AS P��CESS�RY STRAP�ER ANCHOR i�AN�J�. FC�UI���sTl�l���H��UL� �T(\����f\�� f V��L.J� �����l.l��`��.J���� <br /> �a� MA�i�/��IC��IC��! �E�'�I�� �P�,�(���/�P�D�/RENI,�R�S� ------ <br /> ��: 8x 16 CMU BLUCiCS �� � <br /> ;<;: � <br /> ; y;:;. <br /> W_�.�..__._ � <br /> ,�� 2x 4 70P��OTTOM PLATE 1. L���fCN {i�1FOR�A710N � LrJA�I�G: 20�5 Q �� <br /> C> i 4"x 6"PO�T�P�1/L PADS TYP 501L ANCHOr�PER NOTE SHEET F-1 ',J P��CI'�����,���,�;[ I.�����Qr`��� '�fi`�,��r'�,�/�'� ���sG� P������'-�'°�,�,, �t�. 1.1. BUIL�ING CODE I�C, ����z FD&TI�JN � o =� <br /> � 1,2. R�4�' Lf'dE LOAD 30 P�F, :��JOo� �s � �, <br /> o � P�ECAST 16"sQuaR�X���D�E� , C� ��RIi��T��SH�����I�LL 21�1 ����{���,� r�R��€�.1�1� �. �� <br /> E-- PR�, 1(�2,N0. PER F1 �. , „ 1.3. �L O O R L{V E L O A U 4� P S F O R 1,0 0�� C O i�C. � � v H� <br /> - � '� � a WW_C � �116�7�LI�1� �LC)(�R���'P��T� 3/r1 ��P��E�U�PC��.TS�8�0 , �i1�X. i.�. ��IND CRBTERiOh� 110 �f'N, EXP B, KZT=i.Q ^ -- ��- <br /> � N O <br /> c��i._.�._._._.. _.._.__._._____...�.�.�.�....�_..�.�...___._�� _ � �Y i���l��i RC�C7��O�U1�/1� �UPPC�r T 4/F"� U��(�} �6�(�6��NC. P��� 1��. SEISMfC CRITERi0�1 SDS=Q.96, CLASS D, CATEGORY, D �' � ��� <br /> i b 1/4": �'-ATTACN 80TTOP�1 PLATE TO PA� � J � F �0 1.�. ASSUMED 5QIL BFARI�� 1,5�0 PSF VEr�IFY '�/LO�r1L BU[LQfNG Q��1CiAL� s`� � � � m N U,,, <br /> � � � ��(�.A�CH�f�g(�C�TI�N,� 5,�1 L�C�P�T��IIT�ll�13-0 C�F L��ATi��15H�WN � - � � � � ��; <br /> �"�����`�``'�� 'WI B�LT P�OVID�D IN PAD 2. C�7P1CREiE: - � � � o v� <br /> ` � I�T��1���C�C����L€J�1N�UPP�RT ��Jl�� U����}16�16 C�NC. P��� 2.�. co����sS�V� s�r���c�"� 2F5c�o ��I �y � � w r W�� <br /> �T E R I�� ��L�I�N �P P��T ���N� D ET�1 L � ������a�r�� ��a���������� ri�� ��,����������-s��,_o° ���. �.�. �����oR���c ����� �o ��� p a � � ��� <br /> ° 3. ��1ASONRY; z� � � � a ��� <br /> � 3.1. �x16x� Uf�ITS ASTM C-90, Gr�ADE �l - ,, Q _�Q <br /> A � = x � -� <br /> F1 Scale: 1/2��= 1'_0�� F1 Scal�: 3/8��= 1�_0�� . <br /> 3.2, SE7 11Ni1'S W/CORES VERT{C�il. & Nfl �a4t7RE THAN 3 H(GH, PEn P�AN � J � 4 s`- � '-�,� <br /> 4, �`OOD: � � c � � ;� <br /> FLOC�R STRUCTUR� FLOOR�1L R6M JOISTS 4.1. ALL �'a0Q PPEMBERS OF THE FOU�dDATIOi� SYSTEM S1-iALL B� SPF--STD 0� BETT�R. � � � ;� <br /> R�OF COLU�v1N 4.2. ALL `�JOOD If� CQNTACT 4�61TH SOIL SHALL 8E P�ESSURE TR�TED W1TN CONNECTQRS � X � <br /> � P�EE(I�dG �ODE. � �� <br /> WOOD 5H(���S NECESSARY ����OD SHICv1 AS N�CESSAftY 5. SPECIA!�(Y ITEMS: �'"" <br /> � ��; <br /> 4x 16 CMU B3 OrKS 4x4 HF#2 P4ST W/(2)�34 OR 5.1. SPECIALTY ITE�iS TO BE "�INUTE MA�! ANCHORS, INC." 305 W. KI�G ST., Eo FLAT �� <br /> CS22 &(2}8d E,�END,TOP& RQCK, �!C 2872�C?R EQUIVALENT. lTEP�9 MODEL � �HALC.. �E AS DESIGi�fi�TED OR �� <br /> BQTTO�i <br /> APPRflVED E�UAL. <br /> 5.2. ��EfA�. PIERS Tt} BE GAPABLE �F SUPPQRTING o,�30Q� <br /> ; £ 5.3. SOIL ANCN(}RS �HA�L BE: DRIVEN ANCNOR '�/ STtlBI!IZER P�TE ("AZTEX �R <br /> a�� f� ��� �s��-�� �/���s�z); Auc��-rr�� s�r v���r�c�� �/s�r����iz�� c�� (���-��) <br /> , � WIT€� ULTI��iATE DESIG�J LQAD OF 475C1�. INSTALL GROU�dD PORTIC�i� OF T4{E ANCNQR <br /> � z � � 1'-6°(TYP.) PRIOR 7t� SF"CTING T�E D111LDfNG. C�hdNECT A�CNOR TIES �Q BUILDB�G (}NLY AF7ER � - <br /> � � � � BUI�DI�(G IS FULLY �LOCKE� �h�D L�lELE�J. � '� <br /> ' �___�___._ ._W.�_.. .___� w__ � __.._._._._._.__ 5.4. INSTALL ALL 5PECIALTY ITEMS PER THE �AfJU�ACTU�ER'S INSTAL�Ti�N 1- <br /> .��_.......�. _m_....... w.__w�..�.�...�__�___.���_._ .. . ...._..... .. � �, ` � <br /> , _ ; INSTRUCTIt3N�. <br /> � ' 2x12x3�°E ONG TRrATED ,� � <br /> � <br /> 6. VENTI�JG: � � <br /> �R�GAST 16"SQ�JAR�x 4"DEEP PLATcS (3}2x12x72"LONG P.T.HF#2 6.1. I��TALL A Cl.�°a,SS I �/Rr�Oft R�AR�ER OVER TH� CRA4VL �PACE A(�ER PROVIQE � � <br /> PAD,51F2,PER F1 U�lOOD PADS UNDER FLOOR �lcNTflAT10� F'ER IaC GODE AND LOCAL RE(�U(REMEP�TS AT 1 Ncl� SF � � � <br /> 0� VE�VTIL4TIQN PEft 30� SF �F FLOC3R ,�ftEA. �-�+ o <br /> 6.1. 2�'x6o'/3t�4 = 6.2 S�,-Ff. VENT ARE�t. �"j � � � c� <br /> � � l � - �.I LU T Ti 7s.z. acco.�� s�/v��r = � v��rs, ���ui���. � � �' � � � <br /> F� Scal�: 1/2"_ 1'_0�� 7.1. PROVIDE ACCESS TO TNE UNDER FLQQR ARE�4 PER TNE CODE, � C� �-?. � <br /> � 7.2. PRt}V�DE 18°' MIN. CL�ARA�lCE FROM S�I�. TO UND�RSIDE �F ANY UN7REATED V��OD � � � � � <br /> GR o�Lvuri��Yu 7.3. PROVID� 12By MIN. CLEARANCE iJNDER FROM SOIL TO 11i�DERS1[)E OF A�L BUILDI�IG � �°�' � � <br /> 4x 8 H.F.#2 MIDSPf1N SUPPORT 4x 8 H.F.#2 P�IDSP�IN SUPP�RT � �"' �C � I <br /> BE/�M vr(A34 CLIP C7NT0 JOIST AT BEA��I w/A34 CLlP ONTC7 JQfSTS AT M�`�i�GRS' � � °".� �-"` � <br /> '� 48"C.�. t � 8. 51T� CO�dDIT[�NS: �.�s ,� tJ � � <br /> �8` O.C. 8.1. FC7UNDATIQ� SUBGRAnE 70 BE A 6�31�1�UM OF 4" OF C0�4PAC1"�D ROAD-MIX GRAV�� � � � � � <br /> JAGKS�'AU� � � �C ``� '� <br /> _ , JaCKSTAND OVER STABLE U�IDIS�1Uft�E� �1t�TIV�' SOILS Ori ;i'fRUCTU��L FlLL, COP4PACTED 't0 � _a �• � �' <br /> _.�_WW__.______ , � 1�'SQ.x 1"POLY FAD;ALT: `�5� C)F' �HE STANC�d�RU P�`dQCI'OR DEI�SI7Y �'ER �STh9 D--59�. "" � � c�'v <br /> �ftECfiST 16"SQ.x�'�ElNF. -����� ,�J � C� <br /> - � 8.2. SLOPE FlislISNED GRA�� Ai�AY FRO� TNE BUIIGING FOUNDATION AT /a MIN. G�ADE o <br /> cal -. CUf�JC.Pt�D; = z 2x12x24"L�N�P.T.��€�2 � cr5 C� <br /> ,� � �' �N0077 P�,C �F 2�. �a � <br /> � 2x 8 dLOCKING __r�.._. _ FLOOR JOIST,T�7�-N�1(L�D t�rl 0.131x3-�/2"TO BEt�i� 9. FOUi�I�ATE�N SHEAR �#A�L: � � <br /> ......� _.._.. 2x a BLOCKENG � � <br /> � _.__ �� _� �.1, ALL LUM�ER AND SH�ATNI�dG 5I-!A€�L �� Pr�cSSURE T�EA7ED FQR EXPOS4�R�. <br /> 4x 8 H.F.#2�11DSPAN BEA�1 � <br /> 4x 8 H.F.#2�iIDSPAN SUPPOF�T � 4x 8 N.F.#2 MIDSPAN SUPPO�T �.�, ALL CONNEC��RS SHALL B� NOT-QiPPED GALV�IIZED OR S1P�IRLESS STEFL. ,: �, <br /> BEA��I�v(A3�,CLIP OhJ70 JQiS3 AT 2x�x12"LONG PaST BEARING BLCCK, � rP >r � <br /> � SEA�r1 t��1A34 CLIP UN7Q JC7ISTS AT 9.3, SNv�TN1i�G; Y' or 4�2 r�LY�I[� (PS-1); '�2 OR �s OSB (PS-2) � c� <br /> 4�"O.C. 48"O.C. � I�iAILED wl(4)0.131x3-1/2°'70 BEA��1� 9.4, �RAt�I��G. HF-STUD, 1�" Q.G., i'RESiURc TR�TED FQR EXPOSURC `� <br /> 8x 10 Gh,9U�L(�CK F'O�T,TRT IF CMU SUPPQR7 <br /> ; , <br /> 4x4 HF#2 POST �Ni(2)A3� OR CS22 9.5� 8(1T�`OM �LATE: ATTACH BOTTOM PLATE TO GONCREI'� PADS '�l f 80LTS PRO`JIDED. � � <br /> � �__._v..__ � a j�mm _m�_, �(2)8d EA EPJD,TOP&80TT0�r1 4x4 NF#2 PO�T V�JfAv4 TbVO�IDE TOP& 9.6. �Hc�€� NAILING: LAP S�iEATi�I�G OVER Fl��30R Rlh� JOlSTS, STUDS & �OTTQh� PLA�fE. �, <br /> s PR�CAST 16"5Q.x4'RE!l�aF. � �FIEA� P��AIL 5HEA7NI�G AS 1NDICATE� �ELO`�!: � � <br /> ty �-� C�NC.Pf�D;ALT:2x12x24" _ � �UTTO�d1 , , � <br /> LONG P.T.HF#2�1�JOOD P;�D cv �. 2x12x24"LONG P.T.HF#2 itU�OD , � ��,�---2x12x24"LOhlG P.T.N�#2 TRT.WOOC3 FOOTING �3.6.1. S�J-l: �d � � O.C. EDGES c� 12 O.C, Fl�i D <br /> 1 � PAD�1�!l 2x�(JV�R CEN7ERED t�N PAD W/2x12 CENT�ftED ON fix.�POST AN� 9.6.2. 5'N-A, $d {� 6� O.C. �DG�S & �2� O.C. FIELD <br /> �_�_�_�.. _._ .--,�_�� � �__� REvlslOC� DATE: <br /> E 4x4 PQST�ND NAILED w!(4) NAILE�7 w!(4}0.131x3"Tfl�OOTING PA� � <br /> o.���X���To�x,2; a�/o�/�o�s - �S <br /> 7 � " � �� 1 p {� ��� � ALT.PAD�x16x16 CC}NC. PAD 7A � m � � ��� <br /> lJ I <br /> "� Scale: 1/2"= 1'_0" �1 Scale: 1/2"= 1'-0° <br /> ���r r : 1 0� 1 <br />